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壹品峰境4#、6#楼工程humanhuman


"0技术交底第25页共26页 壹品峰境4#、6#楼工程潗
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壹品峰境4#、6#楼工程地下室定位点竖向投测后进行引测，将基准点定在予埋钢板上，并做好保护。高程引入根据建设单位提供的基准点，引入楼内并与地下室引测标高进行复核，无误后，在楼内和楼外固定点做好标记。2、测量仪器选择序号仪器名称规格、型号及精度单位数量备注1经纬仪ET-02台1测量仪器均应进行校验，并确保在有效期内2铅垂仪DZJ2台13水准仪DS3台14钢尺50m把15塔尺5m把13、测量仪器的管理：测量仪器由测量员专人负责，仪器的使用、检修等按要求建立台帐。4、轴线传递及高程引测：1）、施工测量平面控制网的测设本工程施工场地不大，考虑该工程的实际情况，对本工程的整体采用铅锤仪进行内控法。布网原则：先整体，后局部，先控制、后细部，高精度控制低精度；控制点选在拘束度不大、安全、易保护的位置，通视条件良好，分布均匀。控制点应根据划分施工段及施工工序进行布点，具体布点详见“测量放线轴网定位图”。控制点4号楼在20层、10层；B座在10层重新定点，以避免铅锤仪竖向投测误差较大。当控制轴线投测至施工层后，应组成闭合图形，校测合格后，再测设细部轴线，然后据此测设、柱、梁、门窗洞口等边线，其允许误差见下表：项目允许误差（mm）外廓主轴线长度（L）±10细部轴线±2梁、柱边线±3非承重边线±3门窗洞口线±3技术交底第25页共26页 壹品峰境4#、6#楼工程施工层放线：放线前应在平面上校核轴线，闭合后测设细部轴线，后以此为准测量、柱、梁、洞口的边线，各部位放线的允许误差为：项目精度项目精度主轴线±10mm柱边线+3mm细部放线±2mm门窗洞口线+3mm2）、高程控制网布设（1）高程控制网起始依据高程控制网依据业主提供场区内高程控制基点测设。高程控制网的布设。为了便于施测及校核，沿建筑物每边布设3个控制点，每点之间水准视线长度差在10m以内。标明水准控制点的编号，并在旁侧用红色油漆注明相对标高。（2）高程控制网的精度等级及测量方法。根据《工程施工测量规范》，标高控制网拟采用四等水准测量方法测定。水准点的观测工作在水准点埋设后两周进行。（3）标高竖向传递标高竖向传递采用50米钢尺，加尺长、温度、拉力三项修正，每层均需交圈闭合检查，误差不得超过5mm。a、工程主体结构施工时，保证传递到施工楼层的标高点不少于3个，以便进行互相校核。b、标高传递的允许误差：层间±3mm以内；总高±10mm以内。c、各层标高的传递起始点均以首层100cm控制线为准（在中间部位进行转点），以防止层间误差的积累，标高传递时采用钢尺沿铅直方向向上量至施工层。钢尺丈量时应考虑各项改正数。5、结构柱施工测量a、柱钢筋绑扎完毕后，在竖向主筋上测设标高点，用油漆标注，作为支模和浇筑混凝土的依据。测法和误差应符合上述施工层抄平的规定。b、支模后，用经纬仪校核模板垂直度，校核时用经纬仪在相互垂直的两轴线上同时测量。c、根据控制轴线位置放样出柱子的位置、尺寸线，用于检查柱钢筋位置，及时纠偏，以利于模板就位。再在其周围放出模板线300mm控制线。放双线控制以保证柱截面尺寸及位置。技术交底第25页共26页 壹品峰境4#、6#楼工程6、梁、板的放样待柱拆模后，进行高程传递，用水准仪引测，在柱上用墨线弹出每层+0.500m线，不得漏弹，再根据此线向上引测出梁、板底模板100mm控制线。7、楼梯踏步的放样根据楼梯踏步的设计尺寸，在实际位置两边的上用墨线弹出，并弹出两条梯角平行线，以便纠偏。四、主体分部工程施工方案（一）、钢筋分项工程：1、选用的材料及施工质量要求：1.1材料及主要机具：1.1.1钢筋：应有出厂合格证、按规定作力学性能复试。当加工过程中发生脆断等特殊情况，还需作化学成分检验。