分项工程报验申请表(2009年11月南绕巷及12月主副水仓通道)

分项工程报验申请表工程名称：默勒二矿改扩建主井2900水平井底车场编号001致：宁夏灵州工程监理咨询公司（监理单位）我单位已完成2900水平井底车场主副水仓通道0～26.4m段基岩掘进、钢筋网喷射混凝土支护、锚杆支护分项工作，现上报该工程报验申请表，请予以审查和验收。附件：巷道基岩掘进分项工程质量检验评定表锚杆支护分项工程质量检验评定表承包单位(章)：项目经理：日期：审查意见：项目监理机构（章）：专业监理工程师：日期：personalsafetyandsafetyequipment.5.1.1.6constructionoverallarrangementofinstruments(seethefollowingfigure)...5.1.3.1.1cabinets,Terminalcabinets,enclosures,UPSbatterycabinetbasehot-rolledanglesteel,hot-rolledangleironandsteelproduction,thesupportbaseasawholeshouldbekeptstraight,theweldsizeoveralldimensionsmeettherequirementsshouldbetheprinciple,Stentpositioningandembeddedpartsafterweldinginprison.5.1.3.1.2bracketmountingholesrequiredonarrivalatthescene,cabinetbaseholedimensionprocessing.Enclosurebasemustbeinthecontrolroomthecontrolroomfloorbeforeyoustarttheinstallationtocomplete,andactivitiesshouldbeconsideredafloorsupportframesetmatch.Baseinstallationerrorsshowninthetablebelow.Permissibledeviationsmm/mitemsmm/fulllengthstraightlevel1,5,1,5,positionerrorandparalleldegree55.1.3.2systemPanel,cabinetinstallation5.1.3.2.1unpackingandinspection(1)togetherwithowners,supervisioncarriedoutjointlyonbehalfofthecompany,signedaftertheinspectionopeninginspectionrecords;(2)beforeunpacking,onthesurroundingfloors,tablesandchairs,tools,staticeliminationmeasurestaken,checkthedevicepackagingiscomplete;uponopeningthebox,youshouldcheckifthepackagingisdamaged,whetherthewater,moisture-proof,shock-proofmeasuresisgood;(3)specialtoolsshouldbeusedwhenopeningthebox,presslevel,inordertoopenpackaging;becautious,non-violentbeating;(4)outoftheboxinaccordancewiththepackinglistonebyoneafteraninventoryofallhardware,spareparts,arandomnumberoftools,models,specifications,shouldbeconsistentwiththepackinglist;hardwarelooksgood,nodeformation,breakage,especiallyoffdefectssuch 巷道基岩掘进分项工程质量检验评定表工程名称：默勒二矿改扩建主井2900水平井底车场部位:主副水仓通道0～3.8m工程量：3.8m..保证项目检验项目质量情况评定情况1、基岩爆破法掘进必须采用光面爆破，爆破图表齐全，爆破参数选择合理。光面爆破的施工应符合作业规程规定符合设计符合2、基岩掘进的临时支护必须符合作业规程的规定符合设计符合基本项目检验项目（设计值）标准规定测点部位检查点检查记录等级合格率合格优良12345678合格85﹪1、宽度（2400）-50～＋2000～＋200左上120012101210中123012151225下121512301220右上131013151315中130013201325下1325133513302、高度腰线上（1200）腰线下（1400）-50～＋2000～＋200顶左115011651210中121011501165右118012201200底1420141014253、坡度±1‰±0.5‰25‰∠评定等级施工负责人（区、队长）：检验人员：核定等级建设单位：监理单位：检验日期09年12月5日personalsafetyandsafetyequipment.5.1.1.6constructionoverallarrangementofinstruments(seethefollowingfigure)...5.1.3.1.1cabinets,Terminalcabinets,enclosures,UPSbatterycabinetbasehot-rolledanglesteel,hot-rolledangleironandsteelproduction,thesupportbaseasawholeshouldbekeptstraight,theweldsizeoveralldimensionsmeettherequirementsshouldbetheprinciple,Stentpositioningandembeddedpartsafterweldinginprison.5.1.3.1.2bracketmountingholesrequiredonarrivalatthescene,cabinetbaseholedimensionprocessing.Enclosurebasemustbeinthecontrolroomthecontrolroomfloorbeforeyoustarttheinstallationtocomplete,andactivitiesshouldbeconsideredafloorsupportframesetmatch.Baseinstallationerrorsshowninthetablebelow.Permissibledeviationsmm/mitemsmm/fulllengthstraightlevel1,5,1,5,positionerrorandparalleldegree55.1.3.2systemPanel,cabinetinstallation5.1.3.2.1unpackingandinspection(1)togetherwithowners,supervisioncarriedoutjointlyonbehalfofthecompany,signedaftertheinspectionopeninginspectionrecords;(2)beforeunpacking,onthesurroundingfloors,tablesandchairs,tools,staticeliminationmeasurestaken,checkthedevicepackagingiscomplete;uponopeningthebox,youshouldcheckifthepackagingisdamaged,whetherthewater,moisture-proof,shock-proofmeasuresisgood;(3)specialtoolsshouldbeusedwhenopeningthebox,presslevel,inordertoopenpackaging;becautious,non-violentbeating;(4)outoftheboxinaccordancewiththepackinglistonebyoneafteraninventoryofallhardware,spareparts,arandomnumberoftools,models,specifications,shouldbeconsistentwiththepackinglist;hardwarelooksgood,nodeformation,breakage,especiallyoffdefectssuch 锚杆支护分项工程质量检验评定表工程名称：默勒二矿改扩建主井2900水平井底车场部位：主副水仓通道0～3.8m工程量：3.8m...保证项目检验项目质量情况评定情况1杆体及配件的材质、品种、规格、强度结构必须符合设计要求符合设计符合2水泥卷、树脂卷和砂浆锚固的材质、规格、配比、性能必须符合设计要求符合设计符合基本项目检验项目（设计值）标准规定测点部位检查点检查（抽查）记录等级合格率合格优良12345合格85﹪1.安装质量基本密贴壁面（√）密贴壁面楔紧（∠）1√√√2√√∠3√√√4∠√√5√√∠6∠√∠2、抗拔力（KN）不小于设计90﹪不小于设计123允许偏差项目检验项目（设计值）检查点检查（抽查）记录允许偏差（设计值）测点部位123456合格率等级1、间距（800）排距（800）±100间距81080080080﹪合格排距8108108102、孔深0～＋501174517501755217551760176031755176017553、角度（90°）≤15°124、外露长度≤5015050402454550评定等级施工负责人（区、队长）：检验人员：核定等级建设单位：监理单位：监理单位：检验日期09年12月5日personalsafetyandsafetyequipment.5.1.1.6constructionoverallarrangementofinstruments(seethefollowingfigure)...5.1.3.1.1cabinets,Terminalcabinets,enclosures,UPSbatterycabinetbasehot-rolledanglesteel,hot-rolledangleironandsteelproduction,thesupportbaseasawholeshouldbekeptstraight,theweldsizeoveralldimensionsmeettherequirementsshouldbetheprinciple,Stentpositioningandembeddedpartsafterweldinginprison.5.1.3.1.2bracketmountingholesrequiredonarrivalatthescene,cabinetbaseholedimensionprocessing.Enclosurebasemustbeinthecontrolroomthecontrolroomfloorbeforeyoustarttheinstallationtocomplete,andactivitiesshouldbeconsideredafloorsupportframesetmatch.Baseinstallationerrorsshowninthetablebelow.Permissibledeviationsmm/mitemsmm/fulllengthstraightlevel1,5,1,5,positionerrorandparalleldegree55.1.3.2systemPanel,cabinetinstallation5.1.3.2.1unpackingandinspection(1)togetherwithowners,supervisioncarriedoutjointlyonbehalfofthecompany,signedaftertheinspectionopeninginspectionrecords;(2)beforeunpacking,onthesurroundingfloors,tablesandchairs,tools,staticeliminationmeasurestaken,checkthedevicepackagingiscomplete;uponopeningthebox,youshouldcheckifthepackagingisdamaged,whetherthewater,moisture-proof,shock-proofmeasuresisgood;(3)specialtoolsshouldbeusedwhenopeningthebox,presslevel,inordertoopenpackaging;becautious,non-violentbeating;(4)outoftheboxinaccordancewiththepackinglistonebyoneafteraninventoryofallhardware,spareparts,arandomnumberoftools,models,specifications,shouldbeconsistentwiththepackinglist;hardwarelooksgood,nodeformation,breakage,especiallyoffdefectssuch 分项工程报验申请表工程名称：默勒二矿改扩建主井2900水平井底车场编号002致：宁夏灵州工程监理咨询公司（监理单位）我单位已完成2900水平井底车场主副水仓通道0～26.4m段基岩掘进、钢筋网喷射混凝土支护、锚杆支护分项工作，现上报该工程报验申请表，请予以审查和验收。附件：巷道基岩掘进分项工程质量检验评定表锚杆支护分项工程质量检验评定表承包单位(章)：项目经理：日期：审查意见：项目监理机构（章）：专业监理工程师：日期-personalsafetyandsafetyequipment.5.1.1.6constructionoverallarrangementofinstruments(seethefollowingfigure)...5.1.3.1.1cabinets,Terminalcabinets,enclosures,UPSbatterycabinetbasehot-rolledanglesteel,hot-rolledangleironandsteelproduction,thesupportbaseasawholeshouldbekeptstraight,theweldsizeoveralldimensionsmeettherequirementsshouldbetheprinciple,Stentpositioningandembeddedpartsafterweldinginprison.5.1.3.1.2bracketmountingholesrequiredonarrivalatthescene,cabinetbaseholedimensionprocessing.Enclosurebasemustbeinthecontrolroomthecontrolroomfloorbeforeyoustarttheinstallationtocomplete,andactivitiesshouldbeconsideredafloorsupportframesetmatch.Baseinstallationerrorsshowninthetablebelow.Permissibledeviationsmm/mitemsmm/fulllengthstraightlevel1,5,1,5,positionerrorandparalleldegree55.1.3.2systemPanel,cabinetinstallation5.1.3.2.1unpackingandinspection(1)togetherwithowners,supervisioncarriedoutjointlyonbehalfofthecompany,signedaftertheinspectionopeninginspectionrecords;(2)beforeunpacking,onthesurroundingfloors,tablesandchairs,tools,staticeliminationmeasurestaken,checkthedevicepackagingiscomplete;uponopeningthebox,youshouldcheckifthepackagingisdamaged,whetherthewater,moisture-proof,shock-proofmeasuresisgood;(3)specialtoolsshouldbeusedwhenopeningthebox,presslevel,inordertoopenpackaging;becautious,non-violentbeating;(4)outoftheboxinaccordancewiththepackinglistonebyoneafteraninventoryofallhardware,spareparts,arandomnumberoftools,models,specifications,shouldbeconsistentwiththepackinglist;hardwarelooksgood,nodeformation,breakage,especiallyoffdefectssuch 巷道基岩掘进分项工程质量检验评定表工程名称：默勒二矿改扩建主井2900水平井底车场部位：主副水仓通道3.8～7.6m工程量：3.8m..保证项目检验项目质量情况评定情况1、基岩爆破法掘进必须采用光面爆破，爆破图表齐全，爆破参数选择合理。光面爆破的施工应符合作业规程规定符合设计符合2、基岩掘进的临时支护必须符合作业规程的规定符合设计符合基本项目检验项目（设计值）标准规定测点部位检查点检查记录等级合格率合格优良12345678合格85﹪1、宽度（2400）-50～＋2000～＋200左上121012001210中121512301225下123012151220右上131513101315中132013001325下1335132513302、高度腰线上（1200）腰线下（1400）-50～＋2000～＋200顶左116511501210中115012101165右122011801200底1410142014253、坡度±1‰±0.5‰25‰∠评定等级施工负责人（区、队长）：检验人员：核定等级建设单位：监理单位：检验日期09年12月6日personalsafetyandsafetyequipment.5.1.1.6constructionoverallarrangementofinstruments(seethefollowingfigure)...5.1.3.1.1cabinets,Terminalcabinets,enclosures,UPSbatterycabinetbasehot-rolledanglesteel,hot-rolledangleironandsteelproduction,thesupportbaseasawholeshouldbekeptstraight,theweldsizeoveralldimensionsmeettherequirementsshouldbetheprinciple,Stentpositioningandembeddedpartsafterweldinginprison.5.1.3.1.2bracketmountingholesrequiredonarrivalatthescene,cabinetbaseholedimensionprocessing.Enclosurebasemustbeinthecontrolroomthecontrolroomfloorbeforeyoustarttheinstallationtocomplete,andactivitiesshouldbeconsideredafloorsupportframesetmatch.Baseinstallationerrorsshowninthetablebelow.Permissibledeviationsmm/mitemsmm/fulllengthstraightlevel1,5,1,5,positionerrorandparalleldegree55.1.3.2systemPanel,cabinetinstallation5.1.3.2.1unpackingandinspection(1)togetherwithowners,supervisioncarriedoutjointlyonbehalfofthecompany,signedaftertheinspectionopeninginspectionrecords;(2)beforeunpacking,onthesurroundingfloors,tablesandchairs,tools,staticeliminationmeasurestaken,checkthedevicepackagingiscomplete;uponopeningthebox,youshouldcheckifthepackagingisdamaged,whetherthewater,moisture-proof,shock-proofmeasuresisgood;(3)specialtoolsshouldbeusedwhenopeningthebox,presslevel,inordertoopenpackaging;becautious,non-violentbeating;(4)outoftheboxinaccordancewiththepackinglistonebyoneafteraninventoryofallhardware,spareparts,arandomnumberoftools,models,specifications,shouldbeconsistentwiththepackinglist;hardwarelooksgood,nodeformation,breakage,especiallyoffdefectssuch 锚杆支护分项工程质量检验评定表工程名称：默勒二矿改扩建主井2900水平井底车场部位：主副水仓通道3.8～7.6m工程量：3.8m.保证项目检验项目质量情况评定情况1杆体及配件的材质、品种、规格、强度结构必须符合设计要求符合设计符合2水泥卷、树脂卷和砂浆锚固的材质、规格、配比、性能必须符合设计要求符合设计符合基本项目检验项目（设计值）标准规定测点部位检查点检查（抽查）记录等级合格率合格优良12345合格85﹪1.安装质量基本密贴壁面（√）密贴壁面楔紧（∠）1√√√2√√∠3√√√4∠√√5√√∠6∠√∠2、抗拔力（KN）不小于设计90﹪不小于设计123允许偏差项目检验项目（设计值）检查点检查（抽查）记录允许偏差（设计值）测点部位123456合格率等级1、间距（800）排距（800）±100间距81080580080﹪合格排距8008108002、孔深0～＋501177517671755217451755174531746177017653、角度（90°）≤15°1234、外露长度≤50145505025045503485045评定等级施工负责人（区、队长）：检验人员：核定等级建设单位：监理单位：监理单位：personalsafetyandsafetyequipment.5.1.1.6constructionoverallarrangementofinstruments(seethefollowingfigure)...5.1.3.1.1cabinets,Terminalcabinets,enclosures,UPSbatterycabinetbasehot-rolledanglesteel,hot-rolledangleironandsteelproduction,thesupportbaseasawholeshouldbekeptstraight,theweldsizeoveralldimensionsmeettherequirementsshouldbetheprinciple,Stentpositioningandembeddedpartsafterweldinginprison.5.1.3.1.2bracketmountingholesrequiredonarrivalatthescene,cabinetbaseholedimensionprocessing.Enclosurebasemustbeinthecontrolroomthecontrolroomfloorbeforeyoustarttheinstallationtocomplete,andactivitiesshouldbeconsideredafloorsupportframesetmatch.Baseinstallationerrorsshowninthetablebelow.Permissibledeviationsmm/mitemsmm/fulllengthstraightlevel1,5,1,5,positionerrorandparalleldegree55.1.3.2systemPanel,cabinetinstallation5.1.3.2.1unpackingandinspection(1)togetherwithowners,supervisioncarriedoutjointlyonbehalfofthecompany,signedaftertheinspectionopeninginspectionrecords;(2)beforeunpacking,onthesurroundingfloors,tablesandchairs,tools,staticeliminationmeasurestaken,checkthedevicepackagingiscomplete;uponopeningthebox,youshouldcheckifthepackagingisdamaged,whetherthewater,moisture-proof,shock-proofmeasuresisgood;(3)specialtoolsshouldbeusedwhenopeningthebox,presslevel,inordertoopenpackaging;becautious,non-violentbeating;(4)outoftheboxinaccordancewiththepackinglistonebyoneafteraninventoryofallhardware,spareparts,arandomnumberoftools,models,specifications,shouldbeconsistentwiththepackinglist;hardwarelooksgood,nodeformation,breakage,especiallyoffdefectssuch 检验日期09年12月6日分项工程报验申请表工程名称：默勒二矿改扩建主井2900水平井底车场编号003致：宁夏灵州工程监理咨询公司（监理单位）我单位已完成2900水平井底车场主副水仓通道0～26.4m段基岩掘进、钢筋网喷射混凝土支护、锚杆支护分项工作，现上报该工程报验申请表，请予以审查和验收。附件：巷道基岩掘进分项工程质量检验评定表锚杆支护分项工程质量检验评定表承包单位(章)：项目经理：日期：审查意见：项目监理机构（章）：专业监理工程师：personalsafetyandsafetyequipment.5.1.1.6constructionoverallarrangementofinstruments(seethefollowingfigure)...5.1.3.1.1cabinets,Terminalcabinets,enclosures,UPSbatterycabinetbasehot-rolledanglesteel,hot-rolledangleironandsteelproduction,thesupportbaseasawholeshouldbekeptstraight,theweldsizeoveralldimensionsmeettherequirementsshouldbetheprinciple,Stentpositioningandembeddedpartsafterweldinginprison.5.1.3.1.2bracketmountingholesrequiredonarrivalatthescene,cabinetbaseholedimensionprocessing.Enclosurebasemustbeinthecontrolroomthecontrolroomfloorbeforeyoustarttheinstallationtocomplete,andactivitiesshouldbeconsideredafloorsupportframesetmatch.Baseinstallationerrorsshowninthetablebelow.Permissibledeviationsmm/mitemsmm/fulllengthstraightlevel1,5,1,5,positionerrorandparalleldegree55.1.3.2systemPanel,cabinetinstallation5.1.3.2.1unpackingandinspection(1)togetherwithowners,supervisioncarriedoutjointlyonbehalfofthecompany,signedaftertheinspectionopeninginspectionrecords;(2)beforeunpacking,onthesurroundingfloors,tablesandchairs,tools,staticeliminationmeasurestaken,checkthedevicepackagingiscomplete;uponopeningthebox,youshouldcheckifthepackagingisdamaged,whetherthewater,moisture-proof,shock-proofmeasuresisgood;(3)specialtoolsshouldbeusedwhenopeningthebox,presslevel,inordertoopenpackaging;becautious,non-violentbeating;(4)outoftheboxinaccordancewiththepackinglistonebyoneafteraninventoryofallhardware,spareparts,arandomnumberoftools,models,specifications,shouldbeconsistentwiththepackinglist;hardwarelooksgood,nodeformation,breakage,especiallyoffdefectssuch 日期：锚杆支护分项工程质量检验评定表工程名称：默勒二矿改扩建主井2900水平井底车场部位：主副水仓通道7.6～11.4m工程量：3.8m.保证项目检验项目质量情况评定情况1杆体及配件的材质、品种、规格、强度结构必须符合设计要求符合设计符合2水泥卷、树脂卷和砂浆锚固的材质、规格、配比、性能必须符合设计要求符合设计符合基本项目检验项目（设计值）标准规定测点部位检查点检查（抽查）记录等级合格率合格优良12345合格85﹪1.安装质量基本密贴壁面（√）密贴壁面楔紧（∠）1√√√2√√∠3√√√4∠√√5√√∠6∠√∠2、抗拔力（KN）不小于设计90﹪不小于设计123允许偏差项目检验项目（设计值）检查点检查（抽查）记录允许偏差（设计值）测点部位123456合格率等级1、间距（800）排距（800）±100间距81080580080﹪合格排距8008108002、孔深0～＋501178517871795217951785178531796179017953、角度（90°）≤15°1234、外露长度≤50150505024548503485045评定等级施工负责人（区、队长）：检验人员：核定等级建设单位：监理单位：personalsafetyandsafetyequipment.5.1.1.6constructionoverallarrangementofinstruments(seethefollowingfigure)...5.1.3.1.1cabinets,Terminalcabinets,enclosures,UPSbatterycabinetbasehot-rolledanglesteel,hot-rolledangleironandsteelproduction,thesupportbaseasawholeshouldbekeptstraight,theweldsizeoveralldimensionsmeettherequirementsshouldbetheprinciple,Stentpositioningandembeddedpartsafterweldinginprison.5.1.3.1.2bracketmountingholesrequiredonarrivalatthescene,cabinetbaseholedimensionprocessing.Enclosurebasemustbeinthecontrolroomthecontrolroomfloorbeforeyoustarttheinstallationtocomplete,andactivitiesshouldbeconsideredafloorsupportframesetmatch.Baseinstallationerrorsshowninthetablebelow.Permissibledeviationsmm/mitemsmm/fulllengthstraightlevel1,5,1,5,positionerrorandparalleldegree55.1.3.2systemPanel,cabinetinstallation5.1.3.2.1unpackingandinspection(1)togetherwithowners,supervisioncarriedoutjointlyonbehalfofthecompany,signedaftertheinspectionopeninginspectionrecords;(2)beforeunpacking,onthesurroundingfloors,tablesandchairs,tools,staticeliminationmeasurestaken,checkthedevicepackagingiscomplete;uponopeningthebox,youshouldcheckifthepackagingisdamaged,whetherthewater,moisture-proof,shock-proofmeasuresisgood;(3)specialtoolsshouldbeusedwhenopeningthebox,presslevel,inordertoopenpackaging;becautious,non-violentbeating;(4)outoftheboxinaccordancewiththepackinglistonebyoneafteraninventoryofallhardware,spareparts,arandomnumberoftools,models,specifications,shouldbeconsistentwiththepackinglist;hardwarelooksgood,nodeformation,breakage,especiallyoffdefectssuch 监理单位：检验日期09年12月7日巷道基岩掘进分项工程质量检验评定表工程名称：默勒二矿改扩建主井2900水平井底车场部位：主副水仓通道7.6～11.4m工程量：3.8m.保证项目检验项目质量情况评定情况1、基岩爆破法掘进必须采用光面爆破，爆破图表齐全，爆破参数选择合理。