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'重庆城市管理职业学院教职工经济适用房工程深基坑支护及人工挖孔桩专项施工方案1、编制依据及说明1.1编制的依据1.1.1重庆城市管理职业学院教职工经济适用房工程地勘资料1.1.2重庆城市管理职业学院教职工经济适用房工程基础设计图、基础结构图、总平面图、图纸会审交底纪要、合同文件1.1.3国家行业及地方有关政策、法律、法令、法规1.1.4国家强制性技术质量标准、施工验收规范、规程1.1.5我司成熟的工艺标准及操作规程1.1.6《建筑施工安全检查标准》(JGJ59-99)1.1.7《职业健康安全管理体系-规范》GB/T28001-20011、2编制说明本施工方案只涉及基础深基坑及人工挖孔桩工程的支护与开挖部分，主要包括深基础土石方、钢筋砼工程施工；编制本方案的目的是充分指导深基坑及桩基施工。2.工程概况：2.1综述工程名称：重庆城市管理职业学院教职工经济适用房工程工程地址：重庆沙坪坝虎溪大学城。建设单位：重庆城市管理职业学院代建单位：重庆东兆龙阳实业发展有限公司设计单位：深圳市设计有限公司重庆分公司监理单位：重庆联盛建设项目监理公司重庆城市管理职业学院教职工经济适用房工程为二类高层和多层住宅楼和地下停车库建筑，位于重庆市沙坪坝区大学城,建设用地面积30751.42㎡；建筑占地面积30751.42㎡；总建筑面积70183.22m2。本工程结构设计合理使用年限50年，耐火等级二级，屋面防水等级为Ⅱ31八方建设集团有限公司
重庆城市管理职业学院教职工经济适用房工程深基坑支护及人工挖孔桩专项施工方案级。其建筑层数为1-5栋高程均为18层，无地下室；标准层建筑层高均为3.0m,12套多层区为地下车库一层，地上2层；重庆城市管理职业学院教职工经济适用房工程五幢楼房每栋设有一部消防电梯及一座普通楼梯。每栋住宅楼户型±0.000层为校区配套房；±0.000层以上每层均为6户环绕核心筒体。3.施工部署3.1施工管理目标3.1.1工程质量目标本基础工程质量按国家验收标准GB50300-2001《建筑工程施工质量验收统一标准》进行验收，一次验收合格。3.1.2施工工期目标根据合同工期要求及现场实际情况，本工程基础施工工期严格控制在40天内。3.1.3安全管理目标杜绝因管理为主要责任而发生的因工死亡事故、重大设备事故、重大火灾事故，高空物体打击事故、重伤频率控制在0.6‰，轻伤频率在15‰。3.2施工流水段划分本工程基础施工拟按二个施工段组织：1-37/Y15-A轴以塔楼为主区域为第一流水段；Y15-Y18/1a-36轴区域裙楼部分及（1/E）-（Y17）/1-（1/1a）轴车道区域为第二流水阶段。3.3施工组织及主要施工方法的选择3.3.1深基坑及挖孔桩工程开工前，项目执行经理组织相关管理人员进行入场准备工作分工，各负其责，以完成施工前的一切准备工作，其工作内容为：（1）按施工总平面图31八方建设集团有限公司
重庆城市管理职业学院教职工经济适用房工程深基坑支护及人工挖孔桩专项施工方案搭设临时设施和施工围墙，安装敷设施工用电、用水线路。（2）修筑进场施工道路，包括施工场地地面硬化处理。挖好排水沟及集水井。（3）运输安装塔机及其施工用机具设备，组织挖孔桩、筏板等基础开挖土石方的运输及开挖机械入场。（4）对周边环境及相关行政管理部门进行协调、接口工作，确保工程的顺利实施。3.3.2根据各自不同的施工阶段，分阶段在各自的施工范围内设置相应的排水沟和集水井，在基础施工期间可利用本楼未开挖至设计深度（浅于设计深度≥300mm）的独立浅基基坑作为临时集水井，用ø100污水泵和ø100泥浆泵将地下水、天然降水抽入地面排水沟或直接抽入指定下水管道。3.3.3土石方施工筏板基坑土石方采用大型切割机械及人工凿石塔机吊运施工的方法，以加快基础工程进度；人工挖孔桩土石方采用水钻钻石及人工凿石、风镐开挖、人工清理的方法进行。3.3.4钢筋施工钢筋施工采用现场机械加工制作，塔吊吊运，人工绑扎成型的方法组织施工。钢筋连接采用闪光对焊和搭接焊，钢筋接头严格按照设计和规范要求。3.3.5混凝土施工本基础工程采用商品预拌砼，用输送泵输送为主，吊斗转运为辅的方式浇筑。工程施工时，在工场入口大门处布置一台HBT60A混凝土泵送机，泵送管均直接连接至施工作业面。筏基基坑、桩基砼分层浇筑，机械振捣；桩身连续浇筑完毕。3.3.6安全防护措施31八方建设集团有限公司
重庆城市管理职业学院教职工经济适用房工程深基坑支护及人工挖孔桩专项施工方案3.3.6.1坑壁支护对于土层范围内设护壁。按照基础工程结构设计，采用C20钢筋混凝土护壁(具体作法详相关结施说明及大样图)。并根据实际土质疏松情况按每开挖1m深增设护壁，但如果开挖至完整中风化页岩或砂岩层时，可不再浇筑护壁。为了加快施工进度和保证钢筋混凝土护壁的安全性，计划在护壁混凝土中掺加水泥用量3%的MZS早强速凝剂，以缩短混凝土的终凝时间，提高护壁混凝土的早期强度；并在回填土层有孔洞和垮塌的地方增加护壁厚度。3.3.6.2坑井口临边防护地下室人工挖孔桩基坑深度较大，周边临空高度大，故在基坑临空面搭设防护栏。防护栏搭设采用单排、1.2m高Ø48钢管架，外挂密目安全网，全封闭施工。无人作业基坑上口进行覆盖，夜间设警示灯，其余机械设备采取相应隔离等防护措施。3.3.7垂直、水平运输措施在本工程基础施工前先布置一台QTZ63塔吊，以满足基础施工土石方吊运作业。其余地面零星水平运输采用人力手推胶轮车。4.施工准备4.1技术准备4.1.1组织施工技术人员阅读施工图，写出读图记录，并汇总施工图中存在的问题，以利在设计图纸会审会上解决。4.1.2准备本工程需要的施工验收规范及技术标准、图集等。4.1.3写出混凝土、砂浆试配委托书，送原材料检验。4.1.4提出原材料计划，半成品加工计划。4.2主要生产设施准备4.2.131八方建设集团有限公司