钢筋应无老锈及油污。1.1.2.成型钢筋：必须符合配料单的规格、尺寸、形状、数量，并应有加工出厂合格证。1.1.3.铁丝：可采用20～22号铁丝（火烧丝）或镀锌铁丝。铁丝切断长度要满足使用要求。1.1.4.垫块：用水泥砂浆制成，50㎜见方，厚度同保护层，垫块内预埋20～22号火烧丝。或用塑料卡、拉筋、支撑筋。1.1.5.主要机具：钢筋钩子、撬棍、扳子、绑扎架、钢丝刷子、手推车、粉笔、尺子等。1.2施工的质量要求：1.2.1钢筋的品种和质量必须符合设计要求和有关标准的规定。1.2.2钢筋的表面必须清洁。带有颗粒状或片状老锈，经除锈后仍留有麻点的钢筋，严禁按原规格使用。钢筋表面应保持清洁。1.2.技术交底第25页共26页 壹品峰境4#、6#楼工程3钢筋规格、形状、尺寸、数量、锚固长度、接头位置，必须符合设计要求和施工规范的规定。1.2.4钢筋对焊接头的机械性能结果，必须符合钢筋焊接及验收的专门规定。1.2.5缺扣、松扣的数量不得超过绑扣数的10%，且不应集中。1.2.6弯钩的朝向应正确，绑扎接头应符合施工规范规定，搭接长度不小于规定值。1.2.7箍筋的间距数量应符合设计要求，有抗震要求时，弯钩角度为135，弯钩平直长度为10d。1.2.8钢筋对焊接头，Ⅰ、Ⅱ钢筋无烧伤和横向裂纹，焊包均匀。对焊接头处弯折不大于4°，对焊接头处钢筋轴线的偏移不大于0.1d，且不大于2㎜。1.2.9允许偏差项目项目允许偏差（mm）检查方法网的长度、宽度±10尺量检查网眼尺寸±20尺量连续三档，取其最大值骨架的宽度、高度±5尺量检查骨架的长度±10受力钢筋间距±10尺量两端、中间各一点，取其最大值排距±5绑扎箍筋、构造筋间距±20尺量连续三档，取其最大值钢筋弯起点位移20尺量检查焊接预埋件中心线位移5水平高差＋30受力钢筋保护层梁、柱±5墙、板±32、施工方案或方法:2.1绑柱子钢筋：2.1.1工艺流程：套柱箍筋→连接框架柱、暗柱竖向受力筋→画箍筋间距线→绑暗柱箍筋2.1.2套柱箍筋：按图纸要求间距，计技术交底第25页共26页 壹品峰境4#、6#楼工程算好每根暗柱箍筋数量，先将箍筋套在下层伸出的钢筋上，然后连接暗柱主钢筋。2.1.3画箍筋间距线：在立好的柱子竖向钢筋上，按图纸要求用粉笔画箍筋间距线。2.1.4柱箍筋绑扎：2.1.4.1按已划好的箍筋位置线，将已套好的箍筋往上移动，由上往下绑扎，宜采用缠扣绑扎。2.1.4.2箍筋与主筋要垂直，箍筋转角处与主筋交点均要绑扎，主筋与箍筋非转角部分的相交点成梅花交错绑扎。2.1.4.3箍筋的弯钩叠合处应沿柱子竖筋交错布置，并绑扎牢固。2.1.4.4柱箍筋端头应弯成135°，平直部分长度不小于10d（d为箍筋直径）。2.1.5如设计要求箍筋设拉筋时，拉筋应钩住箍筋。2.1.6柱筋保护层厚度应符合规范要求，主筋外皮为25㎜，垫块应绑在柱竖筋外皮上，间距一般1000㎜，（或用塑料卡卡在外筋上）以保证主筋保护层厚度准确。当柱截面尺寸有变化时，柱筋应在板内弯折或者按照规范打折，弯后的尺寸要符合设计要求。2.2梁钢筋绑扎：2.2.1工艺流程：模内绑扎：画主次梁箍筋间距→放主次梁箍筋→穿主梁底层纵筋及弯起筋→穿次梁底筋并与箍筋固定→穿主梁上层纵向架立筋→按箍筋间距绑扎→穿次梁上层纵向钢筋→按箍筋间距绑扎模外绑扎（先在梁模板上口绑扎成型后再入模内）：画箍筋间距→在主次梁模板上口铺横杆数根→在横杆上面画放箍筋→穿主梁下层纵筋→穿次梁下层钢筋→穿主梁上层钢筋→按箍筋间距绑扎→穿次梁上层钢筋→按箍筋间距绑扎→抽出横杆落骨架于模板内2.2.2在梁侧模板上画出箍筋间距，摆放箍筋。2.2.3先穿主梁的下部纵向受力钢筋及弯起钢筋，将箍筋按以画好的间距逐个分开；穿次梁的下部纵向受力钢筋，并套好箍筋；放主次梁的架立筋；隔一定间距将架立筋与箍筋绑扎牢固，主次梁同时配合进行。2.2.4绑连梁、梁上部纵向钢筋的箍筋，宜用套扣法绑扎。2.3板钢筋绑扎：技术交底第25页共26页 壹品峰境4#、6#楼工程2.3.1工艺流程：清理模板→模板上画线→绑板下受力钢筋→绑负弯矩钢筋2.3.2清理模板上面的杂物，用粉笔在模板上划好主筋、分布筋间距。