光面爆破的施工应符合作业规程规定符合设计符合2、基岩掘进的临时支护必须符合作业规程的规定符合设计符合基本项目检验项目（设计值）标准规定测点部位检查点检查记录等级合格率合格优良12345678合格85﹪1、宽度（2400）-50～＋2000～＋200左上120012101210中123012151225下121512301220右上131013151315中130013201325下1325133513302、高度腰线上（1200）腰线下（1400）-50～＋2000～＋200顶左115011651210中121011501165右118012201200底1420141014253、坡度±1‰±0.5‰25‰∠personalsafetyandsafetyequipment.5.1.1.6constructionoverallarrangementofinstruments(seethefollowingfigure)...5.1.3.1.1cabinets,Terminalcabinets,enclosures,UPSbatterycabinetbasehot-rolledanglesteel,hot-rolledangleironandsteelproduction,thesupportbaseasawholeshouldbekeptstraight,theweldsizeoveralldimensionsmeettherequirementsshouldbetheprinciple,Stentpositioningandembeddedpartsafterweldinginprison.5.1.3.1.2bracketmountingholesrequiredonarrivalatthescene,cabinetbaseholedimensionprocessing.Enclosurebasemustbeinthecontrolroomthecontrolroomfloorbeforeyoustarttheinstallationtocomplete,andactivitiesshouldbeconsideredafloorsupportframesetmatch.Baseinstallationerrorsshowninthetablebelow.Permissibledeviationsmm/mitemsmm/fulllengthstraightlevel1,5,1,5,positionerrorandparalleldegree55.1.3.2systemPanel,cabinetinstallation5.1.3.2.1unpackingandinspection(1)togetherwithowners,supervisioncarriedoutjointlyonbehalfofthecompany,signedaftertheinspectionopeninginspectionrecords;(2)beforeunpacking,onthesurroundingfloors,tablesandchairs,tools,staticeliminationmeasurestaken,checkthedevicepackagingiscomplete;uponopeningthebox,youshouldcheckifthepackagingisdamaged,whetherthewater,moisture-proof,shock-proofmeasuresisgood;(3)specialtoolsshouldbeusedwhenopeningthebox,presslevel,inordertoopenpackaging;becautious,non-violentbeating;(4)outoftheboxinaccordancewiththepackinglistonebyoneafteraninventoryofallhardware,spareparts,arandomnumberoftools,models,specifications,shouldbeconsistentwiththepackinglist;hardwarelooksgood,nodeformation,breakage,especiallyoffdefectssuch 评定等级施工负责人（区、队长）：检验人员：核定等级建设单位：监理单位：检验日期09年12月7日分项工程报验申请表工程名称：默勒二矿改扩建主井2900水平井底车场编号004致：宁夏灵州工程监理咨询公司（监理单位）我单位已完成2900水平井底车场主副水仓通道0～26.4m段基岩掘进、钢筋网喷射混凝土支护、锚杆支护分项工作，现上报该工程报验申请表，请予以审查和验收。附件：巷道基岩掘进分项工程质量检验评定表锚杆支护分项工程质量检验评定表承包单位(章)：项目经理：日期：审查意见：personalsafetyandsafetyequipment.5.1.1.6constructionoverallarrangementofinstruments(seethefollowingfigure)...5.1.3.1.1cabinets,Terminalcabinets,enclosures,UPSbatterycabinetbasehot-rolledanglesteel,hot-rolledangleironandsteelproduction,thesupportbaseasawholeshouldbekeptstraight,theweldsizeoveralldimensionsmeettherequirementsshouldbetheprinciple,Stentpositioningandembeddedpartsafterweldinginprison.5.1.3.1.2bracketmountingholesrequiredonarrivalatthescene,cabinetbaseholedimensionprocessing.Enclosurebasemustbeinthecontrolroomthecontrolroomfloorbeforeyoustarttheinstallationtocomplete,andactivitiesshouldbeconsideredafloorsupportframesetmatch.Baseinstallationerrorsshowninthetablebelow.Permissibledeviationsmm/mitemsmm/fulllengthstraightlevel1,5,1,5,positionerrorandparalleldegree55.1.3.2systemPanel,cabinetinstallation5.1.3.2.1unpackingandinspection(1)togetherwithowners,supervisioncarriedoutjointlyonbehalfofthecompany,signedaftertheinspectionopeninginspectionrecords;(2)beforeunpacking,onthesurroundingfloors,tablesandchairs,tools,staticeliminationmeasurestaken,checkthedevicepackagingiscomplete;uponopeningthebox,youshouldcheckifthepackagingisdamaged,whetherthewater,moisture-proof,shock-proofmeasuresisgood;(3)specialtoolsshouldbeusedwhenopeningthebox,presslevel,inordertoopenpackaging;becautious,non-violentbeating;(4)outoftheboxinaccordancewiththepackinglistonebyoneafteraninventoryofallhardware,spareparts,arandomnumberoftools,models,specifications,shouldbeconsistentwiththepackinglist;hardwarelooksgood,nodeformation,breakage,especiallyoffdefectssuch 项目监理机构（章）：专业监理工程师：日期：巷道基岩掘进分项工程质量检验评定表工程名称：默勒二矿改扩建主井2900水平井底车场部位：主副水仓通道11.4～15.2m工程量：3.8m.保证项目检验项目质量情况评定情况1、基岩爆破法掘进必须采用光面爆破，爆破图表齐全，爆破参数选择合理。光面爆破的施工应符合作业规程规定符合设计符合2、基岩掘进的临时支护必须符合作业规程的规定符合设计符合基本项目检验项目（设计值）标准规定测点部位检查点检查记录等级合格率合格优良12345678合格85﹪1、宽度（2400）-50～＋2000～＋200左上121012101200中122512151230下122012301215右上131513151310中132513201300下1330133513252、高度腰线上（1200）腰线下（1400）-50～＋2000～＋200顶左121011651150中116511501210右120012201180底142514101420personalsafetyandsafetyequipment.5.1.1.6constructionoverallarrangementofinstruments(seethefollowingfigure)...5.1.3.1.1cabinets,Terminalcabinets,enclosures,UPSbatterycabinetbasehot-rolledanglesteel,hot-rolledangleironandsteelproduction,thesupportbaseasawholeshouldbekeptstraight,theweldsizeoveralldimensionsmeettherequirementsshouldbetheprinciple,Stentpositioningandembeddedpartsafterweldinginprison.5.1.3.1.2bracketmountingholesrequiredonarrivalatthescene,cabinetbaseholedimensionprocessing.Enclosurebasemustbeinthecontrolroomthecontrolroomfloorbeforeyoustarttheinstallationtocomplete,andactivitiesshouldbeconsideredafloorsupportframesetmatch.Baseinstallationerrorsshowninthetablebelow.Permissibledeviationsmm/mitemsmm/fulllengthstraightlevel1,5,1,5,positionerrorandparalleldegree55.1.3.2systemPanel,cabinetinstallation5.1.3.2.1unpackingandinspection(1)togetherwithowners,supervisioncarriedoutjointlyonbehalfofthecompany,signedaftertheinspectionopeninginspectionrecords;(2)beforeunpacking,onthesurroundingfloors,tablesandchairs,tools,staticeliminationmeasurestaken,checkthedevicepackagingiscomplete;uponopeningthebox,youshouldcheckifthepackagingisdamaged,whetherthewater,moisture-proof,shock-proofmeasuresisgood;(3)specialtoolsshouldbeusedwhenopeningthebox,presslevel,inordertoopenpackaging;becautious,non-violentbeating;(4)outoftheboxinaccordancewiththepackinglistonebyoneafteraninventoryofallhardware,spareparts,arandomnumberoftools,models,specifications,shouldbeconsistentwiththepackinglist;hardwarelooksgood,nodeformation,breakage,especiallyoffdefectssuch 3、坡度±1‰±0.5‰25‰∠评定等级施工负责人（区、队长）：检验人员：核定等级建设单位：监理单位：检验日期09年12月8日锚杆支护分项工程质量检验评定表工程名称：默勒二矿改扩建主井2900水平井底车场部位：主副水仓通道11.4～15.2m工程量：3.8m.保证项目检验项目质量情况评定情况1杆体及配件的材质、品种、规格、强度结构必须符合设计要求符合设计符合2水泥卷、树脂卷和砂浆锚固的材质、规格、配比、性能必须符合设计要求符合设计符合基本项目检验项目（设计值）标准规定测点部位检查点检查（抽查）记录等级合格率合格优良12345合格85﹪1.安装质量基本密贴壁面（√）密贴壁面楔紧（∠）1√√√2√√∠3√√√4∠√√5√√∠6∠√∠2、抗拔力（KN）不小于设计90﹪不小于设计123允许偏差项目检验项目（设计值）检查点检查（抽查）记录允许偏差（设计值）测点部位1234567合格率等级1、间距（800）排距（800）±100间距80081080080﹪合格排距8108008102、孔深0～＋501179517801785217801780179031790179517853、角度≤15°1personalsafetyandsafetyequipment.5.1.1.6constructionoverallarrangementofinstruments(seethefollowingfigure)...5.1.3.1.1cabinets,Terminalcabinets,enclosures,UPSbatterycabinetbasehot-rolledanglesteel,hot-rolledangleironandsteelproduction,thesupportbaseasawholeshouldbekeptstraight,theweldsizeoveralldimensionsmeettherequirementsshouldbetheprinciple,Stentpositioningandembeddedpartsafterweldinginprison.5.1.3.1.2bracketmountingholesrequiredonarrivalatthescene,cabinetbaseholedimensionprocessing.Enclosurebasemustbeinthecontrolroomthecontrolroomfloorbeforeyoustarttheinstallationtocomplete,andactivitiesshouldbeconsideredafloorsupportframesetmatch.Baseinstallationerrorsshowninthetablebelow.Permissibledeviationsmm/mitemsmm/fulllengthstraightlevel1,5,1,5,positionerrorandparalleldegree55.1.3.2systemPanel,cabinetinstallation5.1.3.2.1unpackingandinspection(1)togetherwithowners,supervisioncarriedoutjointlyonbehalfofthecompany,signedaftertheinspectionopeninginspectionrecords;(2)beforeunpacking,onthesurroundingfloors,tablesandchairs,tools,staticeliminationmeasurestaken,checkthedevicepackagingiscomplete;uponopeningthebox,youshouldcheckifthepackagingisdamaged,whetherthewater,moisture-proof,shock-proofmeasuresisgood;(3)specialtoolsshouldbeusedwhenopeningthebox,presslevel,inordertoopenpackaging;becautious,non-violentbeating;(4)outoftheboxinaccordancewiththepackinglistonebyoneafteraninventoryofallhardware,spareparts,arandomnumberoftools,models,specifications,shouldbeconsistentwiththepackinglist;hardwarelooksgood,nodeformation,breakage,especiallyoffdefectssuch （90°）234、外露长度≤50150455024550503484545评定等级施工负责人（区、队长）：检验人员：核定等级建设单位：监理单位：监理单位：检验日期09年12月8日分项工程报验申请表工程名称：默勒二矿改扩建主井2900水平井底车场编号005致：宁夏灵州工程监理咨询公司（监理单位）我单位已完成2900水平井底车场主副水仓通道0～26.4m段基岩掘进、钢筋网喷射混凝土支护、锚杆支护分项工作，现上报该工程报验申请表，请予以审查和验收。附件：巷道基岩掘进分项工程质量检验评定表锚杆支护分项工程质量检验评定表承包单位(章)：项目经理：日期：审查意见：personalsafetyandsafetyequipment.5.1.1.6constructionoverallarrangementofinstruments(seethefollowingfigure)...5.1.3.1.1cabinets,Terminalcabinets,enclosures,UPSbatterycabinetbasehot-rolledanglesteel,hot-rolledangleironandsteelproduction,thesupportbaseasawholeshouldbekeptstraight,theweldsizeoveralldimensionsmeettherequirementsshouldbetheprinciple,Stentpositioningandembeddedpartsafterweldinginprison.5.1.3.1.2bracketmountingholesrequiredonarrivalatthescene,cabinetbaseholedimensionprocessing.Enclosurebasemustbeinthecontrolroomthecontrolroomfloorbeforeyoustarttheinstallationtocomplete,andactivitiesshouldbeconsideredafloorsupportframesetmatch.Baseinstallationerrorsshowninthetablebelow.Permissibledeviationsmm/mitemsmm/fulllengthstraightlevel1,5,1,5,positionerrorandparalleldegree55.1.3.2systemPanel,cabinetinstallation5.1.3.2.1unpackingandinspection(1)togetherwithowners,supervisioncarriedoutjointlyonbehalfofthecompany,signedaftertheinspectionopeninginspectionrecords;(2)beforeunpacking,onthesurroundingfloors,tablesandchairs,tools,staticeliminationmeasurestaken,checkthedevicepackagingiscomplete;uponopeningthebox,youshouldcheckifthepackagingisdamaged,whetherthewater,moisture-proof,shock-proofmeasuresisgood;(3)specialtoolsshouldbeusedwhenopeningthebox,presslevel,inordertoopenpackaging;becautious,non-violentbeating;(4)outoftheboxinaccordancewiththepackinglistonebyoneafteraninventoryofallhardware,spareparts,arandomnumberoftools,models,specifications,shouldbeconsistentwiththepackinglist;hardwarelooksgood,nodeformation,breakage,especiallyoffdefectssuch 项目监理机构（章）：专业监理工程师：日期：巷道基岩掘进分项工程质量检验评定表工程名称：默勒二矿改扩建主井2900水平井底车场部位：主副水仓通道15.2～19m工程量：3.8m.保证项目检验项目质量情况评定情况1、基岩爆破法掘进必须采用光面爆破，爆破图表齐全，爆破参数选择合理。光面爆破的施工应符合作业规程规定符合设计符合2、基岩掘进的临时支护必须符合作业规程的规定符合设计符合基本项目检验项目（设计值）标准规定测点部位检查点检查记录等级合格率合格优良12345678合格85﹪1、宽度（2400）-50～＋2000～＋200左上120012101210中123012151225下121512301220右上131013151315中130013201325下1325133513302、高度腰线上（1200）-50～＋2000～顶左115011651210personalsafetyandsafetyequipment.5.1.1.6constructionoverallarrangementofinstruments(seethefollowingfigure)...5.1.3.1.1cabinets,Terminalcabinets,enclosures,UPSbatterycabinetbasehot-rolledanglesteel,hot-rolledangleironandsteelproduction,thesupportbaseasawholeshouldbekeptstraight,theweldsizeoveralldimensionsmeettherequirementsshouldbetheprinciple,Stentpositioningandembeddedpartsafterweldinginprison.5.1.3.1.2bracketmountingholesrequiredonarrivalatthescene,cabinetbaseholedimensionprocessing.Enclosurebasemustbeinthecontrolroomthecontrolroomfloorbeforeyoustarttheinstallationtocomplete,andactivitiesshouldbeconsideredafloorsupportframesetmatch.Baseinstallationerrorsshowninthetablebelow.Permissibledeviationsmm/mitemsmm/fulllengthstraightlevel1,5,1,5,positionerrorandparalleldegree55.1.3.2systemPanel,cabinetinstallation5.1.3.2.1unpackingandinspection(1)togetherwithowners,supervisioncarriedoutjointlyonbehalfofthecompany,signedaftertheinspectionopeninginspectionrecords;(2)beforeunpacking,onthesurroundingfloors,tablesandchairs,tools,staticeliminationmeasurestaken,checkthedevicepackagingiscomplete;uponopeningthebox,youshouldcheckifthepackagingisdamaged,whetherthewater,moisture-proof,shock-proofmeasuresisgood;(3)specialtoolsshouldbeusedwhenopeningthebox,presslevel,inordertoopenpackaging;becautious,non-violentbeating;(4)outoftheboxinaccordancewiththepackinglistonebyoneafteraninventoryofallhardware,spareparts,arandomnumberoftools,models,specifications,shouldbeconsistentwiththepackinglist;hardwarelooksgood,nodeformation,breakage,especiallyoffdefectssuch 腰线下（1400）＋200中121011501165右118012201200底1420141014253、坡度±1‰±0.5‰25‰∠评定等级施工负责人（区、队长）：检验人员：核定等级建设单位：监理单位：检验日期09年12月9日锚杆支护分项工程质量检验评定表工程名称：默勒二矿改扩建主井2900水平井底车场部位：主副水仓通道15.2～19m工程量：3.8m保证项目检验项目质量情况评定情况1杆体及配件的材质、品种、规格、强度结构必须符合设计要求符合设计符合2水泥卷、树脂卷和砂浆锚固的材质、规格、配比、性能必须符合设计要求符合设计符合基本项目检验项目（设计值）标准规定测点部位检查点检查（抽查）记录等级合格率合格优良12345合格85﹪1.安装质量基本密贴壁面（√）密贴壁面楔紧（∠）1√√√2√√∠3√√√4∠√√5√√∠6∠√∠2、抗拔力（KN）不小于设计90﹪不小于设计123允许偏差项目检验项目（设计值）检查点检查（抽查）记录personalsafetyandsafetyequipment.5.1.1.6constructionoverallarrangementofinstruments(seethefollowingfigure)...5.1.3.1.1cabinets,Terminalcabinets,enclosures,UPSbatterycabinetbasehot-rolledanglesteel,hot-rolledangleironandsteelproduction,thesupportbaseasawholeshouldbekeptstraight,theweldsizeoveralldimensionsmeettherequirementsshouldbetheprinciple,Stentpositioningandembeddedpartsafterweldinginprison.5.1.3.1.2bracketmountingholesrequiredonarrivalatthescene,cabinetbaseholedimensionprocessing.Enclosurebasemustbeinthecontrolroomthecontrolroomfloorbeforeyoustarttheinstallationtocomplete,andactivitiesshouldbeconsideredafloorsupportframesetmatch.Baseinstallationerrorsshowninthetablebelow.Permissibledeviationsmm/mitemsmm/fulllengthstraightlevel1,5,1,5,positionerrorandparalleldegree55.1.3.2systemPanel,cabinetinstallation5.1.3.2.1unpackingandinspection(1)togetherwithowners,supervisioncarriedoutjointlyonbehalfofthecompany,signedaftertheinspectionopeninginspectionrecords;(2)beforeunpacking,onthesurroundingfloors,tablesandchairs,tools,staticeliminationmeasurestaken,checkthedevicepackagingiscomplete;uponopeningthebox,youshouldcheckifthepackagingisdamaged,whetherthewater,moisture-proof,shock-proofmeasuresisgood;(3)specialtoolsshouldbeusedwhenopeningthebox,presslevel,inordertoopenpackaging;becautious,non-violentbeating;(4)outoftheboxinaccordancewiththepackinglistonebyoneafteraninventoryofallhardware,spareparts,arandomnumberoftools,models,specifications,shouldbeconsistentwiththepackinglist;hardwarelooksgood,nodeformation,breakage,especiallyoffdefectssuch 允许偏差（设计值）测点部位1234567合格率等级1、间距（800）排距（800）±100间距80081080080﹪合格排距8108008102、孔深0～＋501176517601755217601745175031770175517453、角度（90°）≤15°1234、外露长度≤50150455024550503484545评定等级施工负责人（区、队长）：检验人员：核定等级建设单位：监理单位：监理单位检验日期09年12月9日分项工程报验申请表工程名称：默勒二矿改扩建主井2900水平井底车场编号006致：宁夏灵州工程监理咨询公司（监理单位）我单位已完成2900水平井底车场主副水仓通道0～26.4m段基岩掘进、钢筋网喷射混凝土支护、锚杆支护分项工作，现上报该工程报验申请表，请予以审查和验收。附件：巷道基岩掘进分项工程质量检验评定表锚杆支护分项工程质量检验评定表承包单位(章)：项目经理：日期：审查意见：personalsafetyandsafetyequipment.5.1.1.6constructionoverallarrangementofinstruments(seethefollowingfigure)...5.1.3.1.1cabinets,Terminalcabinets,enclosures,UPSbatterycabinetbasehot-rolledanglesteel,hot-rolledangleironandsteelproduction,thesupportbaseasawholeshouldbekeptstraight,theweldsizeoveralldimensionsmeettherequirementsshouldbetheprinciple,Stentpositioningandembeddedpartsafterweldinginprison.5.1.3.1.2bracketmountingholesrequiredonarrivalatthescene,cabinetbaseholedimensionprocessing.Enclosurebasemustbeinthecontrolroomthecontrolroomfloorbeforeyoustarttheinstallationtocomplete,andactivitiesshouldbeconsideredafloorsupportframesetmatch.Baseinstallationerrorsshowninthetablebelow.Permissibledeviationsmm/mitemsmm/fulllengthstraightlevel1,5,1,5,positionerrorandparalleldegree55.1.3.2systemPanel,cabinetinstallation5.1.3.2.1unpackingandinspection(1)togetherwithowners,supervisioncarriedoutjointlyonbehalfofthecompany,signedaftertheinspectionopeninginspectionrecords;(2)beforeunpacking,onthesurroundingfloors,tablesandchairs,tools,staticeliminationmeasurestaken,checkthedevicepackagingiscomplete;uponopeningthebox,youshouldcheckifthepackagingisdamaged,whetherthewater,moisture-proof,shock-proofmeasuresisgood;(3)specialtoolsshouldbeusedwhenopeningthebox,presslevel,inordertoopenpackaging;becautious,non-violentbeating;(4)outoftheboxinaccordancewiththepackinglistonebyoneafteraninventoryofallhardware,spareparts,arandomnumberoftools,models,specifications,shouldbeconsistentwiththepackinglist;hardwarelooksgood,nodeformation,breakage,especiallyoffdefectssuch 项目监理机构（章）：专业监理工程师：日期：巷道基岩掘进分项工程质量检验评定表工程名称：默勒二矿改扩建主井2900水平井底车场部位：主副水仓通道19～22.8m工程量：3.8m保证项目检验项目质量情况评定情况1、基岩爆破法掘进必须采用光面爆破，爆破图表齐全，爆破参数选择合理。