重庆城市管理职业学院教职工经济适用房工程深基坑支护及人工挖孔桩专项施工方案根据基础施工平面布置图搭设临时设施，搭设质量满足有关要求。完成水通、道路通、完成配电房。项目技术负责组织相关施工管理人员进行基础施工准备工作分工，各负其责，其工作内容为：4.2.1.1按施工平面图安装敷设施工用电、用水及排水线路。1）施工用水整个现场用水水源由业主指定，基础施工期间供水管网布置结合以后主体结构施工综合考虑。基础施工供水主管采用DN50管，接至施工作业面，并留下相应的接口供日后结构施工使用；所有供水管均采用镀锌钢管，丝扣连接，并按规定作防腐、防锈处理。2）现场排水在基础施工过程中，施工平面内大量的地表雨水及施工废水，主要集中于基础施工平面内。工程基础施工时根据具体情况，可适当选择一独立基坑或积水井先开挖至设计标高以上300（待封底前凿去），以此做施工排水临时集水井，利用临时明沟形式有组织地导入该临时集水井，通过临时集水井沉淀后用ø100泥浆泵抽入地面业主指定排污沟内。临时明沟走向绕开基础及地梁沟槽，利用负二层周边排水沟。集水井内积水水位达到一定高度就进行提升排放，并定期清理沉积泥砂，派专人进行排水维护管理，以保证排水畅通。4.2.1.2钢筋施工采用现场机械加工制作，塔吊吊运，人工绑扎成型方法组织施工，大于直径φ14的水平筋和竖向筋采用对焊和电渣压力焊焊接；所有接头位置及钢筋锚固长度严格按照设计和规范要求。5.深基坑及桩基主要施工方法基础施工前首先根据施工平面图进行该幢楼塔吊基础的定位放线，开挖塔吊基础，及时浇注塔吊基础，待基础砼达到设计强度后尽快安装完毕，利用塔吊进行基础施工的垂直运输。5.1施工放线、轴线控制31八方建设集团有限公司
重庆城市管理职业学院教职工经济适用房工程深基坑支护及人工挖孔桩专项施工方案本工程工程面积大，轴线网复杂，圆桩、方桩多，且分阶段平场、分阶段施工，施工放线工作量大。为此拟按设立的轴线控制网进行，施工控制网直接根据业主提供的坐标点进行投放确定，据此施放轴网及建筑物细部轴线。根据轴线控制网采取内分法增设基础施工控制桩，各控制线交点处分设轴线桩，两端分别设远控点（用红“△”标志）。放线测量具体详《测量施工方案》。5.2土石方施工5.2.1人工挖孔桩基础施工基础开挖根据土质情况分别选用机械、人工开挖方式。挖孔桩基础施工工艺流程：放线定位、做标识—→护壁施工（仅用于土层）—→设备就位开凿—→监理检查持力层—→凿嵌岩深度及扩底—→桩中心与半径的复查、修正，清理杂物和积水—→鉴证取岩样送检—→设计、业主、质监站、地勘、监理代表验收—→吊放、校正钢筋笼—→钢筋验收—→浇筑桩身混凝土—→砼试件制作、养护由施工轴线控制网,使用经纬仪测量，定出圆心，拉线丈量定出桩孔位置，并在桩边缘桩孔位轴线上设置十字临时控制桩，加以保护，开挖过程中随时检查桩孔位置；如右图。对于椭圆形桩，分别定出椭圆形两边两半圆的圆心，增设两半圆的控制桩。开挖前，在各挖孔桩上用M5水泥砂浆砌筑200高红砖井圈，用以标示轴线标高，并防止雨水流入桩内。开挖时，孔内石渣垂直运输采用直径Ф48、壁厚3.5mm31八方建设集团有限公司
重庆城市管理职业学院教职工经济适用房工程深基坑支护及人工挖孔桩专项施工方案钢管搭临时支架，安装滑轮及绞轮，人工绞吊篮垂直提运,钢管架上铺设彩条编织布，作为防雨措施。如下图。挖孔时,应根据设置的桩的“十”字临时控制桩，通过吊桩孔中心线，随时复核桩的轴线、标高、垂直度、桩身尺寸、基底尺寸，确保成孔符合设计和施工规范的要求。成孔施工至设计标高后，进行岩石取样，达到设计地耐力后才能封底，且必须经质监、设计、地勘、监理验收认可。封底前，进行基底及孔壁的修理，并清除杂物及积水。当岩石变化桩需加深时，桩挖至8m深时，为保证井下工人有足够的新鲜空气和排除井内的有害气体，在地面用鼓风机连接胶管向井下送风，确保井内施工人员安全。井内集水采用φ100泥浆泵抽入地面临时排水沟，汇入沉砂井，经沉淀清淤后再用φ100污水泵排入业主指定排水系统。对不能及时封底的部份桩，留100－200mm厚的石层不凿打，防止基底受水破坏，该石层待封底前再凿打。对不能及时封底的部份桩，沿桩四周凿打100×50mm的集水沟，汇入桩壁下200×200×200mm的集水坑内，以便地下水抽取。桩开挖中，人员上下采用钢筋挂梯，桩孔内照明采用36V的低压线路，每个桩孔内配置15W带罩防水灯具一套31八方建设集团有限公司