2.3.3按划好的间距，先摆放受力主筋、后放分布筋。预埋件、电线管、预留孔等及时配合安装。2.3.4绑扎板钢筋时一般用顺扣或八字扣，除3外围两根筋的相交点应全部绑扎外，其余各点可交错绑扎（双向板相交点须全部绑扎）。如板为双层钢筋，两层钢筋之间须加钢筋马凳，以保证上部钢筋的位置。负弯矩钢筋的每个相交点均要绑扎。2.3.5在钢筋的下面垫好砂浆垫块，间距1.5m。垫块的厚度等于保护层厚度，应满足设计要求，如设计无要求时，板的保护层厚度应为15㎜钢筋搭接长度与搭接位置的要求与前面所述梁相同2.4楼梯钢筋绑扎：2.4.1工艺流程：划位置线→绑主筋→绑分布筋→绑踏步筋2.4.2在楼梯底板上划主筋和分布筋的位置线。2.4.3根据设计图纸中主筋、分布筋的方向，先绑扎主筋后绑扎分布筋，每个交点均应绑扎。如有楼梯梁时，先绑梁后绑板筋。板筋要锚固到梁内。2.4.4底板筋绑完，待踏步模板吊绑支好后，再绑扎踏步钢筋。主筋接头数量和位置均要符合施工规范的规定。3、技术措施：3.1浇筑混凝土前检查钢筋位置是否正确，振捣混凝土时防止碰动钢筋，浇完混凝土后立即修整甩筋的位置，防止柱筋、墙筋位移。3.2箍筋末端应弯成135°，平直部分长度为10d。3.3连梁、梁主筋进支座长度要符合设计要求。3.4板的弯起钢筋和负弯矩钢筋位置应准确，施工时不应踩到下面。3.5绑板的钢筋时用尺杆划线，绑扎时随时找正调直，防止板筋不顺直，位置不准。3.6绑竖向受力筋时要吊正，搭接部位绑三个扣，绑扣不能用同一方向的顺扣。层高超过4m时，搭架子进行绑扎，并采取措施固定钢筋，防止柱、墙钢筋骨架不垂直。3技术交底第25页共26页 壹品峰境4#、6#楼工程.7在钢筋配料加工时要注意，端头有对焊接头时，要避开搭接范围，防止绑扎接头内混入对焊接头。4、质量奖罚办法：4.1认真进行工程技术交底、技术复核、隐蔽工程验收制度，确立班组自检→工长检查验收→专职质检员验收→报监理工程师验收，分层验收制度。4.2加强各班组操作过程的管理和控制，按规范质量标准进行自检、互检和交接检。专职质检员做到跟踪班组，检查指导工作。4.3实行全员风险制度，奖优罚劣，并制定相关规章制度。4.4资料整理、归档执行公司《文件资料控制程序》和《质量记录控制程序》，各级管理人员做好相关记录，列出目录表。5、成品保护：5.1暗柱钢筋绑扎后，不准踩踏。5.2楼板的弯起钢筋，负弯矩筋绑好后，不准在上面踩踏行走。浇筑混凝土时派钢筋工专门负责修理，保证负弯矩筋位置的正确性。5.3绑扎钢筋时禁止碰动预埋件及洞口模板。5.4钢模板内面涂隔离剂时不要污染钢筋。5.5安装电线管、暖卫管线或其他设施时，不得任意切断和移动钢筋。6、安全注意事项：6.1安排施工前，必须进行安全交底，按照安全操作的规程及安全规定的要求进行施工。6.2加强日常安全检查力度，对各施工部位进行巡回检查，排除施工不安全隐。6.3进入现场人员必须戴好安全帽，严禁穿拖鞋作业。6.4工地设置专用配电房，内设漏电保护器，所有电均采用三相五线制，设备均设置接零装置，埋地内部分用聚氯乙烯塑料软管。7、文明施工要求：7.1在明显的地方设置工程概况牌，现场管理制度标牌。7.2施工管理人员进入现场要佩带好工作牌。7.3保持施工现场厂容整洁、干净，施工道路通畅，路面不积水，有明沟及积水池。8、职业与环境安全管理措施：8.1钢筋闪光焊接时应注意火花伤人。技术交底第25页共26页 壹品峰境4#、6#楼工程8.2费钢筋等应及时归堆，分类堆放。（二）、模板工程：1、模板及支撑体系：本工程单层建筑面积较小，为确保工程工期、质量，并合理利用材料，故模板系统采用如下材料：a、模板：基础筏板、墙柱、梁、板均采用12mm厚915×1830mm多层板，60×80mm方木和5号槽钢。顶板、梁模板需配置三层材料周转使用。e、支撑系统：楼板模板支撑选用Φ48×3.5mm钢管，脚手架配可调节螺杆，立杆间距0.8～1.0mm，水平杆间距1.6～1.8m，扫地杆距地300mm。