光面爆破的施工应符合作业规程规定符合设计符合2、基岩掘进的临时支护必须符合作业规程的规定符合设计符合基本项目检验项目（设计值）标准规定测点部位检查点检查记录等级合格率合格优良12345678合格85﹪1、宽度（2400）-50～＋2000～＋200左上121012101200中122512151230下122012301215右上131513151310中132513201300下1330133513252、高度-50～顶左121011651150personalsafetyandsafetyequipment.5.1.1.6constructionoverallarrangementofinstruments(seethefollowingfigure)...5.1.3.1.1cabinets,Terminalcabinets,enclosures,UPSbatterycabinetbasehot-rolledanglesteel,hot-rolledangleironandsteelproduction,thesupportbaseasawholeshouldbekeptstraight,theweldsizeoveralldimensionsmeettherequirementsshouldbetheprinciple,Stentpositioningandembeddedpartsafterweldinginprison.5.1.3.1.2bracketmountingholesrequiredonarrivalatthescene,cabinetbaseholedimensionprocessing.Enclosurebasemustbeinthecontrolroomthecontrolroomfloorbeforeyoustarttheinstallationtocomplete,andactivitiesshouldbeconsideredafloorsupportframesetmatch.Baseinstallationerrorsshowninthetablebelow.Permissibledeviationsmm/mitemsmm/fulllengthstraightlevel1,5,1,5,positionerrorandparalleldegree55.1.3.2systemPanel,cabinetinstallation5.1.3.2.1unpackingandinspection(1)togetherwithowners,supervisioncarriedoutjointlyonbehalfofthecompany,signedaftertheinspectionopeninginspectionrecords;(2)beforeunpacking,onthesurroundingfloors,tablesandchairs,tools,staticeliminationmeasurestaken,checkthedevicepackagingiscomplete;uponopeningthebox,youshouldcheckifthepackagingisdamaged,whetherthewater,moisture-proof,shock-proofmeasuresisgood;(3)specialtoolsshouldbeusedwhenopeningthebox,presslevel,inordertoopenpackaging;becautious,non-violentbeating;(4)outoftheboxinaccordancewiththepackinglistonebyoneafteraninventoryofallhardware,spareparts,arandomnumberoftools,models,specifications,shouldbeconsistentwiththepackinglist;hardwarelooksgood,nodeformation,breakage,especiallyoffdefectssuch 腰线上（1200）腰线下（1400）＋2000～＋200中116511501210右120012201180底1425141014203、坡度±1‰±0.5‰25‰∠评定等级施工负责人（区、队长）：检验人员：核定等级建设单位：监理单位：检验日期09年12月10日锚杆支护分项工程质量检验评定表工程名称：默勒二矿改扩建主井2900水平井底车场部位：主副水仓通道19～22.8m工程量：3.8保证项目检验项目质量情况评定情况1杆体及配件的材质、品种、规格、强度结构必须符合设计要求符合设计符合2水泥卷、树脂卷和砂浆锚固的材质、规格、配比、性能必须符合设计要求符合设计符合基本项目检验项目（设计值）标准规定测点部位检查点检查（抽查）记录等级合格率合格优良12345合格85﹪1.安装质量基本密贴壁面（√）密贴壁面楔紧（∠）1√√√2√√∠3√√√4∠√√5√√∠6∠√∠2、抗拔力（KN）不小于设计90﹪不小于设计123允许偏差检验项目（设计值）检查点检查（抽查）记录personalsafetyandsafetyequipment.5.1.1.6constructionoverallarrangementofinstruments(seethefollowingfigure)...5.1.3.1.1cabinets,Terminalcabinets,enclosures,UPSbatterycabinetbasehot-rolledanglesteel,hot-rolledangleironandsteelproduction,thesupportbaseasawholeshouldbekeptstraight,theweldsizeoveralldimensionsmeettherequirementsshouldbetheprinciple,Stentpositioningandembeddedpartsafterweldinginprison.5.1.3.1.2bracketmountingholesrequiredonarrivalatthescene,cabinetbaseholedimensionprocessing.Enclosurebasemustbeinthecontrolroomthecontrolroomfloorbeforeyoustarttheinstallationtocomplete,andactivitiesshouldbeconsideredafloorsupportframesetmatch.Baseinstallationerrorsshowninthetablebelow.Permissibledeviationsmm/mitemsmm/fulllengthstraightlevel1,5,1,5,positionerrorandparalleldegree55.1.3.2systemPanel,cabinetinstallation5.1.3.2.1unpackingandinspection(1)togetherwithowners,supervisioncarriedoutjointlyonbehalfofthecompany,signedaftertheinspectionopeninginspectionrecords;(2)beforeunpacking,onthesurroundingfloors,tablesandchairs,tools,staticeliminationmeasurestaken,checkthedevicepackagingiscomplete;uponopeningthebox,youshouldcheckifthepackagingisdamaged,whetherthewater,moisture-proof,shock-proofmeasuresisgood;(3)specialtoolsshouldbeusedwhenopeningthebox,presslevel,inordertoopenpackaging;becautious,non-violentbeating;(4)outoftheboxinaccordancewiththepackinglistonebyoneafteraninventoryofallhardware,spareparts,arandomnumberoftools,models,specifications,shouldbeconsistentwiththepackinglist;hardwarelooksgood,nodeformation,breakage,especiallyoffdefectssuch 项目允许偏差（设计值）测点部位1234567合格率等级1、间距（800）排距（800）±100间距81080580080﹪合格排距8008108002、孔深0～＋501178517871795217951785178531796179017953、角度（90°）≤15°1234、外露长度≤50150504024545503504045评定等级施工负责人（区、队长）：检验人员：核定等级建设单位：监理单位：监理单位：检验日期09年12月10日分项工程报验申请表工程名称：默勒二矿改扩建主井2900水平井底车场编号007致：宁夏灵州工程监理咨询公司（监理单位）我单位已完成2900水平井底车场主副水仓通道0～26.4m段基岩掘进、钢筋网喷射混凝土支护、锚杆支护分项工作，现上报该工程报验申请表，请予以审查和验收。附件：巷道基岩掘进分项工程质量检验评定表锚杆支护分项工程质量检验评定表承包单位(章)：项目经理：日期：personalsafetyandsafetyequipment.5.1.1.6constructionoverallarrangementofinstruments(seethefollowingfigure)...5.1.3.1.1cabinets,Terminalcabinets,enclosures,UPSbatterycabinetbasehot-rolledanglesteel,hot-rolledangleironandsteelproduction,thesupportbaseasawholeshouldbekeptstraight,theweldsizeoveralldimensionsmeettherequirementsshouldbetheprinciple,Stentpositioningandembeddedpartsafterweldinginprison.5.1.3.1.2bracketmountingholesrequiredonarrivalatthescene,cabinetbaseholedimensionprocessing.Enclosurebasemustbeinthecontrolroomthecontrolroomfloorbeforeyoustarttheinstallationtocomplete,andactivitiesshouldbeconsideredafloorsupportframesetmatch.Baseinstallationerrorsshowninthetablebelow.Permissibledeviationsmm/mitemsmm/fulllengthstraightlevel1,5,1,5,positionerrorandparalleldegree55.1.3.2systemPanel,cabinetinstallation5.1.3.2.1unpackingandinspection(1)togetherwithowners,supervisioncarriedoutjointlyonbehalfofthecompany,signedaftertheinspectionopeninginspectionrecords;(2)beforeunpacking,onthesurroundingfloors,tablesandchairs,tools,staticeliminationmeasurestaken,checkthedevicepackagingiscomplete;uponopeningthebox,youshouldcheckifthepackagingisdamaged,whetherthewater,moisture-proof,shock-proofmeasuresisgood;(3)specialtoolsshouldbeusedwhenopeningthebox,presslevel,inordertoopenpackaging;becautious,non-violentbeating;(4)outoftheboxinaccordancewiththepackinglistonebyoneafteraninventoryofallhardware,spareparts,arandomnumberoftools,models,specifications,shouldbeconsistentwiththepackinglist;hardwarelooksgood,nodeformation,breakage,especiallyoffdefectssuch 审查意见：项目监理机构（章）：专业监理工程师：日期：巷道基岩掘进分项工程质量检验评定表工程名称：默勒二矿改扩建主井2900水平井底车场部位：主副水仓通道22.8～26.4m工程量：3.6保证项目检验项目质量情况评定情况1、基岩爆破法掘进必须采用光面爆破，爆破图表齐全，爆破参数选择合理。光面爆破的施工应符合作业规程规定符合设计符合2、基岩掘进的临时支护必须符合作业规程的规定符合设计符合基本项目检验项目（设计值）标准规定测点部位检查点检查记录等级合格率合格优良12345678合格85﹪1、宽度（2400）-50～＋2000～＋200左上120012101210中123012151225下121512301220右上131013151315中130013201325下132513351330personalsafetyandsafetyequipment.5.1.1.6constructionoverallarrangementofinstruments(seethefollowingfigure)...5.1.3.1.1cabinets,Terminalcabinets,enclosures,UPSbatterycabinetbasehot-rolledanglesteel,hot-rolledangleironandsteelproduction,thesupportbaseasawholeshouldbekeptstraight,theweldsizeoveralldimensionsmeettherequirementsshouldbetheprinciple,Stentpositioningandembeddedpartsafterweldinginprison.5.1.3.1.2bracketmountingholesrequiredonarrivalatthescene,cabinetbaseholedimensionprocessing.Enclosurebasemustbeinthecontrolroomthecontrolroomfloorbeforeyoustarttheinstallationtocomplete,andactivitiesshouldbeconsideredafloorsupportframesetmatch.Baseinstallationerrorsshowninthetablebelow.Permissibledeviationsmm/mitemsmm/fulllengthstraightlevel1,5,1,5,positionerrorandparalleldegree55.1.3.2systemPanel,cabinetinstallation5.1.3.2.1unpackingandinspection(1)togetherwithowners,supervisioncarriedoutjointlyonbehalfofthecompany,signedaftertheinspectionopeninginspectionrecords;(2)beforeunpacking,onthesurroundingfloors,tablesandchairs,tools,staticeliminationmeasurestaken,checkthedevicepackagingiscomplete;uponopeningthebox,youshouldcheckifthepackagingisdamaged,whetherthewater,moisture-proof,shock-proofmeasuresisgood;(3)specialtoolsshouldbeusedwhenopeningthebox,presslevel,inordertoopenpackaging;becautious,non-violentbeating;(4)outoftheboxinaccordancewiththepackinglistonebyoneafteraninventoryofallhardware,spareparts,arandomnumberoftools,models,specifications,shouldbeconsistentwiththepackinglist;hardwarelooksgood,nodeformation,breakage,especiallyoffdefectssuch 2、高度腰线上（1200）腰线下（1400）-50～＋2000～＋200顶左115011651210中121011501165右118012201200底1420141014253、坡度±1‰±0.5‰25‰∠评定等级施工负责人（区、队长）：检验人员：核定等级建设单位：监理单位：检验日期09年12月11日锚杆支护分项工程质量检验评定表工程名称：默勒二矿改扩建主井2900水平井底车场部位：主副水仓通道22.8～26.4m工程量：3.6保证项目检验项目质量情况评定情况1杆体及配件的材质、品种、规格、强度结构必须符合设计要求符合设计符合2水泥卷、树脂卷和砂浆锚固的材质、规格、配比、性能必须符合设计要求符合设计符合基本项目检验项目（设计值）标准规定测点部位检查点检查（抽查）记录等级合格率合格优良12345合格85﹪1.安装质量基本密贴壁面（√）密贴壁面楔紧（∠）1√√√2√√∠3√√√4∠√√5√√∠6∠√∠2、抗拔力（KN）不小于设计90﹪不小于设计123允许检验项目（设计值）检查点检查（抽查）记录personalsafetyandsafetyequipment.5.1.1.6constructionoverallarrangementofinstruments(seethefollowingfigure)...5.1.3.1.1cabinets,Terminalcabinets,enclosures,UPSbatterycabinetbasehot-rolledanglesteel,hot-rolledangleironandsteelproduction,thesupportbaseasawholeshouldbekeptstraight,theweldsizeoveralldimensionsmeettherequirementsshouldbetheprinciple,Stentpositioningandembeddedpartsafterweldinginprison.5.1.3.1.2bracketmountingholesrequiredonarrivalatthescene,cabinetbaseholedimensionprocessing.Enclosurebasemustbeinthecontrolroomthecontrolroomfloorbeforeyoustarttheinstallationtocomplete,andactivitiesshouldbeconsideredafloorsupportframesetmatch.Baseinstallationerrorsshowninthetablebelow.Permissibledeviationsmm/mitemsmm/fulllengthstraightlevel1,5,1,5,positionerrorandparalleldegree55.1.3.2systemPanel,cabinetinstallation5.1.3.2.1unpackingandinspection(1)togetherwithowners,supervisioncarriedoutjointlyonbehalfofthecompany,signedaftertheinspectionopeninginspectionrecords;(2)beforeunpacking,onthesurroundingfloors,tablesandchairs,tools,staticeliminationmeasurestaken,checkthedevicepackagingiscomplete;uponopeningthebox,youshouldcheckifthepackagingisdamaged,whetherthewater,moisture-proof,shock-proofmeasuresisgood;(3)specialtoolsshouldbeusedwhenopeningthebox,presslevel,inordertoopenpackaging;becautious,non-violentbeating;(4)outoftheboxinaccordancewiththepackinglistonebyoneafteraninventoryofallhardware,spareparts,arandomnumberoftools,models,specifications,shouldbeconsistentwiththepackinglist;hardwarelooksgood,nodeformation,breakage,especiallyoffdefectssuch 偏差项目允许偏差（设计值）测点部位1234567合格率等级±100间距80081080080﹪合格1、间距（800）排距（800）排距8108008102、孔深0～＋501179517801785217801780179031790179517853、角度（90°）≤15°1234、外露长度≤50150455024550503484545评定等级施工负责人（区、队长）：检验人员：核定等级建设单位：监理单位：监理单位：检验日期09年12月11日分项工程报验申请表工程名称：默勒二矿改扩建主井2900水平井底车场编号008致：宁夏灵州工程监理咨询公司（监理单位）我单位已完成2900水平井底车场中央水泵房通道0～21.2m段基岩掘进、钢筋网喷射混凝土支护、锚杆支护分项工作，现上报该工程报验申请表，请予以审查和验收。附件：巷道基岩掘进分项工程质量检验评定表锚杆支护分项工程质量检验评定表承包单位(章)：项目经理：日期：personalsafetyandsafetyequipment.5.1.1.6constructionoverallarrangementofinstruments(seethefollowingfigure)...5.1.3.1.1cabinets,Terminalcabinets,enclosures,UPSbatterycabinetbasehot-rolledanglesteel,hot-rolledangleironandsteelproduction,thesupportbaseasawholeshouldbekeptstraight,theweldsizeoveralldimensionsmeettherequirementsshouldbetheprinciple,Stentpositioningandembeddedpartsafterweldinginprison.5.1.3.1.2bracketmountingholesrequiredonarrivalatthescene,cabinetbaseholedimensionprocessing.Enclosurebasemustbeinthecontrolroomthecontrolroomfloorbeforeyoustarttheinstallationtocomplete,andactivitiesshouldbeconsideredafloorsupportframesetmatch.Baseinstallationerrorsshowninthetablebelow.Permissibledeviationsmm/mitemsmm/fulllengthstraightlevel1,5,1,5,positionerrorandparalleldegree55.1.3.2systemPanel,cabinetinstallation5.1.3.2.1unpackingandinspection(1)togetherwithowners,supervisioncarriedoutjointlyonbehalfofthecompany,signedaftertheinspectionopeninginspectionrecords;(2)beforeunpacking,onthesurroundingfloors,tablesandchairs,tools,staticeliminationmeasurestaken,checkthedevicepackagingiscomplete;uponopeningthebox,youshouldcheckifthepackagingisdamaged,whetherthewater,moisture-proof,shock-proofmeasuresisgood;(3)specialtoolsshouldbeusedwhenopeningthebox,presslevel,inordertoopenpackaging;becautious,non-violentbeating;(4)outoftheboxinaccordancewiththepackinglistonebyoneafteraninventoryofallhardware,spareparts,arandomnumberoftools,models,specifications,shouldbeconsistentwiththepackinglist;hardwarelooksgood,nodeformation,breakage,especiallyoffdefectssuch 审查意见：项目监理机构（章）：专业监理工程师：日期：巷道基岩掘进分项工程质量检验评定表工程名称：默勒二矿改扩建主井2900水平井底车场部位：中央水泵房通道14～16m工程量：2m.保证项目检验项目质量情况评定情况1、基岩爆破法掘进必须采用光面爆破，爆破图表齐全，爆破参数选择合理。光面爆破的施工应符合作业规程规定符合设计符合2、基岩掘进的临时支护必须符合作业规程的规定符合设计符合基本项目检验项目（设计值）标准规定测点部位检查点检查记录等级合格率合格优良12345678合格85﹪1、宽度（2400）-50～＋2000～＋200左上172017201710personalsafetyandsafetyequipment.5.1.1.6constructionoverallarrangementofinstruments(seethefollowingfigure)...5.1.3.1.1cabinets,Terminalcabinets,enclosures,UPSbatterycabinetbasehot-rolledanglesteel,hot-rolledangleironandsteelproduction,thesupportbaseasawholeshouldbekeptstraight,theweldsizeoveralldimensionsmeettherequirementsshouldbetheprinciple,Stentpositioningandembeddedpartsafterweldinginprison.5.1.3.1.2bracketmountingholesrequiredonarrivalatthescene,cabinetbaseholedimensionprocessing.Enclosurebasemustbeinthecontrolroomthecontrolroomfloorbeforeyoustarttheinstallationtocomplete,andactivitiesshouldbeconsideredafloorsupportframesetmatch.Baseinstallationerrorsshowninthetablebelow.Permissibledeviationsmm/mitemsmm/fulllengthstraightlevel1,5,1,5,positionerrorandparalleldegree55.1.3.2systemPanel,cabinetinstallation5.1.3.2.1unpackingandinspection(1)togetherwithowners,supervisioncarriedoutjointlyonbehalfofthecompany,signedaftertheinspectionopeninginspectionrecords;(2)beforeunpacking,onthesurroundingfloors,tablesandchairs,tools,staticeliminationmeasurestaken,checkthedevicepackagingiscomplete;uponopeningthebox,youshouldcheckifthepackagingisdamaged,whetherthewater,moisture-proof,shock-proofmeasuresisgood;(3)specialtoolsshouldbeusedwhenopeningthebox,presslevel,inordertoopenpackaging;becautious,non-violentbeating;(4)outoftheboxinaccordancewiththepackinglistonebyoneafteraninventoryofallhardware,spareparts,arandomnumberoftools,models,specifications,shouldbeconsistentwiththepackinglist;hardwarelooksgood,nodeformation,breakage,especiallyoffdefectssuch 中172517151720下171517251725右上172217201710中173017251730下1720172317252、高度腰线上（1200）腰线下（1600）-50～＋2000～＋200顶左172017281725中172017251710右172017251720底1480146514503、坡度±1‰±0.5‰4‰∠评定等级施工负责人（区、队长）：检验人员：核定等级建设单位：监理单位：检验日期09年12月8日锚杆支护分项工程质量检验评定表工程名称：默勒二矿改扩建主井2900水平井底车场部位；中央水泵房通道14～16m工程量：2m.保证项目检验项目质量情况评定情况1杆体及配件的材质、品种、规格、强度结构必须符合设计要求符合设计符合2水泥卷、树脂卷和砂浆锚固的材质、规格、配比、性能必须符合设计要求符合设计符合基本项目检验项目（设计值）标准规定测点部位检查点检查（抽查）记录等级合格率合格优良12345合格85﹪1.安装质量基本密贴壁面（√）密贴壁面楔紧（∠）1√√√2√√∠3√√√4∠√√5√√∠6∠√∠2、抗拔力（KN）不小于设计90﹪不小于设计123允许检验项目（设计值）检查点检查（抽查）记录personalsafetyandsafetyequipment.5.1.1.6constructionoverallarrangementofinstruments(seethefollowingfigure)...5.1.3.1.1cabinets,Terminalcabinets,enclosures,UPSbatterycabinetbasehot-rolledanglesteel,hot-rolledangleironandsteelproduction,thesupportbaseasawholeshouldbekeptstraight,theweldsizeoveralldimensionsmeettherequirementsshouldbetheprinciple,Stentpositioningandembeddedpartsafterweldinginprison.5.1.3.1.2bracketmountingholesrequiredonarrivalatthescene,cabinetbaseholedimensionprocessing.Enclosurebasemustbeinthecontrolroomthecontrolroomfloorbeforeyoustarttheinstallationtocomplete,andactivitiesshouldbeconsideredafloorsupportframesetmatch.Baseinstallationerrorsshowninthetablebelow.Permissibledeviationsmm/mitemsmm/fulllengthstraightlevel1,5,1,5,positionerrorandparalleldegree55.1.3.2systemPanel,cabinetinstallation5.1.3.2.1unpackingandinspection(1)togetherwithowners,supervisioncarriedoutjointlyonbehalfofthecompany,signedaftertheinspectionopeninginspectionrecords;(2)beforeunpacking,onthesurroundingfloors,tablesandchairs,tools,staticeliminationmeasurestaken,checkthedevicepackagingiscomplete;uponopeningthebox,youshouldcheckifthepackagingisdamaged,whetherthewater,moisture-proof,shock-proofmeasuresisgood;(3)specialtoolsshouldbeusedwhenopeningthebox,presslevel,inordertoopenpackaging;becautious,non-violentbeating;(4)outoftheboxinaccordancewiththepackinglistonebyoneafteraninventoryofallhardware,spareparts,arandomnumberoftools,models,specifications,shouldbeconsistentwiththepackinglist;hardwarelooksgood,nodeformation,breakage,especiallyoffdefectssuch 偏差项目允许偏差1234567合格等级（设计值）测点部位率1、间距（800）排距（800）±100间距80081080080﹪合格排距8108008102、孔深0～＋501179517801785217801780179031790179517853、角度（90°）≤15°1234、外露长度≤50150455024550503484545评定等级施工负责人（区、队长）：检验人员：核定等级建设单位：监理单位：监理单位：检验日期09年12月8日分项工程报验申请表工程名称：默勒二矿改扩建主井2900水平井底车场编号009personalsafetyandsafetyequipment.5.1.1.6constructionoverallarrangementofinstruments(seethefollowingfigure)...5.1.3.1.1cabinets,Terminalcabinets,enclosures,UPSbatterycabinetbasehot-rolledanglesteel,hot-rolledangleironandsteelproduction,thesupportbaseasawholeshouldbekeptstraight,theweldsizeoveralldimensionsmeettherequirementsshouldbetheprinciple,Stentpositioningandembeddedpartsafterweldinginprison.5.1.3.1.2bracketmountingholesrequiredonarrivalatthescene,cabinetbaseholedimensionprocessing.Enclosurebasemustbeinthecontrolroomthecontrolroomfloorbeforeyoustarttheinstallationtocomplete,andactivitiesshouldbeconsideredafloorsupportframesetmatch.Baseinstallationerrorsshowninthetablebelow.Permissibledeviationsmm/mitemsmm/fulllengthstraightlevel1,5,1,5,positionerrorandparalleldegree55.1.3.2systemPanel,cabinetinstallation5.1.3.2.1unpackingandinspection(1)togetherwithowners,supervisioncarriedoutjointlyonbehalfofthecompany,signedaftertheinspectionopeninginspectionrecords;(2)beforeunpacking,onthesurroundingfloors,tablesandchairs,tools,staticeliminationmeasurestaken,checkthedevicepackagingiscomplete;uponopeningthebox,youshouldcheckifthepackagingisdamaged,whetherthewater,moisture-proof,shock-proofmeasuresisgood;(3)specialtoolsshouldbeusedwhenopeningthebox,presslevel,inordertoopenpackaging;becautious,non-violentbeating;(4)outoftheboxinaccordancewiththepackinglistonebyoneafteraninventoryofallhardware,spareparts,arandomnumberoftools,models,specifications,shouldbeconsistentwiththepackinglist;hardwarelooksgood,nodeformation,breakage,especiallyoffdefectssuch 致：宁夏灵州工程监理咨询公司（监理单位）我单位已完成2900水平井底车场中央水泵房通道0～21.2m段基岩掘进、钢筋网喷射混凝土支护、锚杆支护分项工作，现上报该工程报验申请表，请予以审查和验收。