重庆城市管理职业学院教职工经济适用房工程深基坑支护及人工挖孔桩专项施工方案，加强桩内照明，以增加开挖时的准确性。每个挖孔桩内操作人员不得多于二人，当垂直提运土石方时，操作人员要先上到地面后起吊，以防落石伤人。待桩基挖掘到设计标高后，施工单位、监理单位、业主现场代表共同检查桩底石质，目测满足要求后，选定桩孔，凿打一组150×150×150的立方体石头毛坯或通知市有关监测所亲临现场钻取岩心，在运送毛坯或岩心时要轻搬轻放，确保毛坯或岩心的完好无损，将有见证取样的毛坯或岩心送有资质的试验室，进行单轴抗压强度试验，强度满足设计要求，则认为桩的嵌岩深度和承载力符合设计要求。5.2.2独立柱基础及筏板基坑施工独立柱基及筏基施工工艺流程：放线定位→土石方开挖→岩芯取样送检→岩芯检测合格→坑底清理→浇筑混凝土垫层→放线定位→钢筋绑扎、定位→钢筋验收→模板安装→砼浇筑及试件制作→模板拆除→砼养护在基础主线控制完成以后，按设计施工图用石灰放出每个基坑的具体位置，由施工轴线控制网，用经纬仪测量，拉线丈量定出柱基、带型基槽的位置，并在槽两边画线，在柱基坑四边缘坑位轴线上设置十字临时控制桩，加以保护，开挖过程中随时检查坑的位置，基坑周边设龙门桩控制基坑宽度（如右图）。根据土质情况分别选择人工开挖或机械切割开槽。机械开凿时在基坑周边保留500mm至1000mm的开凿余量人工凿打，避免超挖或破坏基岩。筏板基础底面留设200～300厚的石方余量采用人工凿打清运上车，避免破坏基岩和避免超挖31八方建设集团有限公司
重庆城市管理职业学院教职工经济适用房工程深基坑支护及人工挖孔桩专项施工方案。坑底设置一个0.5m3的集水坑，便于用抽水机将集水抽出，杂物清理。抽水台班由监理、业主代表现场认可，费用进入决算。对局部面积小，较深基坑部位的石方机械施工有困难时，采用人工凿石，塔吊吊运上车外运到指定位置。基坑深度在1.5m以内，弃渣以铁锹为主，坑槽内石渣可以直接弃在距坑槽口边1.0m外地面上,并集中堆放，弃渣堆放距坑边超过1m。石渣集中堆放后采用塔吊吊运到业主指定场地。5.2.3土石方施工要求基础土石方开挖工程中加强轴线、标高、坑槽断面尺寸检查，防止位置偏移或断面尺寸错误。当凿打至中风化岩层，满足设计标高后，进行岩石取样送实验室检测，检测结果符合设计要求，并经质监站、地勘、设计、监理现场验收后即进行封底。封底前，对坑、槽底及壁进行修理，清除杂物及积水，并将基底表面再凿50厚，以防地基承载力因表面风化而降低，确保地基持力层结构质量。遇有软弱老土基坑开挖时深度超过1.2m时按1：0.8放坡；遇回填区平基放坡不够时，施工基坑时按1：1放坡后进行基坑土石方施工，确保施工工人的安全。放坡后多余土方外运除渣。土石方外运前按市政府规定办理相关的外运手续；在现场出口设洗车场，避免尘土带出工地。5.2.4岩芯取样送检5.2.4.1取样范围：根据现场基岩的分布情况，业主、监理、施工各方共同确定取样部位及组数或按本方案后面质量检测计划相关内容。5.2.4.2当开挖至设计嵌岩深度后，对基底岩石目测和实际破损检测合格后，请监理或业主代表指定检测坑位，取出岩芯送检，岩芯检测合格后，组织质监站、地勘、设计、业主、监理等单位人员检查验收，共同认可同意进行下道工序施工后，立即清理基底杂物、积水和风化层31八方建设集团有限公司
重庆城市管理职业学院教职工经济适用房工程深基坑支护及人工挖孔桩专项施工方案，浇筑混凝土垫层。5.3基础钢筋施工5.3.1钢筋加工5.3.1.1钢筋进场时，材料验收员应分批验收。外观检查时，要求该批钢筋表面不得有裂缝、结疤和折叠。外观验收合格后，应对每批钢筋抽样送国家建设工程质量检验一级试验室进行力学性能试验，抽样方法和质量标准应符合有关标准规定。5.3.1.2钢筋配料相关人员必须熟悉工程图纸，全面了解对混凝土保护层、钢筋弯曲、弯钩等规定。根据钢筋订单和配筋图，绘制所需钢筋简图并编号，正确计算钢筋下料长度和根数，填写配料单，送加工部门。程序如图。施工图、规范、标准编制计划划项目技术负责人审核调整复审批核实施施行施施电子计算机钢筋房钢筋工长复核钢筋加工计划编制流程图5.3.1.3钢筋调直与下料操作前应仔细检查钢筋机械运转是否正常，经检查合格后，方可进入工作。钢筋下料采用钢筋切断机，合理下料，减少损耗。下料时采用长尺量料，标刻度线等措施，尽量降低量料累计误差。5.3.1.4按弯曲尺寸用石笔在弯曲点准确划线，起点根据划线从中间向两端或从一端开始，合理调整。在弯曲成型时，弯曲直径应是钢筋直径的2.5倍，成型轴宜加偏心轴套，以适应不同直径弯曲需要。为使弯弧一侧钢筋平直，平直段长度不宜小于钢筋直径的1031八方建设集团有限公司
重庆城市管理职业学院教职工经济适用房工程深基坑支护及人工挖孔桩专项施工方案倍。档铁轴宜做成可弯档架或固定档架。5.3.1.5原材料钢筋接长采用闪光对焊，钢筋焊接人员必须持有岗位培训合格证方得上岗。为了获得良好对焊接头，应合理选择参数。当焊接人员更换或钢筋品种规格发生变化后，应先制作对焊试件（不少于2个）进行冷弯试验。合格后，才能成批焊接。对焊钢筋必须经冷拉调直后，才可以进行加工。5.3.1.6生产班组加工完成一个品种的半成品钢筋，生产班组质检员及时按照半成品钢筋加工验收标准进行检查验收，并作好挂牌标识。钢筋加工场专职质检员按照加工计划和验收标准对照检查验收，符合加工要求后，才可以出场发料。检查验收应作好记录，发出半成品钢筋质量合格证明书。5.3.2钢筋接头5.3.2.1钢筋接头类型的选择原材料钢筋接长采用闪光对焊。筏板基础钢筋现场接长采用闪光对焊。5.3.2.2钢筋接头位置、接头尺寸及搭接长度钢筋接头位置、接头尺寸及搭接长度等必须符合设计和有关规范标准的规定和要求。5.3.3钢筋保护层5.3.3.1各类钢筋保护层厚度：人工挖孔桩主筋保护层厚度为50mm，筏板基础50mm。5.3.3.2人工挖孔桩采用钢筋支撑控制钢筋笼的保护层厚度。5.3.3.3筏板基础钢筋保护层厚度控制下部采用花岗石垫块，上部保护层采用钢管架支撑。详《大体积砼施工方案》。5.3.4钢筋安装5.3.4.1挖孔桩钢筋安装31八方建设集团有限公司