（以上立杆及水平杆间距根据楼层情况及验算具体确定）。2、材料要求：2.1、面板采用厚度为12mm的镜面多层板，要求边角整齐、表面光滑、防水耐磨、耐酸碱、易于脱模，不得有脱胶空鼓。2.2、模板骨架、支撑架、操作平台、上门卡具等采用的型钢材质为Q235，所有的型钢加工前应作冷调直。2.3、镜面多层板、组合钢模板采用M14螺杆加固。调整螺栓、穿墙螺栓采用优质碳素钢加工。穿墙螺栓套管采用硬质UPVC塑料管，内径为16mm。吊环采用未经冷拉的I级钢筋加工。2.4、脱模剂：采用优质机油、水性脱模剂。3、作业条件3.1、根据工程施工图及现场条件合理划分流水段，进行配板设计，绘制模板组装平面图，逐一编号，注明拆翻吊装顺序。3.2、备齐各种材料及附件，按照设计图进行加工，经检查验收后进行试安装。3.3、模板运进现场，堆放在塔吊工作半径的范围之内，并分规格码放整齐。3.4、弹好墙身线、门窗洞、位置线及标高线。检查墙体钢筋及各种预埋件，签验隐蔽工程相关资料。3.5、在墙身线外侧测出模板底标高，要求模板底部必须平整，局部可用水泥砂浆进行找平。3.6、模板的板面清净并涂刷脱模剂。4、施工方法及要求4.1、施工方案：技术交底第25页共26页 壹品峰境4#、6#楼工程4.1.1、墙柱模板（1）、剪力墙模板采用12厚多层板配置，5号槽钢加固。地下室外墙采用Φ14止水螺杆；内墙用Φ14穿墙螺杆，并配UPVC套管，要求套管材质坚硬，确保螺杆能抽出并周转使用。临空墙严禁穿套管。（2）、墙体顶板模板一次配置成型，混凝土墙柱、顶板一同浇筑，利用模板的最上一排穿墙栓孔浇注上层墙体混凝土。（3）、检查模板安装的定为基准线，按线固定定位筋，定位筋长度为墙宽减少5mm。（4）、拼装单面模板并穿对拉螺栓，按线就位后加设模板撑筋，进行另一侧模板的安装，并进行加固。核查下口尺寸，拉线检查模板上口平直，调整螺栓吊垂直，加固并与满堂架固定。（5）、模板安装完成后检查螺栓、扣件是否紧固，模板拼缝是否严密，门洞口的模板支撑是否牢靠等。（6）、采用对拉螺栓的间距详见计算书。（7）、楼梯滞后一层浇注砼，TL预留梁口，梯板钢筋先预埋，后焊接或绑扎。（8）、空调板及凸窗板随剪力墙一同施工。4.1.2、梁、板模板（1）、主梁、次梁、顶板模板采用12mm多层板与60×80方木配置，要求模板加工应统一在木工棚由专人按模板配置方案及模板配置加工图纸进行配料。模板锯板时，应选用合金锯片，直径为300mm，100齿，最好用带轨道的锯边机；尽量保持锯边垂直。转速4000转/分。新截板或钻孔，应用防水酚醛系列油漆或清漆，将锯边或钻孔涂刷三遍。净面板板面若有划痕、碰伤或其他较轻损伤，应补刷酚醛漆或清漆。方木应两面过刨，对接方木使用前应先检验对接质量，对对接质量较差方木应慎用。（2）、梁侧模板采用Φ48×3.5钢管加固，大梁侧模侧面用斜撑加固，底部加设间距不小于1000mm顶撑。（3）、梁板面板拼缝尽量确保采用硬拼缝。局部可用双面胶条补缝。（4）、梁、板跨度大于等于4m的应按规范要求进行1/1000~3/1000起拱。4.2、施工工艺：4.2.1、安装前的准备工作（1）技术交底第25页共26页 壹品峰境4#、6#楼工程、技术准备：模板进场前应根据工程具体情况，确定模板、方木规格尺寸，并编制模板配置方案，绘制模板配置加工图纸。加强模板、方木合理利用。（2）、进场验收：材料进场前要由技术质量科会同材料管理科及劳务公司共同进行验收，主要检查模板及方木厚度、刚度、平整度和加工精度。（3）、材料堆放：模板、方木进场后或使用后周转下来，应根据现场安排选址分类堆放。堆放时应平整地面并在下部垫木方，模板板面不得与地面接触。长期存贮，要保持模板通风良好，防止日晒雨淋，并定期检查。有条件时，应加盖防水雨布。（4）、材料加工：方木压刨、模板加工应统一在木工棚由专人进行加工。方木使用前应两面进行压刨，过刨尺寸应控制在72mm。模板锯板时，应选用合金锯片，直径为300mm，100齿，最好用带轨道的锯边机；尽量保持锯边垂直。