附件：巷道基岩掘进分项工程质量检验评定表锚杆支护分项工程质量检验评定表承包单位(章)：项目经理：日期：审查意见：项目监理机构（章）：专业监理工程师：日期：巷道基岩掘进分项工程质量检验评定表工程名称：默勒二矿改扩建主井2900水平井底车场部位:中央水泵房通道16～18m工程量：2m.保检验项目质量情况评定情况personalsafetyandsafetyequipment.5.1.1.6constructionoverallarrangementofinstruments(seethefollowingfigure)...5.1.3.1.1cabinets,Terminalcabinets,enclosures,UPSbatterycabinetbasehot-rolledanglesteel,hot-rolledangleironandsteelproduction,thesupportbaseasawholeshouldbekeptstraight,theweldsizeoveralldimensionsmeettherequirementsshouldbetheprinciple,Stentpositioningandembeddedpartsafterweldinginprison.5.1.3.1.2bracketmountingholesrequiredonarrivalatthescene,cabinetbaseholedimensionprocessing.Enclosurebasemustbeinthecontrolroomthecontrolroomfloorbeforeyoustarttheinstallationtocomplete,andactivitiesshouldbeconsideredafloorsupportframesetmatch.Baseinstallationerrorsshowninthetablebelow.Permissibledeviationsmm/mitemsmm/fulllengthstraightlevel1,5,1,5,positionerrorandparalleldegree55.1.3.2systemPanel,cabinetinstallation5.1.3.2.1unpackingandinspection(1)togetherwithowners,supervisioncarriedoutjointlyonbehalfofthecompany,signedaftertheinspectionopeninginspectionrecords;(2)beforeunpacking,onthesurroundingfloors,tablesandchairs,tools,staticeliminationmeasurestaken,checkthedevicepackagingiscomplete;uponopeningthebox,youshouldcheckifthepackagingisdamaged,whetherthewater,moisture-proof,shock-proofmeasuresisgood;(3)specialtoolsshouldbeusedwhenopeningthebox,presslevel,inordertoopenpackaging;becautious,non-violentbeating;(4)outoftheboxinaccordancewiththepackinglistonebyoneafteraninventoryofallhardware,spareparts,arandomnumberoftools,models,specifications,shouldbeconsistentwiththepackinglist;hardwarelooksgood,nodeformation,breakage,especiallyoffdefectssuch 证项目1、基岩爆破法掘进必须采用光面爆破，爆破图表齐全，爆破参数选择合理。光面爆破的施工应符合作业规程规定符合设计符合2、基岩掘进的临时支护必须符合作业规程的规定符合设计符合基本项目检验项目（设计值）标准规定测点部位检查点检查记录等级合格率合格优良12345678合格85﹪1、宽度（2400）-50～＋2000～＋200左上174017451747中175517501760下175017451725右上175717561765中176517601758下1760175517652、高度腰线上（1200）腰线下（1600）-50～＋2000～＋200顶左164021401856中173021001780右172515501715底1450155014303、坡度±1‰±0.5‰4‰∠评定等级施工负责人（区、队长）：检验人员：核定等级建设单位：监理单位：检验日期09年12月9日锚杆支护分项工程质量检验评定表工程名称：默勒二矿改扩建主井2900水平井底车场部位：中央水泵房通道16～18m工程量：2m保证检验项目质量情况评定情况personalsafetyandsafetyequipment.5.1.1.6constructionoverallarrangementofinstruments(seethefollowingfigure)...5.1.3.1.1cabinets,Terminalcabinets,enclosures,UPSbatterycabinetbasehot-rolledanglesteel,hot-rolledangleironandsteelproduction,thesupportbaseasawholeshouldbekeptstraight,theweldsizeoveralldimensionsmeettherequirementsshouldbetheprinciple,Stentpositioningandembeddedpartsafterweldinginprison.5.1.3.1.2bracketmountingholesrequiredonarrivalatthescene,cabinetbaseholedimensionprocessing.Enclosurebasemustbeinthecontrolroomthecontrolroomfloorbeforeyoustarttheinstallationtocomplete,andactivitiesshouldbeconsideredafloorsupportframesetmatch.Baseinstallationerrorsshowninthetablebelow.Permissibledeviationsmm/mitemsmm/fulllengthstraightlevel1,5,1,5,positionerrorandparalleldegree55.1.3.2systemPanel,cabinetinstallation5.1.3.2.1unpackingandinspection(1)togetherwithowners,supervisioncarriedoutjointlyonbehalfofthecompany,signedaftertheinspectionopeninginspectionrecords;(2)beforeunpacking,onthesurroundingfloors,tablesandchairs,tools,staticeliminationmeasurestaken,checkthedevicepackagingiscomplete;uponopeningthebox,youshouldcheckifthepackagingisdamaged,whetherthewater,moisture-proof,shock-proofmeasuresisgood;(3)specialtoolsshouldbeusedwhenopeningthebox,presslevel,inordertoopenpackaging;becautious,non-violentbeating;(4)outoftheboxinaccordancewiththepackinglistonebyoneafteraninventoryofallhardware,spareparts,arandomnumberoftools,models,specifications,shouldbeconsistentwiththepackinglist;hardwarelooksgood,nodeformation,breakage,especiallyoffdefectssuch 项目1杆体及配件的材质、品种、规格、强度结构必须符合设计要求符合设计符合2水泥卷、树脂卷和砂浆锚固的材质、规格、配比、性能必须符合设计要求符合设计符合基本项目检验项目（设计值）标准规定测点部位检查点检查（抽查）记录等级合格率合格优良12345合格85﹪1.安装质量基本密贴壁面（√）密贴壁面楔紧（∠）1√√√2√√∠3√√√4∠√√5√√∠6∠√∠2、抗拔力（KN）不小于设计90﹪不小于设计123允许偏差项目检验项目（设计值）检查点检查（抽查）记录允许偏差（设计值）测点部位123456合格率等级1、间距（800）排距（800）±100间距81080080080﹪合格排距8108108102、孔深0～＋501174517501755217551760176031755176017553、角度（90°）≤15°124、外露长度≤50150504024545503504045评定等级施工负责人（区、队长）：检验人员：核定等级建设单位：监理单位：监理单位：检验日期09年12月9日分项工程报验申请表personalsafetyandsafetyequipment.5.1.1.6constructionoverallarrangementofinstruments(seethefollowingfigure)...5.1.3.1.1cabinets,Terminalcabinets,enclosures,UPSbatterycabinetbasehot-rolledanglesteel,hot-rolledangleironandsteelproduction,thesupportbaseasawholeshouldbekeptstraight,theweldsizeoveralldimensionsmeettherequirementsshouldbetheprinciple,Stentpositioningandembeddedpartsafterweldinginprison.5.1.3.1.2bracketmountingholesrequiredonarrivalatthescene,cabinetbaseholedimensionprocessing.Enclosurebasemustbeinthecontrolroomthecontrolroomfloorbeforeyoustarttheinstallationtocomplete,andactivitiesshouldbeconsideredafloorsupportframesetmatch.Baseinstallationerrorsshowninthetablebelow.Permissibledeviationsmm/mitemsmm/fulllengthstraightlevel1,5,1,5,positionerrorandparalleldegree55.1.3.2systemPanel,cabinetinstallation5.1.3.2.1unpackingandinspection(1)togetherwithowners,supervisioncarriedoutjointlyonbehalfofthecompany,signedaftertheinspectionopeninginspectionrecords;(2)beforeunpacking,onthesurroundingfloors,tablesandchairs,tools,staticeliminationmeasurestaken,checkthedevicepackagingiscomplete;uponopeningthebox,youshouldcheckifthepackagingisdamaged,whetherthewater,moisture-proof,shock-proofmeasuresisgood;(3)specialtoolsshouldbeusedwhenopeningthebox,presslevel,inordertoopenpackaging;becautious,non-violentbeating;(4)outoftheboxinaccordancewiththepackinglistonebyoneafteraninventoryofallhardware,spareparts,arandomnumberoftools,models,specifications,shouldbeconsistentwiththepackinglist;hardwarelooksgood,nodeformation,breakage,especiallyoffdefectssuch 工程名称：默勒二矿改扩建主井2900水平井底车场编号010致：宁夏灵州工程监理咨询公司（监理单位）我单位已完成2900水平井底车场中央水泵房通道0～21.2m段基岩掘进、钢筋网喷射混凝土支护、锚杆支护分项工作，现上报该工程报验申请表，请予以审查和验收。附件：巷道基岩掘进分项工程质量检验评定表锚杆支护分项工程质量检验评定表承包单位(章)：项目经理：日期：审查意见：项目监理机构（章）：专业监理工程师：日期-巷道基岩掘进分项工程质量检验评定表personalsafetyandsafetyequipment.5.1.1.6constructionoverallarrangementofinstruments(seethefollowingfigure)...5.1.3.1.1cabinets,Terminalcabinets,enclosures,UPSbatterycabinetbasehot-rolledanglesteel,hot-rolledangleironandsteelproduction,thesupportbaseasawholeshouldbekeptstraight,theweldsizeoveralldimensionsmeettherequirementsshouldbetheprinciple,Stentpositioningandembeddedpartsafterweldinginprison.5.1.3.1.2bracketmountingholesrequiredonarrivalatthescene,cabinetbaseholedimensionprocessing.Enclosurebasemustbeinthecontrolroomthecontrolroomfloorbeforeyoustarttheinstallationtocomplete,andactivitiesshouldbeconsideredafloorsupportframesetmatch.Baseinstallationerrorsshowninthetablebelow.Permissibledeviationsmm/mitemsmm/fulllengthstraightlevel1,5,1,5,positionerrorandparalleldegree55.1.3.2systemPanel,cabinetinstallation5.1.3.2.1unpackingandinspection(1)togetherwithowners,supervisioncarriedoutjointlyonbehalfofthecompany,signedaftertheinspectionopeninginspectionrecords;(2)beforeunpacking,onthesurroundingfloors,tablesandchairs,tools,staticeliminationmeasurestaken,checkthedevicepackagingiscomplete;uponopeningthebox,youshouldcheckifthepackagingisdamaged,whetherthewater,moisture-proof,shock-proofmeasuresisgood;(3)specialtoolsshouldbeusedwhenopeningthebox,presslevel,inordertoopenpackaging;becautious,non-violentbeating;(4)outoftheboxinaccordancewiththepackinglistonebyoneafteraninventoryofallhardware,spareparts,arandomnumberoftools,models,specifications,shouldbeconsistentwiththepackinglist;hardwarelooksgood,nodeformation,breakage,especiallyoffdefectssuch 工程名称：默勒二矿改扩建主井2900水平井底车场部位：中央水泵房通道18～121.2m工程量：3.2m保证项目检验项目质量情况评定情况1、基岩爆破法掘进必须采用光面爆破，爆破图表齐全，爆破参数选择合理。光面爆破的施工应符合作业规程规定符合设计符合2、基岩掘进的临时支护必须符合作业规程的规定符合设计符合基本项目检验项目（设计值）标准规定测点部位检查点检查记录等级合格率合格优良12345678合格85﹪1、宽度（2400）-50～＋2000～＋200左上175717561765中176517601758下176017551765右上174017451747中175517501760下1750174517252、高度腰线上（1200）腰线下（1600）-50～＋2000～＋200顶左164021401856中173021001780右172515501715底1550154014303、坡度±1‰±0.5‰4‰∠评定等级施工负责人（区、队长）：检验人员：核定等级建设单位：监理单位：检验日期09年12月10日锚杆支护分项工程质量检验评定表工程名称：默勒二矿改扩建主井2900水平井底车场部位：中央水泵房通道18～121.2m工程量：3.2mpersonalsafetyandsafetyequipment.5.1.1.6constructionoverallarrangementofinstruments(seethefollowingfigure)...5.1.3.1.1cabinets,Terminalcabinets,enclosures,UPSbatterycabinetbasehot-rolledanglesteel,hot-rolledangleironandsteelproduction,thesupportbaseasawholeshouldbekeptstraight,theweldsizeoveralldimensionsmeettherequirementsshouldbetheprinciple,Stentpositioningandembeddedpartsafterweldinginprison.5.1.3.1.2bracketmountingholesrequiredonarrivalatthescene,cabinetbaseholedimensionprocessing.Enclosurebasemustbeinthecontrolroomthecontrolroomfloorbeforeyoustarttheinstallationtocomplete,andactivitiesshouldbeconsideredafloorsupportframesetmatch.Baseinstallationerrorsshowninthetablebelow.Permissibledeviationsmm/mitemsmm/fulllengthstraightlevel1,5,1,5,positionerrorandparalleldegree55.1.3.2systemPanel,cabinetinstallation5.1.3.2.1unpackingandinspection(1)togetherwithowners,supervisioncarriedoutjointlyonbehalfofthecompany,signedaftertheinspectionopeninginspectionrecords;(2)beforeunpacking,onthesurroundingfloors,tablesandchairs,tools,staticeliminationmeasurestaken,checkthedevicepackagingiscomplete;uponopeningthebox,youshouldcheckifthepackagingisdamaged,whetherthewater,moisture-proof,shock-proofmeasuresisgood;(3)specialtoolsshouldbeusedwhenopeningthebox,presslevel,inordertoopenpackaging;becautious,non-violentbeating;(4)outoftheboxinaccordancewiththepackinglistonebyoneafteraninventoryofallhardware,spareparts,arandomnumberoftools,models,specifications,shouldbeconsistentwiththepackinglist;hardwarelooksgood,nodeformation,breakage,especiallyoffdefectssuch 保证项目检验项目质量情况评定情况1杆体及配件的材质、品种、规格、强度结构必须符合设计要求符合设计符合2水泥卷、树脂卷和砂浆锚固的材质、规格、配比、性能必须符合设计要求符合设计符合基本项目检验项目（设计值）标准规定测点部位检查点检查（抽查）记录等级合格率合格优良12345合格85﹪1.安装质量基本密贴壁面（√）密贴壁面楔紧（∠）1√√√2√√∠3√√√4∠√√5√√∠6∠√∠2、抗拔力（KN）不小于设计90﹪不小于设计123允许偏差项目检验项目（设计值）检查点检查（抽查）记录允许偏差（设计值）测点部位123456合格率等级1、间距（800）排距（800）±100间距81080580080﹪合格排距8008108002、孔深0～＋501177517671755217451755174531746177017653、角度（90°）≤15°1234、外露长度≤50145505025045503485045评定等级施工负责人（区、队长）：检验人员：核定等级建设单位：监理单位：监理单位检验日期09年12月10日personalsafetyandsafetyequipment.5.1.1.6constructionoverallarrangementofinstruments(seethefollowingfigure)...5.1.3.1.1cabinets,Terminalcabinets,enclosures,UPSbatterycabinetbasehot-rolledanglesteel,hot-rolledangleironandsteelproduction,thesupportbaseasawholeshouldbekeptstraight,theweldsizeoveralldimensionsmeettherequirementsshouldbetheprinciple,Stentpositioningandembeddedpartsafterweldinginprison.5.1.3.1.2bracketmountingholesrequiredonarrivalatthescene,cabinetbaseholedimensionprocessing.Enclosurebasemustbeinthecontrolroomthecontrolroomfloorbeforeyoustarttheinstallationtocomplete,andactivitiesshouldbeconsideredafloorsupportframesetmatch.Baseinstallationerrorsshowninthetablebelow.Permissibledeviationsmm/mitemsmm/fulllengthstraightlevel1,5,1,5,positionerrorandparalleldegree55.1.3.2systemPanel,cabinetinstallation5.1.3.2.1unpackingandinspection(1)togetherwithowners,supervisioncarriedoutjointlyonbehalfofthecompany,signedaftertheinspectionopeninginspectionrecords;(2)beforeunpacking,onthesurroundingfloors,tablesandchairs,tools,staticeliminationmeasurestaken,checkthedevicepackagingiscomplete;uponopeningthebox,youshouldcheckifthepackagingisdamaged,whetherthewater,moisture-proof,shock-proofmeasuresisgood;(3)specialtoolsshouldbeusedwhenopeningthebox,presslevel,inordertoopenpackaging;becautious,non-violentbeating;(4)outoftheboxinaccordancewiththepackinglistonebyoneafteraninventoryofallhardware,spareparts,arandomnumberoftools,models,specifications,shouldbeconsistentwiththepackinglist;hardwarelooksgood,nodeformation,breakage,especiallyoffdefectssuch 分项工程报验申请表工程名称：默勒二矿改扩建主井2900水平井底车场编号011致：宁夏灵州工程监理咨询公司（监理单位）我单位已完成2900水平井底车场南绕巷（四号交叉点至二号交叉点）171.4～226.87m段基岩掘进、钢筋网喷射混凝土支护、锚杆支护分项工作，现上报该工程报验申请表，请予以审查和验收。附件：巷道基岩掘进分项工程质量检验评定表锚杆支护分项工程质量检验评定表承包单位(章)：项目经理：日期：审查意见：项目监理机构（章）：专业监理工程师：日期：personalsafetyandsafetyequipment.5.1.1.6constructionoverallarrangementofinstruments(seethefollowingfigure)...5.1.3.1.1cabinets,Terminalcabinets,enclosures,UPSbatterycabinetbasehot-rolledanglesteel,hot-rolledangleironandsteelproduction,thesupportbaseasawholeshouldbekeptstraight,theweldsizeoveralldimensionsmeettherequirementsshouldbetheprinciple,Stentpositioningandembeddedpartsafterweldinginprison.5.1.3.1.2bracketmountingholesrequiredonarrivalatthescene,cabinetbaseholedimensionprocessing.Enclosurebasemustbeinthecontrolroomthecontrolroomfloorbeforeyoustarttheinstallationtocomplete,andactivitiesshouldbeconsideredafloorsupportframesetmatch.Baseinstallationerrorsshowninthetablebelow.Permissibledeviationsmm/mitemsmm/fulllengthstraightlevel1,5,1,5,positionerrorandparalleldegree55.1.3.2systemPanel,cabinetinstallation5.1.3.2.1unpackingandinspection(1)togetherwithowners,supervisioncarriedoutjointlyonbehalfofthecompany,signedaftertheinspectionopeninginspectionrecords;(2)beforeunpacking,onthesurroundingfloors,tablesandchairs,tools,staticeliminationmeasurestaken,checkthedevicepackagingiscomplete;uponopeningthebox,youshouldcheckifthepackagingisdamaged,whetherthewater,moisture-proof,shock-proofmeasuresisgood;(3)specialtoolsshouldbeusedwhenopeningthebox,presslevel,inordertoopenpackaging;becautious,non-violentbeating;(4)outoftheboxinaccordancewiththepackinglistonebyoneafteraninventoryofallhardware,spareparts,arandomnumberoftools,models,specifications,shouldbeconsistentwiththepackinglist;hardwarelooksgood,nodeformation,breakage,especiallyoffdefectssuch 锚杆支护分项工程质量检验评定表工程名称：默勒二矿改扩建主井2900水平井底车场部位：南绕巷197.8～200.44m工程量：2.64m保证项目检验项目质量情况评定情况1杆体及配件的材质、品种、规格、强度结构必须符合设计要求符合设计符合2水泥卷、树脂卷和砂浆锚固的材质、规格、配比、性能必须符合设计要求符合设计符合基本项目检验项目（设计值）标准规定测点部位检查点检查（抽查）记录等级合格率合格优良12345合格85﹪1.安装质量基本密贴壁面（√）密贴壁面楔紧（∠）1√√√2√√∠3√√√4∠√√5√√∠6∠√∠2、抗拔力（KN）不小于设计90﹪不小于设计123允许偏差项目检验项目（设计值）检查点检查（抽查）记录允许偏差（设计值）测点部位123456合格率等级1、间距（800）排距（800）±100间距81080580080﹪合格排距8008108002、孔深0～＋501178517871795217951785178531796179017953、角度（90°）≤15°1234、外露长度≤50150505024548503485045评定等级施工负责人（区、队长）：检验人员：核定等级建设单位：监理单位：监理单位：施工单位检验日期09年11月5日personalsafetyandsafetyequipment.5.1.1.6constructionoverallarrangementofinstruments(seethefollowingfigure)...5.1.3.1.1cabinets,Terminalcabinets,enclosures,UPSbatterycabinetbasehot-rolledanglesteel,hot-rolledangleironandsteelproduction,thesupportbaseasawholeshouldbekeptstraight,theweldsizeoveralldimensionsmeettherequirementsshouldbetheprinciple,Stentpositioningandembeddedpartsafterweldinginprison.5.1.3.1.2bracketmountingholesrequiredonarrivalatthescene,cabinetbaseholedimensionprocessing.Enclosurebasemustbeinthecontrolroomthecontrolroomfloorbeforeyoustarttheinstallationtocomplete,andactivitiesshouldbeconsideredafloorsupportframesetmatch.Baseinstallationerrorsshowninthetablebelow.Permissibledeviationsmm/mitemsmm/fulllengthstraightlevel1,5,1,5,positionerrorandparalleldegree55.1.3.2systemPanel,cabinetinstallation5.1.3.2.1unpackingandinspection(1)togetherwithowners,supervisioncarriedoutjointlyonbehalfofthecompany,signedaftertheinspectionopeninginspectionrecords;(2)beforeunpacking,onthesurroundingfloors,tablesandchairs,tools,staticeliminationmeasurestaken,checkthedevicepackagingiscomplete;uponopeningthebox,youshouldcheckifthepackagingisdamaged,whetherthewater,moisture-proof,shock-proofmeasuresisgood;(3)specialtoolsshouldbeusedwhenopeningthebox,presslevel,inordertoopenpackaging;becautious,non-violentbeating;(4)outoftheboxinaccordancewiththepackinglistonebyoneafteraninventoryofallhardware,spareparts,arandomnumberoftools,models,specifications,shouldbeconsistentwiththepackinglist;hardwarelooksgood,nodeformation,breakage,especiallyoffdefectssuch 巷道基岩掘进分项工程质量检验评定表工程名称：默勒二矿改扩建主井2900水平井底车场部位：南绕巷197.8～200.44m工程量：2.64m保证项目检验项目质量情况评定情况1、基岩爆破法掘进必须采用光面爆破，爆破图表齐全，爆破参数选择合理。