重庆城市管理职业学院教职工经济适用房工程深基坑支护及人工挖孔桩专项施工方案挖孔桩桩芯钢筋笼采取现场孔外预制成型,用塔吊吊运放入孔内定位，钢筋笼纵向钢筋连接采用闪光对焊,钢筋笼设置Ⅱ级Φ16@2000加劲焊接环并与纵筋焊接，钢筋笼外环φ10钢筋与纵向钢筋的连接采用绑扎,为防止钢筋笼变形,笼内设Φ16@2000钢筋支撑(梅花型设置)（如下页图）。为保证钢筋笼位置正确和砼保护层厚度，在笼的四周纵向筋每隔3m加焊一钢筋耳朵，作钢筋笼保护层控制用。钢筋笼定位后，须经监理验收。5.3.4.2筏板基础钢筋安装本工程筒体筏板基础的砼厚度1500mm，双层钢筋网片，底层和上层钢筋网片的纵横钢筋均为Ⅱ级Ф22@150，布置通长钢筋,钢筋就位前应预排;钢筋的接头位置应错开,同一截面的接头数量和同根钢筋两接头间的距离必须符合施工规范GB50204-2002的要求,钢筋绑扎必须牢固,且不允许漏扎。由于筏基钢筋多且重量大，面层钢筋的定位固定采用Φ48钢管按@3000×3000搭设支架。钢筋绑扎安装就位后，应清除杂物、泥块和干净底板，并应依据设计图纸对照检查，作好隐蔽检查记录。并在扎好的筏板钢筋上根据施工图进行筒体墙插筋安装绑扎。同时，须经检查验收。另详《大体积砼施工方案》。5.3.4.3墙、柱插筋安装1）操作程序扎好底板钢筋—→放线定位—→预埋插筋—→保护固定搭设插筋固定脚手架，按基坑两侧离基坑口300㎜处立立杆，立杆间距1.8m，纵横水平杆步距1.5米扫地杆离地300连通；插筋固定架搭设完成后，将轴线及墙筋的内外宽度线定在脚手架水平横杆上，作好墙柱钢筋宽度钢管夹具。31八方建设集团有限公司
重庆城市管理职业学院教职工经济适用房工程深基坑支护及人工挖孔桩专项施工方案固定好的基础钢筋确定墙柱插筋位置，拉上广线，在基础筋上绑扎好第一层墙的水平筋，利用水平筋和搭设完成的插筋夹具，即可绑扎墙柱插筋，确保插筋的位置正确，砼浇注后不产生位移，固定方法如上图。2）操作要求Ⅰ、预埋钢筋制作必须符合设计及规范要求，并经现场施工人员检验合格。Ⅱ、钢筋埋置深度必须符合设计及规范要求，确保其锚固长度。Ⅲ、为确保柱筋预埋准确，不发生位移，在梁（板、桩）顶面筋处应加设一道柱箍，用点焊把箍筋与梁（板、桩）面筋焊牢，桩内采用“井”字箍与插筋焊接固定，并在筏板、桩顶标高以上500mm处绑扎一道箍筋固定。Ⅳ、施工过程中严禁碰撞或随意弯曲已经预埋好的钢筋，做好成品保护。5.3.5基础钢筋安装操作要求5.3.5.1钢筋制作须符合设计及规范要求，经现场施工员检验合格。5.3.5.2钢筋规格、间距必须符合设计及规范要求，不得任意代换。5.3.5.3钢筋锚固必须符合设计及规范要求，确保其锚固长度。5.3.531八方建设集团有限公司
重庆城市管理职业学院教职工经济适用房工程深基坑支护及人工挖孔桩专项施工方案.4认真复核校对筒体墙身插筋预埋是否符合设计要求，并做好固定措施，以防钢筋移位。方法是分别在筏板基础底筋及面筋上沿筒体墙两边（扣保护层）焊接Φ20通长钢筋，然后筒体墙体插筋与其点焊。5.3.5.5施工过程中严禁践踏、碰撞或随意弯折已经绑扎好的钢筋，做好成品保护。5.3.5.6清除杂物、泥块和干净底板。进行三检，完善相关资料及隐蔽检查记录。最后报请监理验收。5.3.6钢筋工程的检查与验收5.3.6.1钢筋表面:钢筋表面是否有油渍、漆污和颗粒状铁锈。5.3.6.2钢筋级别：配置的钢筋级别、直径、根数和间距等是否符合设计要求。5.3.6.3钢筋位置：钢筋位置的允许偏差是否符合《建筑安装工程质量检验评定标准》的规定。5.3.6.4保护层：钢筋的混凝土保护层厚度是否符合设计要求或有关规范标准的规定。5.3.6.5预埋件:预埋件的数量和位置是否符合设计要求。钢筋绑扎、安装完毕后，按“三检”制加强自检。根据下表进行检查并作好隐蔽工程记录。项目允许偏差（mm）检验方法绑扎钢筋网长、宽±10钢尺检查网眼尺寸±20钢尺量连续三档，取最大值绑扎钢筋骨架长±10钢尺检查宽、高±5钢尺检查受力钢筋间距±10钢尺量两端、中间各一点，取最大值排距±5保护层厚度基础±10钢尺检查柱、梁±5钢尺检查板、墙±3钢尺检查31八方建设集团有限公司
重庆城市管理职业学院教职工经济适用房工程深基坑支护及人工挖孔桩专项施工方案绑扎箍筋、横向钢筋间距±20钢尺量连续三档，取最大值钢筋弯起点位置20钢尺检查预埋件中心线位置5钢尺检查水平高差+3，0钢尺塞尺检查5.4基础模板施工5.4.1模板安装5.4.1.1本工程基础模板采用木模板体系，模板采用18mm厚九夹板，侧模板肋采用50×100木枋，间距为200mm侧铺。5.4.1.2电梯井内模板采用钢管脚手架对顶固定，脚手架水平及纵横间距均900mm。立杆支撑在已浇底层电梯井板底上。5.4.1.3侧枋上电钻钻孔用14号铁丝将木模与内撑脚手架揪紧，钻孔间距900mm。5.4.1.4模板构造应牢固稳定，具有可靠的强度、刚度，且装拆方便。5.4.2模板拆除基础模板主要为非承重侧模，其拆除以保证砼强度能使其表面及棱角不因模板拆除而受损坏。拆模后及时进行浇水养护工作，对于筏板基础还应保证砼中心温度与环境温度之差，不得超过25℃，以防砼表面产生裂缝。在拆除模板过程中，如发现砼出现异常现象，可能影响砼结构的安全和质量等问题时，立即停止拆模，并经处理认证后，方可继续拆模。5.4.3模板施工质量为了确保本工程施工质量，基础模板安装质量按规范执行，有关允许偏差项目列表如下。模板安装的允许偏差及检验方法项目允许偏差（mm）检查方法轴线位置5钢尺检查31八方建设集团有限公司