转速4000转/分。如需要不规则的几何形，可用高速手提电锯现场锯板，为防止毛边，锯板和钻孔时，应将下边垫实。（5）、封边补漆：竹胶板出厂前已封边。新截板或钻孔，应用防水酚醛系列油漆或清漆，将锯边或钻孔涂刷三遍。净面板板面若有划痕、碰伤或其他较轻损伤，应补刷酚醛漆或清漆。4.2.2、模板安装施工工艺（1）、梁模板安装工艺流程：　弹线并复核　→　搭设梁模支架　→　安装梁底楞或梁卡具　→　安装梁底模板梁底起拱　→　绑扎钢筋　→　安装梁侧模　→　安装梁另一侧模　→　安装上下锁口楞、斜撑楞及腰楞和对拉螺栓　→　复核梁模尺寸、位置　→　与相邻模板连固（2）、梁模板安装施工注意事项①、在支柱上调整预留梁底模板的厚度，符合设计要求后，拉线安装梁底模板并找直，底模上应拼上连接角模。②、在底模上绑扎钢筋，经验收合格后，清除杂物，安装梁侧模板，将两侧模板与底板连接角模用U型卡连接。用梁卡具或安装上下锁口楞及外竖楞，并附以斜撑，当梁高超过600mm时，须加腰楞，并穿对拉螺栓加固。测梁模上口要拉线找直，用定型夹子固定。③、复核检查梁模尺寸，并连接牢固，与板模拼接固定，接缝严密。（3）、楼板模板安装工艺流程：　搭设支架→安装横纵钢（木）楞→调整楼板下皮标高及起拱→铺设模板块→检查模板上皮标高、平整度（4）、楼板模板安装施工注意事项①技术交底第25页共26页 壹品峰境4#、6#楼工程、支架搭设完毕后，要认真检查板下钢（木）楞与支柱连接及支架安装的牢固与稳定，根据给定的水平线，认真调节至模翼托的高度，将钢（木）楞找平。②、对于不够整模数的模板和窄条缝应补齐，模板拼缝处用双面胶带粘接。③、平模铺设完毕后，用靠尺、塞尺和水准仪检查平整度与楼板底标高，并进行校正。4.2.2.3、模板拆除施工工艺（1）、工艺流程拆除支架部分水平拉杆→拆除梁连接件及侧模板→下调楼板模板支柱顶翼托螺旋2~3cm，使模板下降→分选分片拆除楼板模板、钢（木）楞及支柱→拆除梁底模板及支撑系统（2）、梁、楼板模板拆除施工注意事项①、梁、板底模拆除应严格按GB50204-2002混凝土质量验收规范第4.3条执行，对悬挑构件和跨度大于8米的梁、板结构应在混凝土抗压强度标准值≥100时方可拆除。②、顶板模板拆除时注意保护顶板模板，不能硬撬模板接缝处，以防损坏竹胶板。拆除的竹胶板、龙骨及脚手架要码放整齐，并注意不要集中堆料。拆掉的钉子要回收再利用，在作业面清理干净，以防扎脚伤人。4.3、构造要求：4.3.1、模板支架的构造要求：a.梁板模板高支撑架可以根据设计荷载采用单立杆或双立杆；b.立杆之间必须按步距满设双向水平杆，确保两方向足够的设计刚度；c.梁和楼板荷载相差较大时，可以采用不同的立杆间距，但只宜在一个方向变距、而另一个方向不变。4.3.2、立杆步距的设计：a.当架体构造荷载在立杆不同高度轴力变化不大时，可以采用等步距设置；b.当中部有加强层或支架很高，轴力沿高度分布变化较大，可采用下小上大的变步距设置，但变化不要过多；c.高支撑架步距以0.9--1.5m为宜，不宜超过1.5m。4.3.3、整体性构造层的设计：a.当支撑架高度≥20m或横向高宽比≥6时，需要设置整体性单或双水平加强层；b.单水平加强层可以每4--6米沿水平结构层设置水平斜杆或剪刀撑，且须与立杆连接，设置斜杆层数要大于水平框格总数的1/3；技术交底第25页共26页 壹品峰境4#、6#楼工程c.双水平加强层在支撑架的顶部和中部每隔10--15m设置，四周和中部每10--15m设竖向斜杆，使其具有较大刚度和变形约束的空间结构层；d.在任何情况下，高支撑架的顶部和底部（扫地杆的设置层）必须设水平加强层。4.3.4、剪刀撑的设计：a.沿支架四周外立面应满足立面满设剪刀撑；b.中部可根据需要并依构架框格的大小，每隔10--15m设置。4.3.5、顶部支撑点的设计：a.最好在立杆顶部设置支托板，其距离支架顶层横杆的高度不宜大于400mm；b.顶部支撑点位于顶层横杆时，应靠近立杆，且不宜大于200mm；c.