光面爆破的施工应符合作业规程规定符合设计符合2、基岩掘进的临时支护必须符合作业规程的规定符合设计符合基本项目检验项目（设计值）标准规定测点部位检查点检查记录等级合格率合格优良12345678合格85﹪1、宽度（3300）-50～＋2000～＋200左上172017201710中172517151720下171517251725右上172217201710中173017251730下1720172317252、高度腰线上（1650）腰线下（1500）-50～＋2000～＋200顶左185019101900中186518851845右190018901885底1480154014503、坡度±1‰±0.5‰4‰∠评定等级施工负责人（区、队长）：检验人员：核定等级建设单位：监理单位：施工单位：检验日期09年11月5日personalsafetyandsafetyequipment.5.1.1.6constructionoverallarrangementofinstruments(seethefollowingfigure)...5.1.3.1.1cabinets,Terminalcabinets,enclosures,UPSbatterycabinetbasehot-rolledanglesteel,hot-rolledangleironandsteelproduction,thesupportbaseasawholeshouldbekeptstraight,theweldsizeoveralldimensionsmeettherequirementsshouldbetheprinciple,Stentpositioningandembeddedpartsafterweldinginprison.5.1.3.1.2bracketmountingholesrequiredonarrivalatthescene,cabinetbaseholedimensionprocessing.Enclosurebasemustbeinthecontrolroomthecontrolroomfloorbeforeyoustarttheinstallationtocomplete,andactivitiesshouldbeconsideredafloorsupportframesetmatch.Baseinstallationerrorsshowninthetablebelow.Permissibledeviationsmm/mitemsmm/fulllengthstraightlevel1,5,1,5,positionerrorandparalleldegree55.1.3.2systemPanel,cabinetinstallation5.1.3.2.1unpackingandinspection(1)togetherwithowners,supervisioncarriedoutjointlyonbehalfofthecompany,signedaftertheinspectionopeninginspectionrecords;(2)beforeunpacking,onthesurroundingfloors,tablesandchairs,tools,staticeliminationmeasurestaken,checkthedevicepackagingiscomplete;uponopeningthebox,youshouldcheckifthepackagingisdamaged,whetherthewater,moisture-proof,shock-proofmeasuresisgood;(3)specialtoolsshouldbeusedwhenopeningthebox,presslevel,inordertoopenpackaging;becautious,non-violentbeating;(4)outoftheboxinaccordancewiththepackinglistonebyoneafteraninventoryofallhardware,spareparts,arandomnumberoftools,models,specifications,shouldbeconsistentwiththepackinglist;hardwarelooksgood,nodeformation,breakage,especiallyoffdefectssuch 分项工程报验申请表工程名称：默勒二矿改扩建主井2900水平井底车场编号012致：宁夏灵州工程监理咨询公司（监理单位）我单位已完成2900水平井底车场南绕巷（四号交叉点至二号交叉点）171.4～226.87m段基岩掘进、钢筋网喷射混凝土支护、锚杆支护分项工作，现上报该工程报验申请表，请予以审查和验收。附件：巷道基岩掘进分项工程质量检验评定表锚杆支护分项工程质量检验评定表承包单位(章)：项目经理：日期：审查意见：项目监理机构（章）：专业监理工程师：日期：personalsafetyandsafetyequipment.5.1.1.6constructionoverallarrangementofinstruments(seethefollowingfigure)...5.1.3.1.1cabinets,Terminalcabinets,enclosures,UPSbatterycabinetbasehot-rolledanglesteel,hot-rolledangleironandsteelproduction,thesupportbaseasawholeshouldbekeptstraight,theweldsizeoveralldimensionsmeettherequirementsshouldbetheprinciple,Stentpositioningandembeddedpartsafterweldinginprison.5.1.3.1.2bracketmountingholesrequiredonarrivalatthescene,cabinetbaseholedimensionprocessing.Enclosurebasemustbeinthecontrolroomthecontrolroomfloorbeforeyoustarttheinstallationtocomplete,andactivitiesshouldbeconsideredafloorsupportframesetmatch.Baseinstallationerrorsshowninthetablebelow.Permissibledeviationsmm/mitemsmm/fulllengthstraightlevel1,5,1,5,positionerrorandparalleldegree55.1.3.2systemPanel,cabinetinstallation5.1.3.2.1unpackingandinspection(1)togetherwithowners,supervisioncarriedoutjointlyonbehalfofthecompany,signedaftertheinspectionopeninginspectionrecords;(2)beforeunpacking,onthesurroundingfloors,tablesandchairs,tools,staticeliminationmeasurestaken,checkthedevicepackagingiscomplete;uponopeningthebox,youshouldcheckifthepackagingisdamaged,whetherthewater,moisture-proof,shock-proofmeasuresisgood;(3)specialtoolsshouldbeusedwhenopeningthebox,presslevel,inordertoopenpackaging;becautious,non-violentbeating;(4)outoftheboxinaccordancewiththepackinglistonebyoneafteraninventoryofallhardware,spareparts,arandomnumberoftools,models,specifications,shouldbeconsistentwiththepackinglist;hardwarelooksgood,nodeformation,breakage,especiallyoffdefectssuch 巷道基岩掘进分项工程质量检验评定表工程名称：默勒二矿改扩建主井2900水平井底车场部位：南绕巷200.44～203.08m工程量：2.64m保证项目检验项目质量情况评定情况1、基岩爆破法掘进必须采用光面爆破，爆破图表齐全，爆破参数选择合理。光面爆破的施工应符合作业规程规定符合设计符合2、基岩掘进的临时支护必须符合作业规程的规定符合设计符合基本项目检验项目（设计值）标准规定测点部位检查点检查记录等级合格率合格优良12345678合格85﹪1、宽度（3300）-50～＋2000～＋200左上172017201710中172517151720下171517251725右上172217201710中173017251730下1720172317252、高度腰线上（1650）腰线下（1500）-50～＋2000～＋200顶左172017281725中172017251710右172017251720底1480146514503、坡度±1‰±0.5‰4‰∠评定等级施工负责人（区、队长）：检验人员：核定等级建设单位：监理单位：施工单位：检验日期09年11月6日personalsafetyandsafetyequipment.5.1.1.6constructionoverallarrangementofinstruments(seethefollowingfigure)...5.1.3.1.1cabinets,Terminalcabinets,enclosures,UPSbatterycabinetbasehot-rolledanglesteel,hot-rolledangleironandsteelproduction,thesupportbaseasawholeshouldbekeptstraight,theweldsizeoveralldimensionsmeettherequirementsshouldbetheprinciple,Stentpositioningandembeddedpartsafterweldinginprison.5.1.3.1.2bracketmountingholesrequiredonarrivalatthescene,cabinetbaseholedimensionprocessing.Enclosurebasemustbeinthecontrolroomthecontrolroomfloorbeforeyoustarttheinstallationtocomplete,andactivitiesshouldbeconsideredafloorsupportframesetmatch.Baseinstallationerrorsshowninthetablebelow.Permissibledeviationsmm/mitemsmm/fulllengthstraightlevel1,5,1,5,positionerrorandparalleldegree55.1.3.2systemPanel,cabinetinstallation5.1.3.2.1unpackingandinspection(1)togetherwithowners,supervisioncarriedoutjointlyonbehalfofthecompany,signedaftertheinspectionopeninginspectionrecords;(2)beforeunpacking,onthesurroundingfloors,tablesandchairs,tools,staticeliminationmeasurestaken,checkthedevicepackagingiscomplete;uponopeningthebox,youshouldcheckifthepackagingisdamaged,whetherthewater,moisture-proof,shock-proofmeasuresisgood;(3)specialtoolsshouldbeusedwhenopeningthebox,presslevel,inordertoopenpackaging;becautious,non-violentbeating;(4)outoftheboxinaccordancewiththepackinglistonebyoneafteraninventoryofallhardware,spareparts,arandomnumberoftools,models,specifications,shouldbeconsistentwiththepackinglist;hardwarelooksgood,nodeformation,breakage,especiallyoffdefectssuch 锚杆支护分项工程质量检验评定表工程名称：默勒二矿改扩建主井2900水平井底车场部位：南绕巷200.44～203.08m工程量：2.64m保证项目检验项目质量情况评定情况1杆体及配件的材质、品种、规格、强度结构必须符合设计要求符合设计符合2水泥卷、树脂卷和砂浆锚固的材质、规格、配比、性能必须符合设计要求符合设计符合基本项目检验项目（设计值）标准规定测点部位检查点检查（抽查）记录等级合格率合格优良12345合格85﹪1.安装质量基本密贴壁面（√）密贴壁面楔紧（∠）1√√√2√√∠3√√√4∠√√5√√∠6∠√∠2、抗拔力（KN）不小于设计90﹪不小于设计123允许偏差项目检验项目（设计值）检查点检查（抽查）记录允许偏差（设计值）测点部位1234567合格率等级1、间距（800）排距（800）±100间距80081080080﹪合格排距8108008102、孔深0～＋501179517801785217801780179031790179517853、角度（90°）≤15°1234、外露长度≤50150455024550503484545评定等级施工负责人（区、队长）：检验人员：核定等级建设单位：监理单位：监理单位：施工单位检验日期09年11月6日personalsafetyandsafetyequipment.5.1.1.6constructionoverallarrangementofinstruments(seethefollowingfigure)...5.1.3.1.1cabinets,Terminalcabinets,enclosures,UPSbatterycabinetbasehot-rolledanglesteel,hot-rolledangleironandsteelproduction,thesupportbaseasawholeshouldbekeptstraight,theweldsizeoveralldimensionsmeettherequirementsshouldbetheprinciple,Stentpositioningandembeddedpartsafterweldinginprison.5.1.3.1.2bracketmountingholesrequiredonarrivalatthescene,cabinetbaseholedimensionprocessing.Enclosurebasemustbeinthecontrolroomthecontrolroomfloorbeforeyoustarttheinstallationtocomplete,andactivitiesshouldbeconsideredafloorsupportframesetmatch.Baseinstallationerrorsshowninthetablebelow.Permissibledeviationsmm/mitemsmm/fulllengthstraightlevel1,5,1,5,positionerrorandparalleldegree55.1.3.2systemPanel,cabinetinstallation5.1.3.2.1unpackingandinspection(1)togetherwithowners,supervisioncarriedoutjointlyonbehalfofthecompany,signedaftertheinspectionopeninginspectionrecords;(2)beforeunpacking,onthesurroundingfloors,tablesandchairs,tools,staticeliminationmeasurestaken,checkthedevicepackagingiscomplete;uponopeningthebox,youshouldcheckifthepackagingisdamaged,whetherthewater,moisture-proof,shock-proofmeasuresisgood;(3)specialtoolsshouldbeusedwhenopeningthebox,presslevel,inordertoopenpackaging;becautious,non-violentbeating;(4)outoftheboxinaccordancewiththepackinglistonebyoneafteraninventoryofallhardware,spareparts,arandomnumberoftools,models,specifications,shouldbeconsistentwiththepackinglist;hardwarelooksgood,nodeformation,breakage,especiallyoffdefectssuch 分项工程报验申请表工程名称：默勒二矿改扩建主井2900水平井底车场编号013致：宁夏灵州工程监理咨询公司（监理单位）我单位已完成2900水平井底车场南绕巷（四号交叉点至二号交叉点）171.4～226.87m段基岩掘进、钢筋网喷射混凝土支护、锚杆支护分项工作，现上报该工程报验申请表，请予以审查和验收。附件：巷道基岩掘进分项工程质量检验评定表锚杆支护分项工程质量检验评定表承包单位(章)：项目经理：日期：审查意见：项目监理机构（章）：专业监理工程师：日期：personalsafetyandsafetyequipment.5.1.1.6constructionoverallarrangementofinstruments(seethefollowingfigure)...5.1.3.1.1cabinets,Terminalcabinets,enclosures,UPSbatterycabinetbasehot-rolledanglesteel,hot-rolledangleironandsteelproduction,thesupportbaseasawholeshouldbekeptstraight,theweldsizeoveralldimensionsmeettherequirementsshouldbetheprinciple,Stentpositioningandembeddedpartsafterweldinginprison.5.1.3.1.2bracketmountingholesrequiredonarrivalatthescene,cabinetbaseholedimensionprocessing.Enclosurebasemustbeinthecontrolroomthecontrolroomfloorbeforeyoustarttheinstallationtocomplete,andactivitiesshouldbeconsideredafloorsupportframesetmatch.Baseinstallationerrorsshowninthetablebelow.Permissibledeviationsmm/mitemsmm/fulllengthstraightlevel1,5,1,5,positionerrorandparalleldegree55.1.3.2systemPanel,cabinetinstallation5.1.3.2.1unpackingandinspection(1)togetherwithowners,supervisioncarriedoutjointlyonbehalfofthecompany,signedaftertheinspectionopeninginspectionrecords;(2)beforeunpacking,onthesurroundingfloors,tablesandchairs,tools,staticeliminationmeasurestaken,checkthedevicepackagingiscomplete;uponopeningthebox,youshouldcheckifthepackagingisdamaged,whetherthewater,moisture-proof,shock-proofmeasuresisgood;(3)specialtoolsshouldbeusedwhenopeningthebox,presslevel,inordertoopenpackaging;becautious,non-violentbeating;(4)outoftheboxinaccordancewiththepackinglistonebyoneafteraninventoryofallhardware,spareparts,arandomnumberoftools,models,specifications,shouldbeconsistentwiththepackinglist;hardwarelooksgood,nodeformation,breakage,especiallyoffdefectssuch 巷道基岩掘进分项工程质量检验评定表工程名称：默勒二矿改扩建主井2900水平井底车场部位：南绕巷203.08～205.72m工程量：2.64m保证项目检验项目质量情况评定情况1、基岩爆破法掘进必须采用光面爆破，爆破图表齐全，爆破参数选择合理。光面爆破的施工应符合作业规程规定符合设计符合2、基岩掘进的临时支护必须符合作业规程的规定符合设计符合基本项目检验项目（设计值）标准规定测点部位检查点检查记录等级合格率合格优良12345678合格85﹪1、宽度（3300）-50～＋2000～＋200左上172017201710中172517151720下171517251725右上172217201710中173017251730下1720172317252、高度腰线上（1650）腰线下（1500）-50～＋2000～＋200顶左172017281725中172017251710右172017251720底1480146514503、坡度±1‰±0.5‰4‰∠评定等级施工负责人（区、队长）：检验人员：核定等级建设单位：监理单位：施工单位：检验日期09年11月7日personalsafetyandsafetyequipment.5.1.1.6constructionoverallarrangementofinstruments(seethefollowingfigure)...5.1.3.1.1cabinets,Terminalcabinets,enclosures,UPSbatterycabinetbasehot-rolledanglesteel,hot-rolledangleironandsteelproduction,thesupportbaseasawholeshouldbekeptstraight,theweldsizeoveralldimensionsmeettherequirementsshouldbetheprinciple,Stentpositioningandembeddedpartsafterweldinginprison.5.1.3.1.2bracketmountingholesrequiredonarrivalatthescene,cabinetbaseholedimensionprocessing.Enclosurebasemustbeinthecontrolroomthecontrolroomfloorbeforeyoustarttheinstallationtocomplete,andactivitiesshouldbeconsideredafloorsupportframesetmatch.Baseinstallationerrorsshowninthetablebelow.Permissibledeviationsmm/mitemsmm/fulllengthstraightlevel1,5,1,5,positionerrorandparalleldegree55.1.3.2systemPanel,cabinetinstallation5.1.3.2.1unpackingandinspection(1)togetherwithowners,supervisioncarriedoutjointlyonbehalfofthecompany,signedaftertheinspectionopeninginspectionrecords;(2)beforeunpacking,onthesurroundingfloors,tablesandchairs,tools,staticeliminationmeasurestaken,checkthedevicepackagingiscomplete;uponopeningthebox,youshouldcheckifthepackagingisdamaged,whetherthewater,moisture-proof,shock-proofmeasuresisgood;(3)specialtoolsshouldbeusedwhenopeningthebox,presslevel,inordertoopenpackaging;becautious,non-violentbeating;(4)outoftheboxinaccordancewiththepackinglistonebyoneafteraninventoryofallhardware,spareparts,arandomnumberoftools,models,specifications,shouldbeconsistentwiththepackinglist;hardwarelooksgood,nodeformation,breakage,especiallyoffdefectssuch 锚杆支护分项工程质量检验评定表工程名称：默勒二矿改扩建主井2900水平井底车场部位：南绕巷203.08～205.72m工程量：2.64m保证项目检验项目质量情况评定情况1杆体及配件的材质、品种、规格、强度结构必须符合设计要求符合设计符合2水泥卷、树脂卷和砂浆锚固的材质、规格、配比、性能必须符合设计要求符合设计符合基本项目检验项目（设计值）标准规定测点部位检查点检查（抽查）记录等级合格率合格优良12345合格85﹪1.安装质量基本密贴壁面（√）密贴壁面楔紧（∠）1√√√2√√∠3√√√4∠√√5√√∠6∠√∠2、抗拔力（KN）不小于设计90﹪不小于设计123允许偏差项目检验项目（设计值）检查点检查（抽查）记录允许偏差（设计值）测点部位1234567合格率等级1、间距（800）排距（800）±100间距80081080080﹪合格排距8108008102、孔深0～＋501176517601755217601745175031770175517453、角度（90°）≤15°1234、外露长度≤50150455024550503484545评定等级施工负责人（区、队长）：检验人员：核定等级建设单位：监理单位：监理单位：施工单位检验日期09年11月7日personalsafetyandsafetyequipment.5.1.1.6constructionoverallarrangementofinstruments(seethefollowingfigure)...5.1.3.1.1cabinets,Terminalcabinets,enclosures,UPSbatterycabinetbasehot-rolledanglesteel,hot-rolledangleironandsteelproduction,thesupportbaseasawholeshouldbekeptstraight,theweldsizeoveralldimensionsmeettherequirementsshouldbetheprinciple,Stentpositioningandembeddedpartsafterweldinginprison.5.1.3.1.2bracketmountingholesrequiredonarrivalatthescene,cabinetbaseholedimensionprocessing.Enclosurebasemustbeinthecontrolroomthecontrolroomfloorbeforeyoustarttheinstallationtocomplete,andactivitiesshouldbeconsideredafloorsupportframesetmatch.Baseinstallationerrorsshowninthetablebelow.Permissibledeviationsmm/mitemsmm/fulllengthstraightlevel1,5,1,5,positionerrorandparalleldegree55.1.3.2systemPanel,cabinetinstallation5.1.3.2.1unpackingandinspection(1)togetherwithowners,supervisioncarriedoutjointlyonbehalfofthecompany,signedaftertheinspectionopeninginspectionrecords;(2)beforeunpacking,onthesurroundingfloors,tablesandchairs,tools,staticeliminationmeasurestaken,checkthedevicepackagingiscomplete;uponopeningthebox,youshouldcheckifthepackagingisdamaged,whetherthewater,moisture-proof,shock-proofmeasuresisgood;(3)specialtoolsshouldbeusedwhenopeningthebox,presslevel,inordertoopenpackaging;becautious,non-violentbeating;(4)outoftheboxinaccordancewiththepackinglistonebyoneafteraninventoryofallhardware,spareparts,arandomnumberoftools,models,specifications,shouldbeconsistentwiththepackinglist;hardwarelooksgood,nodeformation,breakage,especiallyoffdefectssuch 分项工程报验申请表工程名称：默勒二矿改扩建主井2900水平井底车场编号014致：宁夏灵州工程监理咨询公司（监理单位）我单位已完成2900水平井底车场南绕巷（四号交叉点至二号交叉点）171.4～226.87m段基岩掘进、钢筋网喷射混凝土支护、锚杆支护分项工作，现上报该工程报验申请表，请予以审查和验收。附件：巷道基岩掘进分项工程质量检验评定表锚杆支护分项工程质量检验评定表承包单位(章)：项目经理：日期：审查意见：项目监理机构（章）：专业监理工程师：日期：personalsafetyandsafetyequipment.5.1.1.6constructionoverallarrangementofinstruments(seethefollowingfigure)...5.1.3.1.1cabinets,Terminalcabinets,enclosures,UPSbatterycabinetbasehot-rolledanglesteel,hot-rolledangleironandsteelproduction,thesupportbaseasawholeshouldbekeptstraight,theweldsizeoveralldimensionsmeettherequirementsshouldbetheprinciple,Stentpositioningandembeddedpartsafterweldinginprison.5.1.3.1.2bracketmountingholesrequiredonarrivalatthescene,cabinetbaseholedimensionprocessing.Enclosurebasemustbeinthecontrolroomthecontrolroomfloorbeforeyoustarttheinstallationtocomplete,andactivitiesshouldbeconsideredafloorsupportframesetmatch.Baseinstallationerrorsshowninthetablebelow.Permissibledeviationsmm/mitemsmm/fulllengthstraightlevel1,5,1,5,positionerrorandparalleldegree55.1.3.2systemPanel,cabinetinstallation5.1.3.2.1unpackingandinspection(1)togetherwithowners,supervisioncarriedoutjointlyonbehalfofthecompany,signedaftertheinspectionopeninginspectionrecords;(2)beforeunpacking,onthesurroundingfloors,tablesandchairs,tools,staticeliminationmeasurestaken,checkthedevicepackagingiscomplete;uponopeningthebox,youshouldcheckifthepackagingisdamaged,whetherthewater,moisture-proof,shock-proofmeasuresisgood;(3)specialtoolsshouldbeusedwhenopeningthebox,presslevel,inordertoopenpackaging;becautious,non-violentbeating;(4)outoftheboxinaccordancewiththepackinglistonebyoneafteraninventoryofallhardware,spareparts,arandomnumberoftools,models,specifications,shouldbeconsistentwiththepackinglist;hardwarelooksgood,nodeformation,breakage,especiallyoffdefectssuch 巷道基岩掘进分项工程质量检验评定表工程名称：默勒二矿改扩建主井2900水平井底车场部位：南绕巷205.72～208.36m工程量：2.64m保证项目检验项目质量情况评定情况1、基岩爆破法掘进必须采用光面爆破，爆破图表齐全，爆破参数选择合理。