重庆城市管理职业学院教职工经济适用房工程深基坑支护及人工挖孔桩专项施工方案底模上表面标高±5水准仪或拉线、钢尺检查截面内部尺寸基础±10钢尺检查梁、柱、板+4，-5相邻两板表面高低差2钢尺检查表面平整度52m靠尺的塞尺检查现浇结构尺寸允许偏差和检验方法项目允许偏差（mm）检验方法轴线位置基础15钢尺检查独立基础10墙、柱8剪力墙5标高层高±10水准仪或拉线、钢尺检查截面尺寸+8，-5钢尺检查电梯井井筒长、宽对角定位中心线+25，0钢尺检查井筒全高（H）垂直度H/1000且≤30经纬仪、钢尺检查表面平整度82m靠尺和塞尺检查预埋件施工中心线位置预埋件10钢尺检查预埋螺栓531八方建设集团有限公司
重庆城市管理职业学院教职工经济适用房工程深基坑支护及人工挖孔桩专项施工方案预埋管5预留洞中心线位置15钢尺检查5.5基础砼施工5.5.1预拌砼到现场的检验5.5.1.1对送达现场的商品砼，应按规定测试其坍落度，当坍落度超过商定的上限值时，均应拒收。5.5.1.2预拌砼到现场后必须按规定进行砼强度取样，取样应从泵管浇出的砼中留取。5.5.1.3预拌砼入场的坍落度测定和试块取样均应由监理现场见证。坍落度测定每一工作班至少两次。5.5.2砼施工的准备工作5.5.2.1砼输送机械及技术准备1）现场砼输送泵安装，运转正常。砼布料机安装到位。2）根据浇筑部位及砼强度要求提出“预拌砼订货单”。5.5.2.2砼输送管道的安排和支撑方式1）砼按一台泵机输送速度计算，基础施工采用HBT60A型砼泵机，最大排量为60m3/h，泵送距离最远为100m内，（包括垂直及弯管的换算长度）输送管道采用φ125管。2）输送管道布置及安装筏板基础砼输送管道从泵到基坑用钢管搭设输送管道支架，考虑配管的倾斜度较大，采取在向下倾斜配管的前端设置相当于落差5倍以上的水平管段，并在下斜管上端设置排气阀。（如下图）31八方建设集团有限公司
重庆城市管理职业学院教职工经济适用房工程深基坑支护及人工挖孔桩专项施工方案砼输送泵排气阀搭设钢管输送管道支架H向下配管L≥5H5.5.2.3前仓准备工作1）水平管道与布料机安装就绪。2）砼振动设备准备到位，使用正常。3）临时用电配电箱准备就绪。4）砼散料人员及振捣人员，管道安、拆人员配置齐全。5.5.2.4后仓准备工作1）砼泵机安装就位,试运转正常。2）砼运输车准备充分，能保证砼连续浇筑。3）前后仓联系及调度的通讯工具及人员安排就绪。5.5.3各种基础的砼施工5.5.3.1挖孔桩砼施工本基础工程挖孔桩基础为C30砼，砼采用泵送下料，由软管送料到桩、柱孔内，串筒直径250mm，用黑铁皮卷曲连接而成，分层下料、分层振捣。振捣时，振动棒应快插慢拔。在浇筑砼的过程中，应作好发生堵管时的应急措施31八方建设集团有限公司
重庆城市管理职业学院教职工经济适用房工程深基坑支护及人工挖孔桩专项施工方案，安排人员随时检查砼输送砼的畅通情况，当发生堵管时，应及时探明堵管的确切部位，将堵管部分拆除，将所堵管搬运至指定地方，集中清除管内的砼并将管清洗干净，不能随意到处清除管内的砼，以满足文明施工的要求。其余基础浇筑砼发生堵管按此处理。砼浇筑前，应检查轴线，标高是否正确，钢筋是否绑扎牢固，孔内的淤泥、积水、杂物应清除干净。桩、柱基础砼要分层振捣密实，每层浇灌厚度不得大于600mm，为防止砼离析，采用铁皮串筒下料，浇灌过程中注意不得随意撞击和扭曲钢筋，防止移位。5.5.3.2筏板基础砼施工1）浇筑程序筏板基础砼分层踏步式浇筑，第一层砼的高度为400mm，以后每层浇筑600mm。砼应连续浇筑，不得留施工缝。2）浇筑措施为保证砼浇筑时不产生离析，砼输送管末端应有足够长度软管。利用塔吊将软管直接就位浇筑，严禁砼由高处自由倾落。3）浇筑方法砼浇灌从筏板的短边开始，沿一端角往另一端推进，浇筑砼分层踏步式的连续浇筑，每层厚度400-600mm，沿高度方向分三层浇筑。商品砼到现场后，泵机套砼输料管直接送入筏基坑内，按图示的顺序浇灌砼，配备振动棒分层振捣，保证各层砼振捣密实，振捣上层砼时，振动棒必须插入下一层砼，其插入下一层深度不小于50mm，振动棒振捣砼时应快插慢拔出，以免砼形成空洞，振动时间不能过久，以免砼产生离析。详《大体积砼施工方案》5.5.4砼结构养护筏板基础砼养护采用覆盖保温材料保温法养护，严格作好温度监控，确保砼中心温度与环境温度之差不超过25℃。详《大体积砼施工方案》。5.5.5质量标准及措施5.5.531八方建设集团有限公司
重庆城市管理职业学院教职工经济适用房工程深基坑支护及人工挖孔桩专项施工方案.1混凝土原材料必须符合现行国家标准、施工及验收规范和设计的有关规定。5.5.5.2检查搅拌站混凝土拌合物配料的称量是否准确，如拌合用水量、水泥重量、外加剂掺量等。5.5.5.3检查混凝土拌合物的坍落度，每工作班至少测两次。5.5.5.4检查模板尺寸、坚固性，是否有缝隙、杂物，对欠缺之处应及时纠正。5.5.5.5检查配筋、钢筋保护层、预埋铁件、穿墙管等细部构造是否符合设计及规范要求。合格后填写隐蔽工程验收记录。5.5.5.6检查混凝土拌合物在运输、浇筑过程中有否离析现象，观察浇捣施工质量，发生问题及时纠正。5.5.5.7在施工过程中，应注意保护钢筋、预埋插筋、套管等，不得随意弯折钢筋。砼浇筑完毕，保护人员及时对其进行修复。6.保证工程质量施工措施6.1质量管理组织保证6.1.1在每周召开的生产联系会上，项目部技术负责人向全体技术人员介绍本周质量情况，分析原因提出要求,以利于改进工程质量。6.1.2项目工程部质量部门人员、技术部门人员每天检查工程的质量、执行施工组织设计以及执行公司质量体系程序文件情况，并作好施工记录。钢筋绑扎、砼浇筑等分项工程的施工顺序和穿插时间，缩短平行交叉作业的流水间距，加快工程进度，以确保工期。6.2制度保证6.2.1严格建立开工前的技术交底制度各分项工程开工前，除了对该分项的工艺流程，施工重点，质量要求等作详细交底外，还必须强调重点、难点部位，须按全质管理方法，建立质量管理点，定期作施工质量分析，实施工程质量动态管理。6.2.2建立严格的隐蔽工程检查签证制度31八方建设集团有限公司