支撑横杆与立杆的连接扣件应进行抗滑验算，当设计荷载N≤12kN时，可用双扣件；大于12kN时应用顶托方式。4.3.6、支撑架搭设的要求：a.严格按照设计尺寸搭设，立杆和水平杆的接头均应错开在不同的框格层中设置；b.确保立杆的垂直偏差和横杆的水平偏差小于《扣件架规范》的要求；c.确保每个扣件和钢管的质量是满足要求的，每个扣件的拧紧力矩都要控制在45-60N.m，钢管不能选用已经长期使用发生变形的；d.地基支座的设计要满足承载力的要求。4.3.7、施工使用的要求：a.精心设计混凝土浇筑方案，确保模板支架施工过程中均衡受载，最好采用由中部向两边扩展的浇筑方式；b.严格控制实际施工荷载不超过设计荷载，对出现的超过最大荷载要有相应的控制措施，钢筋等材料不能在支架上方堆放；c.浇筑过程中，派人检查支架和支承情况，发现下沉、松动和变形情况及时解决。5、成品保护措施在大模板结构施工中，水电安装工程及时插入，积极配合，有利于保证工程质量，避免结构完工后的剔凿修补。5.1、技术交底第25页共26页 壹品峰境4#、6#楼工程每段墙体钢筋绑扎完毕后，电工即将电线管、闸门盒、电箱与钢筋网片绑扎或焊接固定。由闸箱位置与钢筋网有矛盾时，可将影响闸箱安装的钢筋去掉，待安装好闸箱后，再绑扎附加筋，然后支模板。为配合混凝土的清水施工，由闸箱，闸门盒应高出墙筋一个保护层厚度即与大模板紧贴，从而做到了墙体线盒一次到位。在浇筑混凝土时，要专设电工在现场看守，发现预埋管、闸盒位置有松动时及时修理。拆模后，电工要及时检查闸盒；管线位置是否正确，如有移动，可在混凝土强度不高时剔凿修理。5.2、水暖工程中预埋管，预埋件在钢筋网片绑扎完毕后即可进行安装，并与网片固定。由于有些管线是按一定坡度安装的，所以要注意位置和标高的准确性。各种竖向管道最好在结构施工的同时进行安装。5.3、大模板拆除时，禁止用大锤砸，禁止用撬杠撬动大模板上口，防止损坏模板。5.4、大模板拆下后，应立即清除粘附的水泥浆，将模板清理干净。支撑架调整螺栓、穿墙螺栓，上口卡具等进行清理保养。5.5、大模板吊装时，应注意防止碰撞已浇筑墙体。5.6、拆模后对墙体混凝土浇水养护。6、环境、职业健康安全保证措施6.1、安全措施6.1.1、模板存放要求选择场地平整、坚实，四周设1.2m高围栏防护。6.1.2、大模板安装完毕后应进行串联，并与地面有效连接，防止机电设备漏电伤人。6.1.3、存放大模板应随时将自稳角调好，面对面放置防止倾倒。6.1.4、模板起吊前，应将吊钩位置调整至模板正上方，做到稳起稳落，就位准确，禁止人力搬运大模板，严禁模板大幅度摆动或碰撞其它物体。　6.1.5、模板及其支撑系统在安装过程中，设置临时固定设施，严防倾倒。6.1.6、五级以上大风，应禁止模板作业。6.1.7、模板要在远离电线且平整的地方放置。6.1.8、模板及挂架平台起吊前必须把平台上的各种物料清除干净，先系好吊车吊钩，再松开过挂钩螺栓的螺母，并认真检查是否全部松开，确认无误后方可起吊，起吊时外挂架平台上严禁站人。6.2、环境、职业健康措施6.2.1、模板的安装、拆除应避免噪声的排放。6.2.2、预留梁口的泡沫板应集中加工、堆放。垃圾应及时清理，集中堆放。6.2.3、设备运行和特种作业人员持证上岗符合国家要求，特殊工种作业人员持证上岗率100％，机械设备运行许可率100％。制定职业病预防措施，确保员工身心健康。6.2.4、环保与文明施工夜间22:00～6:00技术交底第25页共26页 壹品峰境4#、6#楼工程之间现场停止模板加工和其他模板作业。现场模板加工垃圾及时清理，并存放进指定垃圾站。做到工完场清。整个模板堆放场地与施工现场要达到整齐有序、干净无污染、低噪声、低扬尘、低能耗的整体效果。（三）、混凝土工程：1、选用的材料：本工程混凝土采用咸阳鑫港商品混凝土有限公司提供商品混凝土，要求商混厂家必须供应合格产品，使用前应提供相应的质保资料。原材料要求：粗骨料选用黑河卵石，渭河砂，水泥采用冀东水泥，原材料各项指标应满足规范要求。输送用一台HBT60型柴油泵。