光面爆破的施工应符合作业规程规定符合设计符合2、基岩掘进的临时支护必须符合作业规程的规定符合设计符合基本项目检验项目（设计值）标准规定测点部位检查点检查记录等级合格率合格优良12345678合格85﹪1、宽度（3300）-50～＋2000～＋200左上175017101720中173517151715下172517351725右上172017251710中172017251715下1720172517252、高度腰线上（1650）腰线下（1500）-50～＋2000～＋200顶左190019401890中191019201925右189519301925底1450155014853、坡度±1‰±0.5‰4‰∠评定等级施工负责人（区、队长）：检验人员：核定等级建设单位：监理单位：施工单位：检验日期09年11月8日personalsafetyandsafetyequipment.5.1.1.6constructionoverallarrangementofinstruments(seethefollowingfigure)...5.1.3.1.1cabinets,Terminalcabinets,enclosures,UPSbatterycabinetbasehot-rolledanglesteel,hot-rolledangleironandsteelproduction,thesupportbaseasawholeshouldbekeptstraight,theweldsizeoveralldimensionsmeettherequirementsshouldbetheprinciple,Stentpositioningandembeddedpartsafterweldinginprison.5.1.3.1.2bracketmountingholesrequiredonarrivalatthescene,cabinetbaseholedimensionprocessing.Enclosurebasemustbeinthecontrolroomthecontrolroomfloorbeforeyoustarttheinstallationtocomplete,andactivitiesshouldbeconsideredafloorsupportframesetmatch.Baseinstallationerrorsshowninthetablebelow.Permissibledeviationsmm/mitemsmm/fulllengthstraightlevel1,5,1,5,positionerrorandparalleldegree55.1.3.2systemPanel,cabinetinstallation5.1.3.2.1unpackingandinspection(1)togetherwithowners,supervisioncarriedoutjointlyonbehalfofthecompany,signedaftertheinspectionopeninginspectionrecords;(2)beforeunpacking,onthesurroundingfloors,tablesandchairs,tools,staticeliminationmeasurestaken,checkthedevicepackagingiscomplete;uponopeningthebox,youshouldcheckifthepackagingisdamaged,whetherthewater,moisture-proof,shock-proofmeasuresisgood;(3)specialtoolsshouldbeusedwhenopeningthebox,presslevel,inordertoopenpackaging;becautious,non-violentbeating;(4)outoftheboxinaccordancewiththepackinglistonebyoneafteraninventoryofallhardware,spareparts,arandomnumberoftools,models,specifications,shouldbeconsistentwiththepackinglist;hardwarelooksgood,nodeformation,breakage,especiallyoffdefectssuch 锚杆支护分项工程质量检验评定表工程名称：默勒二矿改扩建主井2900水平井底车场部位：南绕巷205.72～208.36m工程量：2.64m保证项目检验项目质量情况评定情况1杆体及配件的材质、品种、规格、强度结构必须符合设计要求符合设计符合2水泥卷、树脂卷和砂浆锚固的材质、规格、配比、性能必须符合设计要求符合设计符合基本项目检验项目（设计值）标准规定测点部位检查点检查（抽查）记录等级合格率合格优良12345合格85﹪1.安装质量基本密贴壁面（√）密贴壁面楔紧（∠）1√√√2√√∠3√√√4∠√√5√√∠6∠√∠2、抗拔力（KN）不小于设计90﹪不小于设计123允许偏差项目检验项目（设计值）检查点检查（抽查）记录允许偏差（设计值）测点部位1234567合格率等级1、间距（800）排距（800）±100间距81080580080﹪合格排距8008108002、孔深0～＋501178517871795217951785178531796179017953、角度（90°）≤15°1234、外露长度≤50150504024545503504045评定等级施工负责人（区、队长）：检验人员：核定等级建设单位：监理单位：监理单位：施工单位检验日期09年11月8日personalsafetyandsafetyequipment.5.1.1.6constructionoverallarrangementofinstruments(seethefollowingfigure)...5.1.3.1.1cabinets,Terminalcabinets,enclosures,UPSbatterycabinetbasehot-rolledanglesteel,hot-rolledangleironandsteelproduction,thesupportbaseasawholeshouldbekeptstraight,theweldsizeoveralldimensionsmeettherequirementsshouldbetheprinciple,Stentpositioningandembeddedpartsafterweldinginprison.5.1.3.1.2bracketmountingholesrequiredonarrivalatthescene,cabinetbaseholedimensionprocessing.Enclosurebasemustbeinthecontrolroomthecontrolroomfloorbeforeyoustarttheinstallationtocomplete,andactivitiesshouldbeconsideredafloorsupportframesetmatch.Baseinstallationerrorsshowninthetablebelow.Permissibledeviationsmm/mitemsmm/fulllengthstraightlevel1,5,1,5,positionerrorandparalleldegree55.1.3.2systemPanel,cabinetinstallation5.1.3.2.1unpackingandinspection(1)togetherwithowners,supervisioncarriedoutjointlyonbehalfofthecompany,signedaftertheinspectionopeninginspectionrecords;(2)beforeunpacking,onthesurroundingfloors,tablesandchairs,tools,staticeliminationmeasurestaken,checkthedevicepackagingiscomplete;uponopeningthebox,youshouldcheckifthepackagingisdamaged,whetherthewater,moisture-proof,shock-proofmeasuresisgood;(3)specialtoolsshouldbeusedwhenopeningthebox,presslevel,inordertoopenpackaging;becautious,non-violentbeating;(4)outoftheboxinaccordancewiththepackinglistonebyoneafteraninventoryofallhardware,spareparts,arandomnumberoftools,models,specifications,shouldbeconsistentwiththepackinglist;hardwarelooksgood,nodeformation,breakage,especiallyoffdefectssuch 分项工程报验申请表工程名称：默勒二矿改扩建主井2900水平井底车场编号015致：宁夏灵州工程监理咨询公司（监理单位）我单位已完成2900水平井底车场南绕巷（四号交叉点至二号交叉点）171.4～226.87m段基岩掘进、钢筋网喷射混凝土支护、锚杆支护分项工作，现上报该工程报验申请表，请予以审查和验收。附件：巷道基岩掘进分项工程质量检验评定表锚杆支护分项工程质量检验评定表承包单位(章)：项目经理：日期：审查意见：项目监理机构（章）：专业监理工程师：日期：personalsafetyandsafetyequipment.5.1.1.6constructionoverallarrangementofinstruments(seethefollowingfigure)...5.1.3.1.1cabinets,Terminalcabinets,enclosures,UPSbatterycabinetbasehot-rolledanglesteel,hot-rolledangleironandsteelproduction,thesupportbaseasawholeshouldbekeptstraight,theweldsizeoveralldimensionsmeettherequirementsshouldbetheprinciple,Stentpositioningandembeddedpartsafterweldinginprison.5.1.3.1.2bracketmountingholesrequiredonarrivalatthescene,cabinetbaseholedimensionprocessing.Enclosurebasemustbeinthecontrolroomthecontrolroomfloorbeforeyoustarttheinstallationtocomplete,andactivitiesshouldbeconsideredafloorsupportframesetmatch.Baseinstallationerrorsshowninthetablebelow.Permissibledeviationsmm/mitemsmm/fulllengthstraightlevel1,5,1,5,positionerrorandparalleldegree55.1.3.2systemPanel,cabinetinstallation5.1.3.2.1unpackingandinspection(1)togetherwithowners,supervisioncarriedoutjointlyonbehalfofthecompany,signedaftertheinspectionopeninginspectionrecords;(2)beforeunpacking,onthesurroundingfloors,tablesandchairs,tools,staticeliminationmeasurestaken,checkthedevicepackagingiscomplete;uponopeningthebox,youshouldcheckifthepackagingisdamaged,whetherthewater,moisture-proof,shock-proofmeasuresisgood;(3)specialtoolsshouldbeusedwhenopeningthebox,presslevel,inordertoopenpackaging;becautious,non-violentbeating;(4)outoftheboxinaccordancewiththepackinglistonebyoneafteraninventoryofallhardware,spareparts,arandomnumberoftools,models,specifications,shouldbeconsistentwiththepackinglist;hardwarelooksgood,nodeformation,breakage,especiallyoffdefectssuch 巷道基岩掘进分项工程质量检验评定表工程名称：默勒二矿改扩建主井2900水平井底车场部位：南绕巷208.36～211m工程量：2.64m保证项目检验项目质量情况评定情况1、基岩爆破法掘进必须采用光面爆破，爆破图表齐全，爆破参数选择合理。光面爆破的施工应符合作业规程规定符合设计符合2、基岩掘进的临时支护必须符合作业规程的规定符合设计符合基本项目检验项目（设计值）标准规定测点部位检查点检查记录等级合格率合格优良12345678合格85﹪1、宽度（3300）-50～＋2000～＋200左上172017201710中172517151720下171517251725右上172217201710中173017251730下1720172317252、高度腰线上（1650）腰线下（1500）-50～＋2000～＋200顶左185019101900中186518851845右190018901885底1480154014503、坡度±1‰±0.5‰4‰∠评定等级施工负责人（区、队长）：检验人员：核定等级建设单位：监理单位：施工单位：检验日期09年11月9日personalsafetyandsafetyequipment.5.1.1.6constructionoverallarrangementofinstruments(seethefollowingfigure)...5.1.3.1.1cabinets,Terminalcabinets,enclosures,UPSbatterycabinetbasehot-rolledanglesteel,hot-rolledangleironandsteelproduction,thesupportbaseasawholeshouldbekeptstraight,theweldsizeoveralldimensionsmeettherequirementsshouldbetheprinciple,Stentpositioningandembeddedpartsafterweldinginprison.5.1.3.1.2bracketmountingholesrequiredonarrivalatthescene,cabinetbaseholedimensionprocessing.Enclosurebasemustbeinthecontrolroomthecontrolroomfloorbeforeyoustarttheinstallationtocomplete,andactivitiesshouldbeconsideredafloorsupportframesetmatch.Baseinstallationerrorsshowninthetablebelow.Permissibledeviationsmm/mitemsmm/fulllengthstraightlevel1,5,1,5,positionerrorandparalleldegree55.1.3.2systemPanel,cabinetinstallation5.1.3.2.1unpackingandinspection(1)togetherwithowners,supervisioncarriedoutjointlyonbehalfofthecompany,signedaftertheinspectionopeninginspectionrecords;(2)beforeunpacking,onthesurroundingfloors,tablesandchairs,tools,staticeliminationmeasurestaken,checkthedevicepackagingiscomplete;uponopeningthebox,youshouldcheckifthepackagingisdamaged,whetherthewater,moisture-proof,shock-proofmeasuresisgood;(3)specialtoolsshouldbeusedwhenopeningthebox,presslevel,inordertoopenpackaging;becautious,non-violentbeating;(4)outoftheboxinaccordancewiththepackinglistonebyoneafteraninventoryofallhardware,spareparts,arandomnumberoftools,models,specifications,shouldbeconsistentwiththepackinglist;hardwarelooksgood,nodeformation,breakage,especiallyoffdefectssuch 锚杆支护分项工程质量检验评定表工程名称：默勒二矿改扩建主井2900水平井底车场部位：南绕巷208.36～211m工程量：2.64m保证项目检验项目质量情况评定情况1杆体及配件的材质、品种、规格、强度结构必须符合设计要求符合设计符合2水泥卷、树脂卷和砂浆锚固的材质、规格、配比、性能必须符合设计要求符合设计符合基本项目检验项目（设计值）标准规定测点部位检查点检查（抽查）记录等级合格率合格优良12345合格85﹪1.安装质量基本密贴壁面（√）密贴壁面楔紧（∠）1√√√2√√∠3√√√4∠√√5√√∠6∠√∠2、抗拔力（KN）不小于设计90﹪不小于设计123允许偏差项目检验项目（设计值）检查点检查（抽查）记录允许偏差（设计值）测点部位1234567合格率等级1、间距（800）排距（800）±100间距80081080080﹪合格排距8108008102、孔深0～＋501179517801785217801780179031790179517853、角度（90°）≤15°1234、外露长度≤50150455024550503484545评定等级施工负责人（区、队长）：检验人员：核定等级建设单位：监理单位：监理单位：施工单位检验日期09年11月9日personalsafetyandsafetyequipment.5.1.1.6constructionoverallarrangementofinstruments(seethefollowingfigure)...5.1.3.1.1cabinets,Terminalcabinets,enclosures,UPSbatterycabinetbasehot-rolledanglesteel,hot-rolledangleironandsteelproduction,thesupportbaseasawholeshouldbekeptstraight,theweldsizeoveralldimensionsmeettherequirementsshouldbetheprinciple,Stentpositioningandembeddedpartsafterweldinginprison.5.1.3.1.2bracketmountingholesrequiredonarrivalatthescene,cabinetbaseholedimensionprocessing.Enclosurebasemustbeinthecontrolroomthecontrolroomfloorbeforeyoustarttheinstallationtocomplete,andactivitiesshouldbeconsideredafloorsupportframesetmatch.Baseinstallationerrorsshowninthetablebelow.Permissibledeviationsmm/mitemsmm/fulllengthstraightlevel1,5,1,5,positionerrorandparalleldegree55.1.3.2systemPanel,cabinetinstallation5.1.3.2.1unpackingandinspection(1)togetherwithowners,supervisioncarriedoutjointlyonbehalfofthecompany,signedaftertheinspectionopeninginspectionrecords;(2)beforeunpacking,onthesurroundingfloors,tablesandchairs,tools,staticeliminationmeasurestaken,checkthedevicepackagingiscomplete;uponopeningthebox,youshouldcheckifthepackagingisdamaged,whetherthewater,moisture-proof,shock-proofmeasuresisgood;(3)specialtoolsshouldbeusedwhenopeningthebox,presslevel,inordertoopenpackaging;becautious,non-violentbeating;(4)outoftheboxinaccordancewiththepackinglistonebyoneafteraninventoryofallhardware,spareparts,arandomnumberoftools,models,specifications,shouldbeconsistentwiththepackinglist;hardwarelooksgood,nodeformation,breakage,especiallyoffdefectssuch 分项工程报验申请表工程名称：默勒二矿改扩建主井2900水平井底车场编号016致：宁夏灵州工程监理咨询公司（监理单位）我单位已完成2900水平井底车场南绕巷（四号交叉点至二号交叉点）171.4～226.87m段基岩掘进、钢筋网喷射混凝土支护、锚杆支护分项工作，现上报该工程报验申请表，请予以审查和验收。附件：巷道基岩掘进分项工程质量检验评定表锚杆支护分项工程质量检验评定表承包单位(章)：项目经理：日期：审查意见：项目监理机构（章）：专业监理工程师：日期：personalsafetyandsafetyequipment.5.1.1.6constructionoverallarrangementofinstruments(seethefollowingfigure)...5.1.3.1.1cabinets,Terminalcabinets,enclosures,UPSbatterycabinetbasehot-rolledanglesteel,hot-rolledangleironandsteelproduction,thesupportbaseasawholeshouldbekeptstraight,theweldsizeoveralldimensionsmeettherequirementsshouldbetheprinciple,Stentpositioningandembeddedpartsafterweldinginprison.5.1.3.1.2bracketmountingholesrequiredonarrivalatthescene,cabinetbaseholedimensionprocessing.Enclosurebasemustbeinthecontrolroomthecontrolroomfloorbeforeyoustarttheinstallationtocomplete,andactivitiesshouldbeconsideredafloorsupportframesetmatch.Baseinstallationerrorsshowninthetablebelow.Permissibledeviationsmm/mitemsmm/fulllengthstraightlevel1,5,1,5,positionerrorandparalleldegree55.1.3.2systemPanel,cabinetinstallation5.1.3.2.1unpackingandinspection(1)togetherwithowners,supervisioncarriedoutjointlyonbehalfofthecompany,signedaftertheinspectionopeninginspectionrecords;(2)beforeunpacking,onthesurroundingfloors,tablesandchairs,tools,staticeliminationmeasurestaken,checkthedevicepackagingiscomplete;uponopeningthebox,youshouldcheckifthepackagingisdamaged,whetherthewater,moisture-proof,shock-proofmeasuresisgood;(3)specialtoolsshouldbeusedwhenopeningthebox,presslevel,inordertoopenpackaging;becautious,non-violentbeating;(4)outoftheboxinaccordancewiththepackinglistonebyoneafteraninventoryofallhardware,spareparts,arandomnumberoftools,models,specifications,shouldbeconsistentwiththepackinglist;hardwarelooksgood,nodeformation,breakage,especiallyoffdefectssuch 巷道基岩掘进分项工程质量检验评定表工程名称：默勒二矿改扩建主井2900水平井底车场部位：南绕巷211～213.64m工程量：2.64m保证项目检验项目质量情况评定情况1、基岩爆破法掘进必须采用光面爆破，爆破图表齐全，爆破参数选择合理。光面爆破的施工应符合作业规程规定符合设计符合2、基岩掘进的临时支护必须符合作业规程的规定符合设计符合基本项目检验项目（设计值）标准规定测点部位检查点检查记录等级合格率合格优良12345678合格85﹪1、宽度（3300）-50～＋2000～＋200左上172017201710中172517151720下171517251725右上172217201710中173017251730下1720172317252、高度腰线上（1650）腰线下（1500）-50～＋2000～＋200顶左172017281725中172017251710右172017251720底1480146514503、坡度±1‰±0.5‰4‰∠评定等级施工负责人（区、队长）：检验人员：核定等级建设单位：监理单位：施工单位：检验日期09年11月10日personalsafetyandsafetyequipment.5.1.1.6constructionoverallarrangementofinstruments(seethefollowingfigure)...5.1.3.1.1cabinets,Terminalcabinets,enclosures,UPSbatterycabinetbasehot-rolledanglesteel,hot-rolledangleironandsteelproduction,thesupportbaseasawholeshouldbekeptstraight,theweldsizeoveralldimensionsmeettherequirementsshouldbetheprinciple,Stentpositioningandembeddedpartsafterweldinginprison.5.1.3.1.2bracketmountingholesrequiredonarrivalatthescene,cabinetbaseholedimensionprocessing.Enclosurebasemustbeinthecontrolroomthecontrolroomfloorbeforeyoustarttheinstallationtocomplete,andactivitiesshouldbeconsideredafloorsupportframesetmatch.Baseinstallationerrorsshowninthetablebelow.Permissibledeviationsmm/mitemsmm/fulllengthstraightlevel1,5,1,5,positionerrorandparalleldegree55.1.3.2systemPanel,cabinetinstallation5.1.3.2.1unpackingandinspection(1)togetherwithowners,supervisioncarriedoutjointlyonbehalfofthecompany,signedaftertheinspectionopeninginspectionrecords;(2)beforeunpacking,onthesurroundingfloors,tablesandchairs,tools,staticeliminationmeasurestaken,checkthedevicepackagingiscomplete;uponopeningthebox,youshouldcheckifthepackagingisdamaged,whetherthewater,moisture-proof,shock-proofmeasuresisgood;(3)specialtoolsshouldbeusedwhenopeningthebox,presslevel,inordertoopenpackaging;becautious,non-violentbeating;(4)outoftheboxinaccordancewiththepackinglistonebyoneafteraninventoryofallhardware,spareparts,arandomnumberoftools,models,specifications,shouldbeconsistentwiththepackinglist;hardwarelooksgood,nodeformation,breakage,especiallyoffdefectssuch 锚杆支护分项工程质量检验评定表工程名称：默勒二矿改扩建主井2900水平井底车场部位：南绕巷211～213.64m工程量：2.64m保证项目检验项目质量情况评定情况1杆体及配件的材质、品种、规格、强度结构必须符合设计要求符合设计符合2水泥卷、树脂卷和砂浆锚固的材质、规格、配比、性能必须符合设计要求符合设计符合基本项目检验项目（设计值）标准规定测点部位检查点检查（抽查）记录等级合格率合格优良12345合格85﹪1.安装质量基本密贴壁面（√）密贴壁面楔紧（∠）1√√√2√√∠3√√√4∠√√5√√∠6∠√∠2、抗拔力（KN）不小于设计90﹪不小于设计123允许偏差项目检验项目（设计值）检查点检查（抽查）记录允许偏差（设计值）测点部位1234567合格率等级1、间距（800）排距（800）±100间距80081080080﹪合格排距8108008102、孔深0～＋501179517801785217801780179031790179517853、角度（90°）≤15°1234、外露长度≤50150455024550503484545评定等级施工负责人（区、队长）：检验人员：核定等级建设单位：监理单位：监理单位：施工单位检验日期09年11月10日personalsafetyandsafetyequipment.5.1.1.6constructionoverallarrangementofinstruments(seethefollowingfigure)...5.1.3.1.1cabinets,Terminalcabinets,enclosures,UPSbatterycabinetbasehot-rolledanglesteel,hot-rolledangleironandsteelproduction,thesupportbaseasawholeshouldbekeptstraight,theweldsizeoveralldimensionsmeettherequirementsshouldbetheprinciple,Stentpositioningandembeddedpartsafterweldinginprison.5.1.3.1.2bracketmountingholesrequiredonarrivalatthescene,cabinetbaseholedimensionprocessing.Enclosurebasemustbeinthecontrolroomthecontrolroomfloorbeforeyoustarttheinstallationtocomplete,andactivitiesshouldbeconsideredafloorsupportframesetmatch.Baseinstallationerrorsshowninthetablebelow.Permissibledeviationsmm/mitemsmm/fulllengthstraightlevel1,5,1,5,positionerrorandparalleldegree55.1.3.2systemPanel,cabinetinstallation5.1.3.2.1unpackingandinspection(1)togetherwithowners,supervisioncarriedoutjointlyonbehalfofthecompany,signedaftertheinspectionopeninginspectionrecords;(2)beforeunpacking,onthesurroundingfloors,tablesandchairs,tools,staticeliminationmeasurestaken,checkthedevicepackagingiscomplete;uponopeningthebox,youshouldcheckifthepackagingisdamaged,whetherthewater,moisture-proof,shock-proofmeasuresisgood;(3)specialtoolsshouldbeusedwhenopeningthebox,presslevel,inordertoopenpackaging;becautious,non-violentbeating;(4)outoftheboxinaccordancewiththepackinglistonebyoneafteraninventoryofallhardware,spareparts,arandomnumberoftools,models,specifications,shouldbeconsistentwiththepackinglist;hardwarelooksgood,nodeformation,breakage,especiallyoffdefectssuch 分项工程报验申请表工程名称：默勒二矿改扩建主井2900水平井底车场编号017致：宁夏灵州工程监理咨询公司（监理单位）我单位已完成2900水平井底车场南绕巷（四号交叉点至二号交叉点）171.4～226.87m段基岩掘进、钢筋网喷射混凝土支护、锚杆支护分项工作，现上报该工程报验申请表，请予以审查和验收。