重庆城市管理职业学院教职工经济适用房工程深基坑支护及人工挖孔桩专项施工方案凡属隐蔽工程项目，首先由班组、项目部逐级进行自检，自检合格后，应会同业主驻现场代表和监理部门复检，检查结果填入验收表格，由双方签字，并签发隐蔽工程验收证明书。6.2.3建立测量计算验收复核制度测量资料，须经验收复核，最后交总工程师验收报业主现场代表或监理部门批准。现场测量基线、水准线及有关标志均需进行定期复测检验。6.2.4建立严格的材料、成品和半成品验收制度对所有入场材料，必须检验核对质保资料，并取样进行试验，填写试验报告。按验收程序收货后分类保管，做好标记保管好样品。质量检查记录和试验报告要随样品一起保存备查。对检查验收不合格的材料、成品、半成品、不得用于本工程中，对易受潮的物品必须做好防雨、防潮工作。6.2.5建立原始资料的积累和保存制度本工程各分部分项工程，必须由专职质检人员做好质量检测记录，工程结束时交档，资料员整理订成册归档。6.2.6建立质量奖惩制度，奖励先进、督促后进。6.3技术保证及施工过程管理6.3.1本工程的施工管理人员、质量员，必须认真熟读基础设计图，图纸会审交底纪要，领会设计意图。6.3.2基础分部工程的验收批划分基础分部工程按筏板基础、挖孔桩及地梁、独立柱基划分。6.3.2.1人工挖孔灌注桩、独立柱基按施工段每向监理单位报验一次所包含的桩划分为一个验收批；6.3.2.2筏板基础独立为一个检验批。6.3.3基础部分检测计划31八方建设集团有限公司
重庆城市管理职业学院教职工经济适用房工程深基坑支护及人工挖孔桩专项施工方案人工挖孔桩、独立柱基、筏板基础地基承载力根据规范要求与监理、业主现场确定检测部位及数量。钢材、钢筋连接质量、商品砼、砼浇筑质量、强度检测批次按规范要求进行（本方案前面亦有所述），同时宜结合检验批做好各项检测。桩基砼低应变测试每桩必测；岩芯单轴抗压检测按检验批进行。6.3.4专职计量标准员购置备齐国家规范、规程、验收标准、标准图集等，施工中严格执行规范、规程，按照标准进行验收。计量标准化管理。6.3.5做好施工组织设计、施工图纸、施工操作规程、验收标准的技术交底工作。分部分项工程施工前，由该工程技术负责人和施工员以书面的方式向操作工人班组进行仔细的技术交底，在施工管理中，施工管理人员应高标准、严要求，勤指导、勤检查，及时发现质量问题、及时整改。6.3.6严格执行ISO9001标准，项目工程部将执行任务具体落实到各个部门及其相关人员，各负其责、严格执行，确保工程质量。加强工艺纪律，严格操作规程，严格进行自检、互检和专职检查。杜绝不合格工序的产生或流入下一道工序。加强工序质量控制，以人的工作质量确保工序质量。以工序质量确保工程质量，以保证质量目标的最终实现。执行质量奖罚制度，层层落实责任，处处把关，质量做得好，以严格的质量管理制度来保证工程质量。6.3.7按有关作业文件及相关规范要求，作好施工记录和隐蔽工程验收记录及其相关的质量记录，由技术内业收集、整理、保管，作到工程技术资料、质量记录的形成与工程进度同步，并符合重庆市工程档案管理的要求。6.3.831八方建设集团有限公司
重庆城市管理职业学院教职工经济适用房工程深基坑支护及人工挖孔桩专项施工方案项目经理部根据本工程质量目标及施工组织要严格编制质量检查计划，分阶段对各分部工程及分项工程要达到的质量目标进行制订及检查，并明确各分部分项工程的质量责任人及评定责任人。6.3.9加强工种间的配合与衔接。施工管理人员应研究制定出各分部工程之间、各分项工程之间、各道工序之间，各种工种之间配合和衔接的最合理的工艺流程。指定分包单位各工种应与土建工程施工密切配合，在定期召开的联系会上及时解决专业间的矛盾。避免事后剔打洞，影响结构安全。6.3.10加强材料管理，保证材料质量所有进场材料必须挂牌分类堆放。严格执行材料的抽样检测制度，不抽测的材料或不合格材料，禁止用于工程中。在钢筋施工过程中，严格钢筋加工房的管理，加工房必须保证半成品的加工质量符合要求，并实行挂牌制度，严禁乱抓、乱放；钢筋竖向电渣压力焊及机械连接时，必须经监理、业主检查后方可进行下道工序的施工。加强加工过程的质量控制，避免材料造成浪费，各种半成品应分类堆放，标识明确，严禁乱抓乱用。6.3.11施工过程中严格贯彻“三检”制：每道工序进行自检，互检，交接检工作．各专业工长及班组必须实行交接工作制，做到上不清下不接，层层把关，施工人员必须按企业标准，实施对分项工程整个工序过程的全检，专职质量员按企业规定进行各分部分项工程质量核定，项目技术负责人审查、评定。6.3.12凡本工程重点控制质量分项，均要编制全质管理预控质量书，确定质量控制管理点，成立QC小组贯穿全施工过程，项目定期召开质量分析会，分阶段对工程质量加以总结，用数据说话，运用数理统计，分析质量动态，增强质量意识，落实纠正预防措施，把质量控制管理落实到整个施工过程中。6.3.13对重要部位如31八方建设集团有限公司