2、作业条件：2.1、组织所有的混凝土施工人员和操作者进行培训，并做好书面的技术、质量、安全等交底。2.2、上道工序自检合格，并报监理验收。钢筋工程必须同监理、甲方一起隐蔽验收，并签署混凝土浇灌申请书。2.3、吊绑模板要支好，搭好施工通道，做好清理工作。2.4、做好施工缝的堵挡工作。2.5、现场规划合理，交通畅通。在混凝土浇注前应清理场内闲杂车辆及人员，在进出场口设置交通协调人员，负责协调罐车的进、出场以及罐车与社会车辆关系。浇筑场内设置交通指挥人员，负责指挥进场罐车的走向，调车、停车，以防出现窝泵，抢泵的情况。2.6、覆盖混凝土所需的塑料膜及棉粘等所需材料应提前进场，并保证足够的数量。3、施工方案及操作工艺：泵送混凝土的施工3.1、施工工艺流程商品混凝土塌落度测试→混凝土运输→布料（坍落度测定，试块制作）→混凝土浇筑、振捣→泵和输送管的清洗、拆除3.2、混凝土泵送机械①混凝土进场运输使用混凝土搅拌运输车。施工中根据选定商品混凝土厂家与现场之间距离和车型确定车次。保证主体施工期间供应量40m3／h。②根据本工程场地设计情况，设置一台活动布料机，一技术交底第25页共26页 壹品峰境4#、6#楼工程台HBT80型混凝土泵（一台为地泵，一台为备用拖泵）。3.3、输送管道的敷设主体外的输送管道用扣件式钢管支撑并固定；操作面的管道利用制作的钢筋支架固定。本工程输送管道采用DN125型，垂直管道采用在楼层钢筋混凝土边梁上预埋铁件，然后用角铁焊接固定输送管。在楼面，输送管需搭支架及马道布置，而不能直接放在楼面上。3.4、输送管的楼层布置布置水平管或向下的垂直管的先后顺序与混凝土浇筑方向相反。3.5、混凝土的布料采用RVM10—125型移置式混凝土布料杆，最大工作幅度为9.5m，有效作业面积300m2。使用方法是：用塔吊将混凝土布料杆随楼层和浇筑段升运与转移，先将它安放在支撑稳固的待浇筑楼板的模板平面上，一端与泵送混凝土输送管道接通，另一端接软管，由人力推动作水平布料。3.6、混凝土的泵送泵送前，应先开机用水润湿整个管道内壁，然后送入水泥浆，使输送管壁处于充分滑润状态。泵送开始时，注意观察混凝土泵的液压表和各部位工作状态，泵送应连续进行，当发生供应脱节不能连续泵送时，泵机不能停止工作，应每隔4-5min使泵正、反转两个冲程，把料从管道内抽回重新拌合，再泵入管道，以免管道内拌合料结块或沉淀，同时开动料斗中的搅拌器，搅拌3-4转，防止混凝土离析。当泵送停歇超过45min或混凝土离析时，立即用压力排除管道内的混凝土，经清洗干净后重新泵送。在泵送混凝土时，要使料斗内持续保持一定量的混凝土(20cm厚以上)，以免吸入空气，使转换开关阀间混凝土逆流形成堵塞。在泵送时，每2h换一次水洗槽，并检查泵缸的行程，发现有变化及时调整，泵送时，随时观察泵送效果，若喷出混凝土象一根柔软的柱子，直径微微放粗，石子不露出，更不散开，说明效果很好，若出一半就散开，说明和易性不好，喷到地面时砂浆飞溅严重，说明坍落度应再小些。技术交底第25页共26页 壹品峰境4#、6#楼工程泵送结束后，要及时进行管道清洗，清洗可采用水洗或气洗，也就是分别用压力水或压缩空气推送海绵球或塑料球进行。为便于泵送，混凝土还应掺入适量的泵送剂等外加剂，其掺量视试验而定。泵送混凝土应严格按照配合比施工，坍落度过大，还将导致混凝土浇筑入模后，混凝土表面收水开裂。输送泵接管原则是尽量减少平管长度，尽量少接弯管。3.7、混凝土的浇筑振捣浇筑时搭设操作平台，严禁直接踩踏钢筋，严禁将泵管直接搁在钢筋上。梁板混凝土浇筑前，在柱、墙主筋上用油漆标志并采用短钢筋头焊在梁板上，用水平仪找平，作为控制结构混凝土浇筑的标高控制点。在混凝土板面浇筑后用刮杠刮平，木抹赶正，铁抹压光，最后用棕刷拉细毛。冬期施工浇筑完后盖塑料薄膜加保湿毡养护不小于14天。混凝土浇筑和振捣的一般要求是：边格式排列1.5R1.75R插点排列行列式排列底板混凝土振捣示意图分段分层进行，每层浇筑高度应根据结构部位特点、钢筋疏密而定，一般为振动器作用部分长度的1.25倍，最大不超过50cm。