附件：巷道基岩掘进分项工程质量检验评定表锚杆支护分项工程质量检验评定表承包单位(章)：项目经理：日期：审查意见：项目监理机构（章）：专业监理工程师：日期：personalsafetyandsafetyequipment.5.1.1.6constructionoverallarrangementofinstruments(seethefollowingfigure)...5.1.3.1.1cabinets,Terminalcabinets,enclosures,UPSbatterycabinetbasehot-rolledanglesteel,hot-rolledangleironandsteelproduction,thesupportbaseasawholeshouldbekeptstraight,theweldsizeoveralldimensionsmeettherequirementsshouldbetheprinciple,Stentpositioningandembeddedpartsafterweldinginprison.5.1.3.1.2bracketmountingholesrequiredonarrivalatthescene,cabinetbaseholedimensionprocessing.Enclosurebasemustbeinthecontrolroomthecontrolroomfloorbeforeyoustarttheinstallationtocomplete,andactivitiesshouldbeconsideredafloorsupportframesetmatch.Baseinstallationerrorsshowninthetablebelow.Permissibledeviationsmm/mitemsmm/fulllengthstraightlevel1,5,1,5,positionerrorandparalleldegree55.1.3.2systemPanel,cabinetinstallation5.1.3.2.1unpackingandinspection(1)togetherwithowners,supervisioncarriedoutjointlyonbehalfofthecompany,signedaftertheinspectionopeninginspectionrecords;(2)beforeunpacking,onthesurroundingfloors,tablesandchairs,tools,staticeliminationmeasurestaken,checkthedevicepackagingiscomplete;uponopeningthebox,youshouldcheckifthepackagingisdamaged,whetherthewater,moisture-proof,shock-proofmeasuresisgood;(3)specialtoolsshouldbeusedwhenopeningthebox,presslevel,inordertoopenpackaging;becautious,non-violentbeating;(4)outoftheboxinaccordancewiththepackinglistonebyoneafteraninventoryofallhardware,spareparts,arandomnumberoftools,models,specifications,shouldbeconsistentwiththepackinglist;hardwarelooksgood,nodeformation,breakage,especiallyoffdefectssuch 巷道基岩掘进分项工程质量检验评定表工程名称：默勒二矿改扩建主井2900水平井底车场部位：南绕巷213.64～216.28m工程量：2.64m保证项目检验项目质量情况评定情况1、基岩爆破法掘进必须采用光面爆破，爆破图表齐全，爆破参数选择合理。光面爆破的施工应符合作业规程规定符合设计符合2、基岩掘进的临时支护必须符合作业规程的规定符合设计符合基本项目检验项目（设计值）标准规定测点部位检查点检查记录等级合格率合格优良12345678合格85﹪1、宽度（3300）-50～＋2000～＋200左上172017201710中172517151720下171517251725右上172217201710中173017251730下1720172317252、高度腰线上（1650）腰线下（1500）-50～＋2000～＋200顶左172017281725中172017251710右172017251720底1480146514503、坡度±1‰±0.5‰4‰∠评定等级施工负责人（区、队长）：检验人员：核定等级建设单位：监理单位：施工单位：检验日期09年11月11日personalsafetyandsafetyequipment.5.1.1.6constructionoverallarrangementofinstruments(seethefollowingfigure)...5.1.3.1.1cabinets,Terminalcabinets,enclosures,UPSbatterycabinetbasehot-rolledanglesteel,hot-rolledangleironandsteelproduction,thesupportbaseasawholeshouldbekeptstraight,theweldsizeoveralldimensionsmeettherequirementsshouldbetheprinciple,Stentpositioningandembeddedpartsafterweldinginprison.5.1.3.1.2bracketmountingholesrequiredonarrivalatthescene,cabinetbaseholedimensionprocessing.Enclosurebasemustbeinthecontrolroomthecontrolroomfloorbeforeyoustarttheinstallationtocomplete,andactivitiesshouldbeconsideredafloorsupportframesetmatch.Baseinstallationerrorsshowninthetablebelow.Permissibledeviationsmm/mitemsmm/fulllengthstraightlevel1,5,1,5,positionerrorandparalleldegree55.1.3.2systemPanel,cabinetinstallation5.1.3.2.1unpackingandinspection(1)togetherwithowners,supervisioncarriedoutjointlyonbehalfofthecompany,signedaftertheinspectionopeninginspectionrecords;(2)beforeunpacking,onthesurroundingfloors,tablesandchairs,tools,staticeliminationmeasurestaken,checkthedevicepackagingiscomplete;uponopeningthebox,youshouldcheckifthepackagingisdamaged,whetherthewater,moisture-proof,shock-proofmeasuresisgood;(3)specialtoolsshouldbeusedwhenopeningthebox,presslevel,inordertoopenpackaging;becautious,non-violentbeating;(4)outoftheboxinaccordancewiththepackinglistonebyoneafteraninventoryofallhardware,spareparts,arandomnumberoftools,models,specifications,shouldbeconsistentwiththepackinglist;hardwarelooksgood,nodeformation,breakage,especiallyoffdefectssuch 锚杆支护分项工程质量检验评定表工程名称：默勒二矿改扩建主井2900水平井底车场部位：南绕巷213.64～216.28m工程量：2.64m保证项目检验项目质量情况评定情况1杆体及配件的材质、品种、规格、强度结构必须符合设计要求符合设计符合2水泥卷、树脂卷和砂浆锚固的材质、规格、配比、性能必须符合设计要求符合设计符合基本项目检验项目（设计值）标准规定测点部位检查点检查（抽查）记录等级合格率合格优良12345合格85﹪1.安装质量基本密贴壁面（√）密贴壁面楔紧（∠）1√√√2√√∠3√√√4∠√√5√√∠6∠√∠2、抗拔力（KN）不小于设计90﹪不小于设计123允许偏差项目检验项目（设计值）检查点检查（抽查）记录允许偏差（设计值）测点部位1234567合格率等级1、间距（800）排距（800）±100间距80081080080﹪合格排距8108008102、孔深0～＋501179517801785217801780179031790179517853、角度（90°）≤15°1234、外露长度≤50150455024550503484545评定等级施工负责人（区、队长）：检验人员：核定等级建设单位：监理单位：监理单位：施工单位检验日期09年11月11日personalsafetyandsafetyequipment.5.1.1.6constructionoverallarrangementofinstruments(seethefollowingfigure)...5.1.3.1.1cabinets,Terminalcabinets,enclosures,UPSbatterycabinetbasehot-rolledanglesteel,hot-rolledangleironandsteelproduction,thesupportbaseasawholeshouldbekeptstraight,theweldsizeoveralldimensionsmeettherequirementsshouldbetheprinciple,Stentpositioningandembeddedpartsafterweldinginprison.5.1.3.1.2bracketmountingholesrequiredonarrivalatthescene,cabinetbaseholedimensionprocessing.Enclosurebasemustbeinthecontrolroomthecontrolroomfloorbeforeyoustarttheinstallationtocomplete,andactivitiesshouldbeconsideredafloorsupportframesetmatch.Baseinstallationerrorsshowninthetablebelow.Permissibledeviationsmm/mitemsmm/fulllengthstraightlevel1,5,1,5,positionerrorandparalleldegree55.1.3.2systemPanel,cabinetinstallation5.1.3.2.1unpackingandinspection(1)togetherwithowners,supervisioncarriedoutjointlyonbehalfofthecompany,signedaftertheinspectionopeninginspectionrecords;(2)beforeunpacking,onthesurroundingfloors,tablesandchairs,tools,staticeliminationmeasurestaken,checkthedevicepackagingiscomplete;uponopeningthebox,youshouldcheckifthepackagingisdamaged,whetherthewater,moisture-proof,shock-proofmeasuresisgood;(3)specialtoolsshouldbeusedwhenopeningthebox,presslevel,inordertoopenpackaging;becautious,non-violentbeating;(4)outoftheboxinaccordancewiththepackinglistonebyoneafteraninventoryofallhardware,spareparts,arandomnumberoftools,models,specifications,shouldbeconsistentwiththepackinglist;hardwarelooksgood,nodeformation,breakage,especiallyoffdefectssuch 分项工程报验申请表工程名称：默勒二矿改扩建主井2900水平井底车场编号018致：宁夏灵州工程监理咨询公司（监理单位）我单位已完成2900水平井底车场南绕巷（四号交叉点至二号交叉点）171.4～226.87m段基岩掘进、钢筋网喷射混凝土支护、锚杆支护分项工作，现上报该工程报验申请表，请予以审查和验收。附件：巷道基岩掘进分项工程质量检验评定表锚杆支护分项工程质量检验评定表承包单位(章)：项目经理：日期：审查意见：项目监理机构（章）：专业监理工程师：日期：personalsafetyandsafetyequipment.5.1.1.6constructionoverallarrangementofinstruments(seethefollowingfigure)...5.1.3.1.1cabinets,Terminalcabinets,enclosures,UPSbatterycabinetbasehot-rolledanglesteel,hot-rolledangleironandsteelproduction,thesupportbaseasawholeshouldbekeptstraight,theweldsizeoveralldimensionsmeettherequirementsshouldbetheprinciple,Stentpositioningandembeddedpartsafterweldinginprison.5.1.3.1.2bracketmountingholesrequiredonarrivalatthescene,cabinetbaseholedimensionprocessing.Enclosurebasemustbeinthecontrolroomthecontrolroomfloorbeforeyoustarttheinstallationtocomplete,andactivitiesshouldbeconsideredafloorsupportframesetmatch.Baseinstallationerrorsshowninthetablebelow.Permissibledeviationsmm/mitemsmm/fulllengthstraightlevel1,5,1,5,positionerrorandparalleldegree55.1.3.2systemPanel,cabinetinstallation5.1.3.2.1unpackingandinspection(1)togetherwithowners,supervisioncarriedoutjointlyonbehalfofthecompany,signedaftertheinspectionopeninginspectionrecords;(2)beforeunpacking,onthesurroundingfloors,tablesandchairs,tools,staticeliminationmeasurestaken,checkthedevicepackagingiscomplete;uponopeningthebox,youshouldcheckifthepackagingisdamaged,whetherthewater,moisture-proof,shock-proofmeasuresisgood;(3)specialtoolsshouldbeusedwhenopeningthebox,presslevel,inordertoopenpackaging;becautious,non-violentbeating;(4)outoftheboxinaccordancewiththepackinglistonebyoneafteraninventoryofallhardware,spareparts,arandomnumberoftools,models,specifications,shouldbeconsistentwiththepackinglist;hardwarelooksgood,nodeformation,breakage,especiallyoffdefectssuch 巷道基岩掘进分项工程质量检验评定表工程名称：默勒二矿改扩建主井2900水平井底车场部位：南绕巷216.28～218.93m工程量：2.64m保证项目检验项目质量情况评定情况1、基岩爆破法掘进必须采用光面爆破，爆破图表齐全，爆破参数选择合理。光面爆破的施工应符合作业规程规定符合设计符合2、基岩掘进的临时支护必须符合作业规程的规定符合设计符合基本项目检验项目（设计值）标准规定测点部位检查点检查记录等级合格率合格优良12345678合格85﹪1、宽度（3300）-50～＋2000～＋200左上172017201710中172517151720下171517251725右上172217201710中173017251730下1720172317252、高度腰线上（1650）腰线下（1500）-50～＋2000～＋200顶左172017281725中172017251710右172017251720底1480146514503、坡度±1‰±0.5‰4‰∠评定等级施工负责人（区、队长）：检验人员：核定等级建设单位：监理单位：施工单位：检验日期09年11月12日personalsafetyandsafetyequipment.5.1.1.6constructionoverallarrangementofinstruments(seethefollowingfigure)...5.1.3.1.1cabinets,Terminalcabinets,enclosures,UPSbatterycabinetbasehot-rolledanglesteel,hot-rolledangleironandsteelproduction,thesupportbaseasawholeshouldbekeptstraight,theweldsizeoveralldimensionsmeettherequirementsshouldbetheprinciple,Stentpositioningandembeddedpartsafterweldinginprison.5.1.3.1.2bracketmountingholesrequiredonarrivalatthescene,cabinetbaseholedimensionprocessing.Enclosurebasemustbeinthecontrolroomthecontrolroomfloorbeforeyoustarttheinstallationtocomplete,andactivitiesshouldbeconsideredafloorsupportframesetmatch.Baseinstallationerrorsshowninthetablebelow.Permissibledeviationsmm/mitemsmm/fulllengthstraightlevel1,5,1,5,positionerrorandparalleldegree55.1.3.2systemPanel,cabinetinstallation5.1.3.2.1unpackingandinspection(1)togetherwithowners,supervisioncarriedoutjointlyonbehalfofthecompany,signedaftertheinspectionopeninginspectionrecords;(2)beforeunpacking,onthesurroundingfloors,tablesandchairs,tools,staticeliminationmeasurestaken,checkthedevicepackagingiscomplete;uponopeningthebox,youshouldcheckifthepackagingisdamaged,whetherthewater,moisture-proof,shock-proofmeasuresisgood;(3)specialtoolsshouldbeusedwhenopeningthebox,presslevel,inordertoopenpackaging;becautious,non-violentbeating;(4)outoftheboxinaccordancewiththepackinglistonebyoneafteraninventoryofallhardware,spareparts,arandomnumberoftools,models,specifications,shouldbeconsistentwiththepackinglist;hardwarelooksgood,nodeformation,breakage,especiallyoffdefectssuch 锚杆支护分项工程质量检验评定表工程名称：默勒二矿改扩建主井2900水平井底车场部位：南绕巷216.28～218.93m工程量：2.64m保证项目检验项目质量情况评定情况1杆体及配件的材质、品种、规格、强度结构必须符合设计要求符合设计符合2水泥卷、树脂卷和砂浆锚固的材质、规格、配比、性能必须符合设计要求符合设计符合基本项目检验项目（设计值）标准规定测点部位检查点检查（抽查）记录等级合格率合格优良12345合格85﹪1.安装质量基本密贴壁面（√）密贴壁面楔紧（∠）1√√√2√√∠3√√√4∠√√5√√∠6∠√∠2、抗拔力（KN）不小于设计90﹪不小于设计123允许偏差项目检验项目（设计值）检查点检查（抽查）记录允许偏差（设计值）测点部位1234567合格率等级1、间距（800）排距（800）±100间距80081080080﹪合格排距8108008102、孔深0～＋501176517601755217601745175031770175517453、角度（90°）≤15°1234、外露长度≤50150455024550503484545评定等级施工负责人（区、队长）：检验人员：核定等级建设单位：监理单位：监理单位：施工单位检验日期09年11月12日personalsafetyandsafetyequipment.5.1.1.6constructionoverallarrangementofinstruments(seethefollowingfigure)...5.1.3.1.1cabinets,Terminalcabinets,enclosures,UPSbatterycabinetbasehot-rolledanglesteel,hot-rolledangleironandsteelproduction,thesupportbaseasawholeshouldbekeptstraight,theweldsizeoveralldimensionsmeettherequirementsshouldbetheprinciple,Stentpositioningandembeddedpartsafterweldinginprison.5.1.3.1.2bracketmountingholesrequiredonarrivalatthescene,cabinetbaseholedimensionprocessing.Enclosurebasemustbeinthecontrolroomthecontrolroomfloorbeforeyoustarttheinstallationtocomplete,andactivitiesshouldbeconsideredafloorsupportframesetmatch.Baseinstallationerrorsshowninthetablebelow.Permissibledeviationsmm/mitemsmm/fulllengthstraightlevel1,5,1,5,positionerrorandparalleldegree55.1.3.2systemPanel,cabinetinstallation5.1.3.2.1unpackingandinspection(1)togetherwithowners,supervisioncarriedoutjointlyonbehalfofthecompany,signedaftertheinspectionopeninginspectionrecords;(2)beforeunpacking,onthesurroundingfloors,tablesandchairs,tools,staticeliminationmeasurestaken,checkthedevicepackagingiscomplete;uponopeningthebox,youshouldcheckifthepackagingisdamaged,whetherthewater,moisture-proof,shock-proofmeasuresisgood;(3)specialtoolsshouldbeusedwhenopeningthebox,presslevel,inordertoopenpackaging;becautious,non-violentbeating;(4)outoftheboxinaccordancewiththepackinglistonebyoneafteraninventoryofallhardware,spareparts,arandomnumberoftools,models,specifications,shouldbeconsistentwiththepackinglist;hardwarelooksgood,nodeformation,breakage,especiallyoffdefectssuch 分项工程报验申请表工程名称：默勒二矿改扩建主井2900水平井底车场编号019致：宁夏灵州工程监理咨询公司（监理单位）我单位已完成2900水平井底车场南绕巷（四号交叉点至二号交叉点）171.4～226.87m段基岩掘进、钢筋网喷射混凝土支护、锚杆支护分项工作，现上报该工程报验申请表，请予以审查和验收。附件：巷道基岩掘进分项工程质量检验评定表锚杆支护分项工程质量检验评定表承包单位(章)：项目经理：日期：审查意见：项目监理机构（章）：专业监理工程师：日期：personalsafetyandsafetyequipment.5.1.1.6constructionoverallarrangementofinstruments(seethefollowingfigure)...5.1.3.1.1cabinets,Terminalcabinets,enclosures,UPSbatterycabinetbasehot-rolledanglesteel,hot-rolledangleironandsteelproduction,thesupportbaseasawholeshouldbekeptstraight,theweldsizeoveralldimensionsmeettherequirementsshouldbetheprinciple,Stentpositioningandembeddedpartsafterweldinginprison.5.1.3.1.2bracketmountingholesrequiredonarrivalatthescene,cabinetbaseholedimensionprocessing.Enclosurebasemustbeinthecontrolroomthecontrolroomfloorbeforeyoustarttheinstallationtocomplete,andactivitiesshouldbeconsideredafloorsupportframesetmatch.Baseinstallationerrorsshowninthetablebelow.Permissibledeviationsmm/mitemsmm/fulllengthstraightlevel1,5,1,5,positionerrorandparalleldegree55.1.3.2systemPanel,cabinetinstallation5.1.3.2.1unpackingandinspection(1)togetherwithowners,supervisioncarriedoutjointlyonbehalfofthecompany,signedaftertheinspectionopeninginspectionrecords;(2)beforeunpacking,onthesurroundingfloors,tablesandchairs,tools,staticeliminationmeasurestaken,checkthedevicepackagingiscomplete;uponopeningthebox,youshouldcheckifthepackagingisdamaged,whetherthewater,moisture-proof,shock-proofmeasuresisgood;(3)specialtoolsshouldbeusedwhenopeningthebox,presslevel,inordertoopenpackaging;becautious,non-violentbeating;(4)outoftheboxinaccordancewiththepackinglistonebyoneafteraninventoryofallhardware,spareparts,arandomnumberoftools,models,specifications,shouldbeconsistentwiththepackinglist;hardwarelooksgood,nodeformation,breakage,especiallyoffdefectssuch 巷道基岩掘进分项工程质量检验评定表工程名称：默勒二矿改扩建主井2900水平井底车场部位：南绕巷218.93～221.57m工程量：2.64m保证项目检验项目质量情况评定情况1、基岩爆破法掘进必须采用光面爆破，爆破图表齐全，爆破参数选择合理。光面爆破的施工应符合作业规程规定符合设计符合2、基岩掘进的临时支护必须符合作业规程的规定符合设计符合基本项目检验项目（设计值）标准规定测点部位检查点检查记录等级合格率合格优良12345678合格85﹪1、宽度（3300）-50～＋2000～＋200左上175017101720中173517151715下172517351725右上172017251710中172017251715下1720172517252、高度腰线上（1650）腰线下（1500）-50～＋2000～＋200顶左190019401890中191019201925右189519301925底1450155014853、坡度±1‰±0.5‰4‰∠评定等级施工负责人（区、队长）：检验人员：核定等级建设单位：监理单位：施工单位：检验日期09年11月13日personalsafetyandsafetyequipment.5.1.1.6constructionoverallarrangementofinstruments(seethefollowingfigure)...5.1.3.1.1cabinets,Terminalcabinets,enclosures,UPSbatterycabinetbasehot-rolledanglesteel,hot-rolledangleironandsteelproduction,thesupportbaseasawholeshouldbekeptstraight,theweldsizeoveralldimensionsmeettherequirementsshouldbetheprinciple,Stentpositioningandembeddedpartsafterweldinginprison.5.1.3.1.2bracketmountingholesrequiredonarrivalatthescene,cabinetbaseholedimensionprocessing.Enclosurebasemustbeinthecontrolroomthecontrolroomfloorbeforeyoustarttheinstallationtocomplete,andactivitiesshouldbeconsideredafloorsupportframesetmatch.Baseinstallationerrorsshowninthetablebelow.Permissibledeviationsmm/mitemsmm/fulllengthstraightlevel1,5,1,5,positionerrorandparalleldegree55.1.3.2systemPanel,cabinetinstallation5.1.3.2.1unpackingandinspection(1)togetherwithowners,supervisioncarriedoutjointlyonbehalfofthecompany,signedaftertheinspectionopeninginspectionrecords;(2)beforeunpacking,onthesurroundingfloors,tablesandchairs,tools,staticeliminationmeasurestaken,checkthedevicepackagingiscomplete;uponopeningthebox,youshouldcheckifthepackagingisdamaged,whetherthewater,moisture-proof,shock-proofmeasuresisgood;(3)specialtoolsshouldbeusedwhenopeningthebox,presslevel,inordertoopenpackaging;becautious,non-violentbeating;(4)outoftheboxinaccordancewiththepackinglistonebyoneafteraninventoryofallhardware,spareparts,arandomnumberoftools,models,specifications,shouldbeconsistentwiththepackinglist;hardwarelooksgood,nodeformation,breakage,especiallyoffdefectssuch 锚杆支护分项工程质量检验评定表工程名称：默勒二矿改扩建主井2900水平井底车场部位：南绕巷218.93～221.57m工程量：2.64m保证项目检验项目质量情况评定情况1杆体及配件的材质、品种、规格、强度结构必须符合设计要求符合设计符合2水泥卷、树脂卷和砂浆锚固的材质、规格、配比、性能必须符合设计要求符合设计符合基本项目检验项目（设计值）标准规定测点部位检查点检查（抽查）记录等级合格率合格优良12345合格85﹪1.