重庆城市管理职业学院教职工经济适用房工程深基坑支护及人工挖孔桩专项施工方案地基持力层、预埋件、管道根部处理等防渗漏设施进行工长自检，班组交接检，质检员抽检一系列检查防范制度，并对以上部位进行全检无一遗漏。6.3.14配合比应先进行试配检验，施工过程中的抽检试块应在现场监理人员监控下按规定的方法和数量进行现场取样，并进行标准养护及同条件下养护工作，由专职检验员实施这一工作并送实验室检验。试件应在浇筑地点随机抽取，每一工作班拌制的同配合比的砼不足100盘时取样不少于一次，每一现浇楼层同配合比硷取样不少于一次。6.3.15支撑体系必须严格按方案进行搭设，并由项目技术负责人组织相关部门对支撑体系和模板系统进行专项验收。6.4成品保护6.4.1加强成品保护工作。对已完工的分部、分项工程及各种设施应采取切实有效的成品保护措施予以保护，使其免遭损坏、污染或偷盗；同时应制定保护成品的奖惩制度，实行保护成品受奖、损坏成品受罚的制度。6.4.2浇砼前，准备好砼养护材料及工具，如塑料薄膜、草垫、锯木粉等。对浇筑后的砼进行养护，待强度达到规范和设计要求才拆除模板，以防拉伤砼表面。6.4.3浇砼、做找平层时注意不要损坏已埋设好的其他管道、预埋件等，且浇注完后在规定的时间内不得上人，上料或进行下道工序施工。6.4.4钢筋成品、半成品防护措施8.4.4.1钢筋应尽量放仓库或料棚内，在仓库或料棚周围应挖排水沟，堆放钢筋下面应放垫木，高地不少于200mm，或用钢筋堆放架堆放。6.4.4.2钢筋不具备在库内、棚内堆放的条件时，应选择地势较高，土质竖实，较为平坦的露天场地堆放，在场地周围应挖排水沟，钢筋下面宜垫不少于200mm枋木，上面应尽量加以覆盖。6.4.4.3钢筋堆放应严防与酸、盐、油类物质存放在一起，堆放地点不得和产生有害气体的车间靠近，以免污染和腐蚀钢筋。31八方建设集团有限公司
重庆城市管理职业学院教职工经济适用房工程深基坑支护及人工挖孔桩专项施工方案6.4.4.4钢筋成品应分工程、分构件，按号码顺序堆放在一起，不得将几项工程的钢筋重叠堆放在一处；同一项工程与同构件成品钢筋应挂牌分类堆放在一起。6.4.4.5预埋件焊好后，应按用途规格、品种和数量分开堆放。6.4.4.6挂牌上应注明构件名称、部位、钢筋形式、尺寸、钢尺、直径和根数。6.4.4.7所有钢筋焊接连接均先进行试焊，送试验室检测结果合格，监理认可并同意后进行正式施焊，确保焊接质量。6.5工程档案管理6.5.1工程档案管理的责任者是项目部技术内业。工程档案资料实行谁施工谁填写，然后移交给内业。技术内业专职负责工程档案的收集、整理、立卷、归档工作。工程档案的管理与工程相适应并实行全过程管理。在技术交底时，具体交待单位工程在不同阶段需编制的工程技术资料，实行跟踪管理。6.5.2项目实行科学管理。设微机（电脑）系统一套，施工过程中采用一台摄像机，一台照像机进行工序图像管理。保证工程档案资料的及时、真实、完整、正确。
6.5.3声像资料管理。从工程开工前原始地貌到整个施工过程各阶段至工程完工后建筑物的正、侧、背立面、俯视、内装饰装修的摄像、拍摄照片的工作及分类归档管理，由专职人员担任此项工作。6.5.4工程完工时，技术内业必须对所有档案资料（包括声像资料）进行全面认真的清理、复查、审核、确保工程档案齐全完整，按市档案馆要求，然后装订成册。先后由工程技术负责人、总工程师审查并签注意见和署名。然后报送公司相关部门审定，随后请城建档案馆验收，确保工程档案齐全完整，符合要求。经验收合格的工程档案一式三份，其中送建设单位自存一份，档案馆一份，公司档案室存档一份31八方建设集团有限公司
重庆城市管理职业学院教职工经济适用房工程深基坑支护及人工挖孔桩专项施工方案。按时向质监站提供工程竣工验收备案资料。7、工期保证措施7.1组织保证措施7.1.1工序穿插保证科学合理安排各项工程的施工顺序，缩短平行交叉作业的流水间距，加快工程进度，编制分项工程详细的网络施工计划，以确保工期。每周召开一次有业主、监理工程师、指定分包单位参加的施工协调会，调整各工序间的穿插配合，解决影响工程进度的因素和矛盾。每天下班前召集施工员、班组长会，布置当天夜间和第二天工作任务，检查当天进度计划实施情况，调查工作实施难点并及时解决。为加快进度，缩短工期，合理组织各班组人员进行施工，抓晴天，抢雨天，促使工程进度的完成。7.1.2人力组织保证本工程基础工期紧，从一开始拟实行两班工作制，连续作业，公司从管理人员、劳动力、机具设备、材料物资等各个方面全力以赴保证工程的顺利进行。所有进场施工队伍和人员精心挑选一流的施工队伍，充分发挥全国先进施工企业技术力量雄厚，机械化程度高，生产效率高，质量好的优势，确保工期按时按质完成。对工人班组采取分项定合同的形式，定质量和进度要求，对按期完成的有奖，质量上采取优质优价，每月由现场质检员考核，完不成任务的必须受罚，水平低的班组要及时清理退场。在农忙季节为保证本工程有足够的劳力，首先应统筹计划，合理安排，错开农忙假时间，如确实无法错开时，对农工实行高工资使用，保证施工现场有足够的劳动力。31八方建设集团有限公司