安装质量基本密贴壁面（√）密贴壁面楔紧（∠）1√√√2√√∠3√√√4∠√√5√√∠6∠√∠2、抗拔力（KN）不小于设计90﹪不小于设计123允许偏差项目检验项目（设计值）检查点检查（抽查）记录允许偏差（设计值）测点部位1234567合格率等级1、间距（800）排距（800）±100间距81080580080﹪合格排距8008108002、孔深0～＋501178517871795217951785178531796179017953、角度（90°）≤15°1234、外露长度≤50150504024545503504045评定等级施工负责人（区、队长）：检验人员：核定等级建设单位：监理单位：监理单位：personalsafetyandsafetyequipment.5.1.1.6constructionoverallarrangementofinstruments(seethefollowingfigure)...5.1.3.1.1cabinets,Terminalcabinets,enclosures,UPSbatterycabinetbasehot-rolledanglesteel,hot-rolledangleironandsteelproduction,thesupportbaseasawholeshouldbekeptstraight,theweldsizeoveralldimensionsmeettherequirementsshouldbetheprinciple,Stentpositioningandembeddedpartsafterweldinginprison.5.1.3.1.2bracketmountingholesrequiredonarrivalatthescene,cabinetbaseholedimensionprocessing.Enclosurebasemustbeinthecontrolroomthecontrolroomfloorbeforeyoustarttheinstallationtocomplete,andactivitiesshouldbeconsideredafloorsupportframesetmatch.Baseinstallationerrorsshowninthetablebelow.Permissibledeviationsmm/mitemsmm/fulllengthstraightlevel1,5,1,5,positionerrorandparalleldegree55.1.3.2systemPanel,cabinetinstallation5.1.3.2.1unpackingandinspection(1)togetherwithowners,supervisioncarriedoutjointlyonbehalfofthecompany,signedaftertheinspectionopeninginspectionrecords;(2)beforeunpacking,onthesurroundingfloors,tablesandchairs,tools,staticeliminationmeasurestaken,checkthedevicepackagingiscomplete;uponopeningthebox,youshouldcheckifthepackagingisdamaged,whetherthewater,moisture-proof,shock-proofmeasuresisgood;(3)specialtoolsshouldbeusedwhenopeningthebox,presslevel,inordertoopenpackaging;becautious,non-violentbeating;(4)outoftheboxinaccordancewiththepackinglistonebyoneafteraninventoryofallhardware,spareparts,arandomnumberoftools,models,specifications,shouldbeconsistentwiththepackinglist;hardwarelooksgood,nodeformation,breakage,especiallyoffdefectssuch 施工单位检验日期09年11月13日分项工程报验申请表工程名称：默勒二矿改扩建主井2900水平井底车场编号020致：宁夏灵州工程监理咨询公司（监理单位）我单位已完成2900水平井底车场南绕巷（四号交叉点至二号交叉点）171.4～226.87m段基岩掘进、钢筋网喷射混凝土支护、锚杆支护分项工作，现上报该工程报验申请表，请予以审查和验收。附件：巷道基岩掘进分项工程质量检验评定表锚杆支护分项工程质量检验评定表承包单位(章)：项目经理：日期：审查意见：personalsafetyandsafetyequipment.5.1.1.6constructionoverallarrangementofinstruments(seethefollowingfigure)...5.1.3.1.1cabinets,Terminalcabinets,enclosures,UPSbatterycabinetbasehot-rolledanglesteel,hot-rolledangleironandsteelproduction,thesupportbaseasawholeshouldbekeptstraight,theweldsizeoveralldimensionsmeettherequirementsshouldbetheprinciple,Stentpositioningandembeddedpartsafterweldinginprison.5.1.3.1.2bracketmountingholesrequiredonarrivalatthescene,cabinetbaseholedimensionprocessing.Enclosurebasemustbeinthecontrolroomthecontrolroomfloorbeforeyoustarttheinstallationtocomplete,andactivitiesshouldbeconsideredafloorsupportframesetmatch.Baseinstallationerrorsshowninthetablebelow.Permissibledeviationsmm/mitemsmm/fulllengthstraightlevel1,5,1,5,positionerrorandparalleldegree55.1.3.2systemPanel,cabinetinstallation5.1.3.2.1unpackingandinspection(1)togetherwithowners,supervisioncarriedoutjointlyonbehalfofthecompany,signedaftertheinspectionopeninginspectionrecords;(2)beforeunpacking,onthesurroundingfloors,tablesandchairs,tools,staticeliminationmeasurestaken,checkthedevicepackagingiscomplete;uponopeningthebox,youshouldcheckifthepackagingisdamaged,whetherthewater,moisture-proof,shock-proofmeasuresisgood;(3)specialtoolsshouldbeusedwhenopeningthebox,presslevel,inordertoopenpackaging;becautious,non-violentbeating;(4)outoftheboxinaccordancewiththepackinglistonebyoneafteraninventoryofallhardware,spareparts,arandomnumberoftools,models,specifications,shouldbeconsistentwiththepackinglist;hardwarelooksgood,nodeformation,breakage,especiallyoffdefectssuch 项目监理机构（章）：专业监理工程师：日期：巷道基岩掘进分项工程质量检验评定表工程名称：默勒二矿改扩建主井2900水平井底车场部位：南绕巷221.57～224.3m工程量：2.64m保证项目检验项目质量情况评定情况1、基岩爆破法掘进必须采用光面爆破，爆破图表齐全，爆破参数选择合理。光面爆破的施工应符合作业规程规定符合设计符合2、基岩掘进的临时支护必须符合作业规程的规定符合设计符合基本项目检验项目（设计值）标准规定测点部位检查点检查记录等级合格率合格优良12345678合格85﹪1、宽度（3300）-50～＋2000～＋200左上172017201710中172517151720下171517251725右上172217201710中173017251730下1720172317252、高度腰线上（1650）腰线下（1500）-50～＋2000～＋200顶左185019101900中186518851845右190018901885底1480154014503、坡度±1‰±0.5‰4‰∠personalsafetyandsafetyequipment.5.1.1.6constructionoverallarrangementofinstruments(seethefollowingfigure)...5.1.3.1.1cabinets,Terminalcabinets,enclosures,UPSbatterycabinetbasehot-rolledanglesteel,hot-rolledangleironandsteelproduction,thesupportbaseasawholeshouldbekeptstraight,theweldsizeoveralldimensionsmeettherequirementsshouldbetheprinciple,Stentpositioningandembeddedpartsafterweldinginprison.5.1.3.1.2bracketmountingholesrequiredonarrivalatthescene,cabinetbaseholedimensionprocessing.Enclosurebasemustbeinthecontrolroomthecontrolroomfloorbeforeyoustarttheinstallationtocomplete,andactivitiesshouldbeconsideredafloorsupportframesetmatch.Baseinstallationerrorsshowninthetablebelow.Permissibledeviationsmm/mitemsmm/fulllengthstraightlevel1,5,1,5,positionerrorandparalleldegree55.1.3.2systemPanel,cabinetinstallation5.1.3.2.1unpackingandinspection(1)togetherwithowners,supervisioncarriedoutjointlyonbehalfofthecompany,signedaftertheinspectionopeninginspectionrecords;(2)beforeunpacking,onthesurroundingfloors,tablesandchairs,tools,staticeliminationmeasurestaken,checkthedevicepackagingiscomplete;uponopeningthebox,youshouldcheckifthepackagingisdamaged,whetherthewater,moisture-proof,shock-proofmeasuresisgood;(3)specialtoolsshouldbeusedwhenopeningthebox,presslevel,inordertoopenpackaging;becautious,non-violentbeating;(4)outoftheboxinaccordancewiththepackinglistonebyoneafteraninventoryofallhardware,spareparts,arandomnumberoftools,models,specifications,shouldbeconsistentwiththepackinglist;hardwarelooksgood,nodeformation,breakage,especiallyoffdefectssuch 评定等级施工负责人（区、队长）：检验人员：核定等级建设单位：监理单位：施工单位：检验日期09年11月14日锚杆支护分项工程质量检验评定表工程名称：默勒二矿改扩建主井2900水平井底车场部位：南绕巷221.57～224.3m工程量：2.64m保证项目检验项目质量情况评定情况1杆体及配件的材质、品种、规格、强度结构必须符合设计要求符合设计符合2水泥卷、树脂卷和砂浆锚固的材质、规格、配比、性能必须符合设计要求符合设计符合基本项目检验项目（设计值）标准规定测点部位检查点检查（抽查）记录等级合格率合格优良12345合格85﹪1.安装质量基本密贴壁面（√）密贴壁面楔紧（∠）1√√√2√√∠3√√√4∠√√5√√∠6∠√∠2、抗拔力（KN）不小于设计90﹪不小于设计123允许偏差项目检验项目（设计值）检查点检查（抽查）记录允许偏差（设计值）测点部位1234567合格率等级1、间距（800）排距（800）±100间距80081080080﹪合格排距8108008102、孔深0～＋501179517801785217801780179031790179517853、角度（90°）≤15°1234、外露长度≤501504550personalsafetyandsafetyequipment.5.1.1.6constructionoverallarrangementofinstruments(seethefollowingfigure)...5.1.3.1.1cabinets,Terminalcabinets,enclosures,UPSbatterycabinetbasehot-rolledanglesteel,hot-rolledangleironandsteelproduction,thesupportbaseasawholeshouldbekeptstraight,theweldsizeoveralldimensionsmeettherequirementsshouldbetheprinciple,Stentpositioningandembeddedpartsafterweldinginprison.5.1.3.1.2bracketmountingholesrequiredonarrivalatthescene,cabinetbaseholedimensionprocessing.Enclosurebasemustbeinthecontrolroomthecontrolroomfloorbeforeyoustarttheinstallationtocomplete,andactivitiesshouldbeconsideredafloorsupportframesetmatch.Baseinstallationerrorsshowninthetablebelow.Permissibledeviationsmm/mitemsmm/fulllengthstraightlevel1,5,1,5,positionerrorandparalleldegree55.1.3.2systemPanel,cabinetinstallation5.1.3.2.1unpackingandinspection(1)togetherwithowners,supervisioncarriedoutjointlyonbehalfofthecompany,signedaftertheinspectionopeninginspectionrecords;(2)beforeunpacking,onthesurroundingfloors,tablesandchairs,tools,staticeliminationmeasurestaken,checkthedevicepackagingiscomplete;uponopeningthebox,youshouldcheckifthepackagingisdamaged,whetherthewater,moisture-proof,shock-proofmeasuresisgood;(3)specialtoolsshouldbeusedwhenopeningthebox,presslevel,inordertoopenpackaging;becautious,non-violentbeating;(4)outoftheboxinaccordancewiththepackinglistonebyoneafteraninventoryofallhardware,spareparts,arandomnumberoftools,models,specifications,shouldbeconsistentwiththepackinglist;hardwarelooksgood,nodeformation,breakage,especiallyoffdefectssuch 24550503484545评定等级施工负责人（区、队长）：检验人员：核定等级建设单位：监理单位：监理单位：施工单位检验日期09年11月14日分项工程报验申请表工程名称：默勒二矿改扩建主井2900水平井底车场编号021致：宁夏灵州工程监理咨询公司（监理单位）我单位已完成2900水平井底车场南绕巷（四号交叉点至二号交叉点）171.4～226.87m段基岩掘进、钢筋网喷射混凝土支护、锚杆支护分项工作，现上报该工程报验申请表，请予以审查和验收。附件：巷道基岩掘进分项工程质量检验评定表锚杆支护分项工程质量检验评定表承包单位(章)：项目经理：日期：审查意见：personalsafetyandsafetyequipment.5.1.1.6constructionoverallarrangementofinstruments(seethefollowingfigure)...5.1.3.1.1cabinets,Terminalcabinets,enclosures,UPSbatterycabinetbasehot-rolledanglesteel,hot-rolledangleironandsteelproduction,thesupportbaseasawholeshouldbekeptstraight,theweldsizeoveralldimensionsmeettherequirementsshouldbetheprinciple,Stentpositioningandembeddedpartsafterweldinginprison.5.1.3.1.2bracketmountingholesrequiredonarrivalatthescene,cabinetbaseholedimensionprocessing.Enclosurebasemustbeinthecontrolroomthecontrolroomfloorbeforeyoustarttheinstallationtocomplete,andactivitiesshouldbeconsideredafloorsupportframesetmatch.Baseinstallationerrorsshowninthetablebelow.Permissibledeviationsmm/mitemsmm/fulllengthstraightlevel1,5,1,5,positionerrorandparalleldegree55.1.3.2systemPanel,cabinetinstallation5.1.3.2.1unpackingandinspection(1)togetherwithowners,supervisioncarriedoutjointlyonbehalfofthecompany,signedaftertheinspectionopeninginspectionrecords;(2)beforeunpacking,onthesurroundingfloors,tablesandchairs,tools,staticeliminationmeasurestaken,checkthedevicepackagingiscomplete;uponopeningthebox,youshouldcheckifthepackagingisdamaged,whetherthewater,moisture-proof,shock-proofmeasuresisgood;(3)specialtoolsshouldbeusedwhenopeningthebox,presslevel,inordertoopenpackaging;becautious,non-violentbeating;(4)outoftheboxinaccordancewiththepackinglistonebyoneafteraninventoryofallhardware,spareparts,arandomnumberoftools,models,specifications,shouldbeconsistentwiththepackinglist;hardwarelooksgood,nodeformation,breakage,especiallyoffdefectssuch 项目监理机构（章）：专业监理工程师：日期：巷道基岩掘进分项工程质量检验评定表工程名称：默勒二矿改扩建主井2900水平井底车场部位：南绕巷224.3～226.87m工程量：2.64m保证项目检验项目质量情况评定情况1、基岩爆破法掘进必须采用光面爆破，爆破图表齐全，爆破参数选择合理。光面爆破的施工应符合作业规程规定符合设计符合2、基岩掘进的临时支护必须符合作业规程的规定符合设计符合基本项目检验项目（设计值）标准规定测点部位检查点检查记录等级合格率合格优良12345678合格85﹪1、宽度（3300）-50～＋2000～＋200左上172017201710中172517151720下171517251725右上172217201710中173017251730下1720172317252、高度腰线上（1650）腰线下（1500）-50～＋2000～＋200顶左172017281725中172017251710右172017251720底148014651450personalsafetyandsafetyequipment.5.1.1.6constructionoverallarrangementofinstruments(seethefollowingfigure)...5.1.3.1.1cabinets,Terminalcabinets,enclosures,UPSbatterycabinetbasehot-rolledanglesteel,hot-rolledangleironandsteelproduction,thesupportbaseasawholeshouldbekeptstraight,theweldsizeoveralldimensionsmeettherequirementsshouldbetheprinciple,Stentpositioningandembeddedpartsafterweldinginprison.5.1.3.1.2bracketmountingholesrequiredonarrivalatthescene,cabinetbaseholedimensionprocessing.Enclosurebasemustbeinthecontrolroomthecontrolroomfloorbeforeyoustarttheinstallationtocomplete,andactivitiesshouldbeconsideredafloorsupportframesetmatch.Baseinstallationerrorsshowninthetablebelow.Permissibledeviationsmm/mitemsmm/fulllengthstraightlevel1,5,1,5,positionerrorandparalleldegree55.1.3.2systemPanel,cabinetinstallation5.1.3.2.1unpackingandinspection(1)togetherwithowners,supervisioncarriedoutjointlyonbehalfofthecompany,signedaftertheinspectionopeninginspectionrecords;(2)beforeunpacking,onthesurroundingfloors,tablesandchairs,tools,staticeliminationmeasurestaken,checkthedevicepackagingiscomplete;uponopeningthebox,youshouldcheckifthepackagingisdamaged,whetherthewater,moisture-proof,shock-proofmeasuresisgood;(3)specialtoolsshouldbeusedwhenopeningthebox,presslevel,inordertoopenpackaging;becautious,non-violentbeating;(4)outoftheboxinaccordancewiththepackinglistonebyoneafteraninventoryofallhardware,spareparts,arandomnumberoftools,models,specifications,shouldbeconsistentwiththepackinglist;hardwarelooksgood,nodeformation,breakage,especiallyoffdefectssuch 3、坡度±1‰±0.5‰4‰∠评定等级施工负责人（区、队长）：检验人员：核定等级建设单位：监理单位：施工单位：检验日期09年11月15日锚杆支护分项工程质量检验评定表工程名称：默勒二矿改扩建主井2900水平井底车场部位：南绕巷224.3～226.87m工程量：2.64m保证项目检验项目质量情况评定情况1杆体及配件的材质、品种、规格、强度结构必须符合设计要求符合设计符合2水泥卷、树脂卷和砂浆锚固的材质、规格、配比、性能必须符合设计要求符合设计符合基本项目检验项目（设计值）标准规定测点部位检查点检查（抽查）记录等级合格率合格优良12345合格85﹪1.安装质量基本密贴壁面（√）密贴壁面楔紧（∠）1√√√2√√∠3√√√4∠√√5√√∠6∠√∠2、抗拔力（KN）不小于设计90﹪不小于设计123允许偏差项目检验项目（设计值）检查点检查（抽查）记录允许偏差（设计值）测点部位1234567合格率等级1、间距（800）排距（800）±100间距80081080080﹪合格排距8108008102、孔深0～＋501179517801785217801780179031790179517853、角度≤15°1personalsafetyandsafetyequipment.5.1.1.6constructionoverallarrangementofinstruments(seethefollowingfigure)...5.1.3.1.1cabinets,Terminalcabinets,enclosures,UPSbatterycabinetbasehot-rolledanglesteel,hot-rolledangleironandsteelproduction,thesupportbaseasawholeshouldbekeptstraight,theweldsizeoveralldimensionsmeettherequirementsshouldbetheprinciple,Stentpositioningandembeddedpartsafterweldinginprison.5.1.3.1.2bracketmountingholesrequiredonarrivalatthescene,cabinetbaseholedimensionprocessing.Enclosurebasemustbeinthecontrolroomthecontrolroomfloorbeforeyoustarttheinstallationtocomplete,andactivitiesshouldbeconsideredafloorsupportframesetmatch.Baseinstallationerrorsshowninthetablebelow.Permissibledeviationsmm/mitemsmm/fulllengthstraightlevel1,5,1,5,positionerrorandparalleldegree55.1.3.2systemPanel,cabinetinstallation5.1.3.2.1unpackingandinspection(1)togetherwithowners,supervisioncarriedoutjointlyonbehalfofthecompany,signedaftertheinspectionopeninginspectionrecords;(2)beforeunpacking,onthesurroundingfloors,tablesandchairs,tools,staticeliminationmeasurestaken,checkthedevicepackagingiscomplete;uponopeningthebox,youshouldcheckifthepackagingisdamaged,whetherthewater,moisture-proof,shock-proofmeasuresisgood;(3)specialtoolsshouldbeusedwhenopeningthebox,presslevel,inordertoopenpackaging;becautious,non-violentbeating;(4)outoftheboxinaccordancewiththepackinglistonebyoneafteraninventoryofallhardware,spareparts,arandomnumberoftools,models,specifications,shouldbeconsistentwiththepackinglist;hardwarelooksgood,nodeformation,breakage,especiallyoffdefectssuch （90°）234、外露长度≤50150455024550503484545评定等级施工负责人（区、队长）：检验人员：核定等级建设单位：监理单位：监理单位：施工单位检验日期09年11月15日personalsafetyandsafetyequipment.5.1.1.6constructionoverallarrangementofinstruments(seethefollowingfigure)...5.1.3.1.1cabinets,Terminalcabinets,enclosures,UPSbatterycabinetbasehot-rolledanglesteel,hot-rolledangleironandsteelproduction,thesupportbaseasawholeshouldbekeptstraight,theweldsizeoveralldimensionsmeettherequirementsshouldbetheprinciple,Stentpositioningandembeddedpartsafterweldinginprison.5.1.3.1.2bracketmountingholesrequiredonarrivalatthescene,cabinetbaseholedimensionprocessing.Enclosurebasemustbeinthecontrolroomthecontrolroomfloorbeforeyoustarttheinstallationtocomplete,andactivitiesshouldbeconsideredafloorsupportframesetmatch.Baseinstallationerrorsshowninthetablebelow.Permissibledeviationsmm/mitemsmm/fulllengthstraightlevel1,5,1,5,positionerrorandparalleldegree55.1.3.2systemPanel,cabinetinstallation5.1.3.2.1unpackingandinspection(1)togetherwithowners,supervisioncarriedoutjointlyonbehalfofthecompany,signedaftertheinspectionopeninginspectionrecords;(2)beforeunpacking,onthesurroundingfloors,tablesandchairs,tools,staticeliminationmeasurestaken,checkthedevicepackagingiscomplete;uponopeningthebox,youshouldcheckifthepackagingisdamaged,whetherthewater,moisture-proof,shock-proofmeasuresisgood;(3)specialtoolsshouldbeusedwhenopeningthebox,presslevel,inordertoopenpackaging;becautious,non-violentbeating;(4)outoftheboxinaccordancewiththepackinglistonebyoneafteraninventoryofallhardware,spareparts,arandomnumberoftools,models,specifications,shouldbeconsistentwiththepackinglist;hardwarelooksgood,nodeformation,breakage,especiallyoffdefectssuch