重庆城市管理职业学院教职工经济适用房工程深基坑支护及人工挖孔桩专项施工方案在各关键工序中组建青年突击队，突击队由技术骨干负责，充分发挥青年人有干劲、有冲劲、能吃苦耐劳的精神，确保关键线路的工期，满足总进度需求。7.2物资、设备保证模板、架料等周转材料，机具设备，公司保证首先满足本工程使用。对于远地物资和紧缺物资，提前采购、按时入场。施工机械随时维修及保养。同时配足常用维修零件，施工机械配置方案中已考虑备用，全力以赴保证供应。7.3资金保证本工程款项建立专款专用制度，确保资金用于本工程。充分发挥公司资金优势，由公司负责本工程生产资金的组织调配，对本工程制定有关优惠政策。7.4技术保证7.4.1合理使用砼外加剂，提高砼早期强度，为下道工序创造提前插入时间。7.4.2详细阅读设计图纸，避免在施工中出现错误，关键部位的技术问题主动与业主、监理工程师、设计人联系解决，避免返工，影响进度。7.4.3充分发挥高科技电脑优势，在施工中对工期进行计算机动态、网络跟踪管理，这样就可以在工期将发生滞后时预先发现并解决问题，关键线路上决不允许工程滞后一天，确保工程按期完成。8.保证安全文明施工措施8.1组织措施保证建立健全安全生产组织，成立以项目部经理吴科为组长的安全生产领导小组，本工程设安全部门主持日常安全检查和监督指导工作。集团公司生产安全部派一名专人指导、督促安全生产工作。项目工程部建立以安全科为首的、工人班组长、施工员、基层工会小组，青年安全监督岗的安全保证体系，形成“专管成线，群管成网”31八方建设集团有限公司
重庆城市管理职业学院教职工经济适用房工程深基坑支护及人工挖孔桩专项施工方案的安全管理网络保证体系。8.2安全防护措施施工现场的坑、井、沟等部位，必须按建设部JGJ59-99标准设置；用不低于1.2m的上下两根双层的黑黄相间的防护栏杆围护，夜间设红灯示警。认真贯彻执行施工现场“安全三宝”规定。8.2.1进入施工现场必须戴好安全帽。8.2.2悬空作业必须栓挂好安全带。8.2.3挖孔桩、深基坑以及临空边沿处均严格按照有关规定要求搭设防护栏杆，必要时挂安全立网防护。8.3加强用电管理8.3.1严格执行建设部JGJ46-2005《施工现场临时用电安全技术规范》现场使用的动力线、照明线路的架设要符合架设要求，在基础施工前，形成“三相五线制”供电线路，三级配电二级保护，并编制专门的临时用电方案，确保用电安全。具体详《施工临时用电方案》。8.3.2电器设备和线路绝缘必须良好，维修电工要经常检查，防止漏电伤人。8.3.3电工检修电气设备时线路先断电源，非电工严禁操作。8.3.4使用电钻等手持电动工具应戴上绝缘手套。8.3.5塔吊必须作好防雷设施并符合防雷要求。8.3.6夜间施工必须有电工值班，照明要满足施工要求。8.3.7严禁动照混用，必须“一机一闸、一漏一箱”，并按规范规定搭配保险丝。8.4环境和职业健康安全运行控制由生产安全部归口负责管理、实施监督控制，由技术质量部、生产安全部、公司办公室以及各分支机构、项目部等按照公司质量、环境、职业健康安全《一体化管理手册》规定的程序和作业文件具体实施。31八方建设集团有限公司
重庆城市管理职业学院教职工经济适用房工程深基坑支护及人工挖孔桩专项施工方案9.季节性施工技术措施9.1雨季施工措施9.1.1做好基础周围的挡护工作，开挖有组织排水明沟，防止槽坑外雨水向基槽内汇流，另外，还要作好基础集水井的排放工作，在基础工程施工前，形成施工现场有一个完整的临时排水系统。9.1.2由技术内业人员负责收集三天内的天气预报，浇砼要避开大雨和中雨天气，若砼量大要在浇灌前与气象台联系。9.1.3浇砼前，随时准备好防雨材料，如塑料薄膜、彩条塑料布等，如遇零星小雨或毛毛细雨等可及时遮盖砼。9.1.4现场的雨水，施工污水等要有组织经沉淀后排入下水道，防止污染环境和影响施工。9.1.5现场使用的塔吊，机具设备要有防雷措施。9.1.6各种建筑材料要有相应的保管措施，如钢材堆放必须底部架空，防止被水浸泡生锈，水泥、木材、库房必须考虑可靠的防雨防潮措施等。9.1.7施工人员要进行雨天安全施工教育，并有雨天防雨、防滑、防雷、防漏电等安全保护措施。9.2夏季高温季节施工措施由于本工程基础施工在春季可完成，故夏季高温季节施工措施工作不予考虑。10.防止噪音及保护环境卫生措施严格执行《重庆市建筑工地文明施工标准》，在保护环境卫生和防止噪音方面采取如下措施：10.1施工区域设置吸烟室，室内放置盛水的铁桶。10.2严格在施工现场焚浇油毡、橡胶、塑料、皮革、树叶、枯草等会产生有毒、有害烟尘和恶臭气体的物质。10.3垃圾处理：施工垃圾、生活垃圾设专人收集集中堆放31八方建设集团有限公司
重庆城市管理职业学院教职工经济适用房工程深基坑支护及人工挖孔桩专项施工方案，用车运往垃圾场处置。设此专人的职责是：办公室、施工临设周围清洁卫生，厕所的卫生打扫及消毒、垃圾收集，施工场地内外防火执勤等。10.4设专人负责对驶出施工现场的车辆车轮进行清洗并检查装载物（土石、垃圾等）是否稳妥，还负责施工现场出入口的清洁卫生，以免污染环境和行人通行。10.5为防止噪音不扰市民休息，加快工程施工进度，我们使用低噪音的砼振动棒，并尽力控制噪音较大的工作时间为晨7时至晚10时。10.6必须夜间浇注砼施工时在环保部门及时办理夜间施工许可证，尽量夜间只施工到10：00，保证周边居民正常休息。10.7施工用燃料首选天然气，无天然气选用液化罐、液化灶或无烟煤，并采用节能灶。10.8所有施工人员必须着装整洁，文明用语，礼貌待人。2007年11月20日精品文档————————————————————————————————————————————————————————————————————————————————————————————————————————————————精品文档精品资料精品文档——————————————————————————————————————————————————————————————————————————————————————————————————————————————-———精品资料31八方建设集团有限公司
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