采用插入式振动器振捣应快插慢拔，插点应均匀排列，逐点移动，顺序进行，均匀振实，不得遗漏。移动间距不大于振捣棒的1.5倍，一般为30～40cm。振捣上一层时应插入下层5cm，以消除两层间的接槎；平板振动器的移动距离，要能保证振动器的平板覆盖已振实部分的边缘。浇筑应连续进行，如有间歇应在混凝土初凝前接缝，一般不超过2h，否则应按施工缝处理。技术交底第25页共26页 壹品峰境4#、6#楼工程梁、板混凝土浇筑应顺次梁方向。先将梁的混凝土分层浇筑，用“赶浆法”由梁一端向另一端作成阶梯形向前推进，当起始点的混凝土达到板底位置时，再与板的混凝土一起浇筑。随着阶梯的不断延伸，梁板混凝土连续向前直至完成。与板连成整体的大截面梁，将梁单独浇筑，其施工缝留在板底以下2～3cm处，浇筑时从大截面梁的两端向中间浇筑，浇筑与振捣应紧密配合，第一层下料应先振实后下料，梁底与梁帮部位要充分振实，并避免碰动钢筋。浇筑柱梁交叉处混凝土时，钢筋较密集处，选用小直径振动棒从梁的上部钢筋较稀处插入梁端振捣，必要时，可辅以同强度细石混凝土浇筑，并用人工配合捣固。浇筑楼板时，采用一次抹压工艺，虚铺厚度应略大于板厚，用插入式振动器顺浇筑方向拖拉振捣，并同铁钎检查混凝土厚度，振捣完毕用长木抹子一次压实抹平成型。浇筑悬臂板时应注意不使上部负弯距筋下移，当铺完一层混凝土后，随即将钢筋提至设计位置，再继续浇筑。楼梯混凝土浇筑从楼梯段下部向上浇筑，先振捣板混凝土，到踏步位置时，再与踏步混凝土一起浇筑，不断连续向上推进，并随时用木抹子将踏步上表面压实抹平。施工缝处已浇筑混凝土的抗压强度达到1.2Mpa以上时才允许继续浇筑。在浇筑前应将施工缝混凝土表面凿毛，清除松动石子，用水冲洗干净，继续浇筑混凝土前，先浇一层水泥砂浆，然后振捣浇筑混凝土，仔细振捣密实，使之结合良好。浇筑混凝土时要经常观察模板、钢筋、预留洞孔、预埋铁件等的移动、变形或堵塞情况，发现后立即停止浇筑，并在已浇筑的混凝土结构凝固前修理好。4、技术措施：4.1原材料的要求：4.1.1、水泥：采用散装“冀东牌”水泥，并出具原厂水泥检验报告及复试报告，不得采用其它厂家和水泥。4.1.2、砂子：采用渭河中砂，不得用其他地方砂代替。其中云母和粘土含量≤2%，细度模量在2.7～3.1之间。4.1.3、石子：采用黑河卵石，石子粒径和级配必须符合施工配合经要求。粗骨料选用泾河卵石。高强混凝土配制使用粒径≤2.5cm且质地坚硬、吸水率低的碎石。4.1.4、水：平常饮用水，水中的氯离子含量不得超过国家规定要求。4.1.5、外加剂：用于砼中的外加剂必须有出厂合格证书及复试合格。4.1.6、粉煤灰：采用II级合格粉煤灰。4.2混凝土浇筑前的准备工作4.2.1对施工人员进行技术交底。技术交底第25页共26页 壹品峰境4#、6#楼工程4.2.2检查模板接缝严密及支撑稳固。4.2.3请监理人员对隐蔽部位进行验收，填好隐蔽验收记录。严格执行混凝土浇灌令制度。4.2.4检查混凝土浇筑设备的完好性，铺设混凝土泵管，用钢管搭设混凝土泵架至建筑物后，用钢筋焊接支架架立泵管，泵管弯头处可将其固定牢固。4.2.5填写混凝土施工开盘令，注明所要浇筑混凝土的部位、标号、配合比、方量、浇筑时间。对于本工程强度等级变化的部位（梁板与柱、剪力墙交接处），采用在剪力墙边和柱边500mm处的梁或板上沿45度斜面用5×5mm铁筛网隔开，先浇柱墙高强度等级混凝土；4.3混凝土施工缝留置原则4.3.1、梁板：施工缝留在分段位置，即后浇带边或分段线附近次梁跨中三分之一范围内。4.3.2剪力墙、柱：施工缝留在该层楼板面及上层梁下50mm处；4.3.3楼梯：施工缝应留在楼梯段三分之一的部位，与踏步平行；施工缝的表面应与梁轴线或板面垂直，不得留斜槎。4.4混凝土的养护及拆模4.4.1混凝土的养护采用人工自然养护法。梁板混凝土拆模后浇水并覆盖塑料薄膜；墙柱混凝土拆模后覆盖保湿毡一道并浇水养护。冬季施工平均气温低于5℃时，不能浇水养护。蓄热养护并加盖一层塑料薄膜两层保湿毡，防风、防失水。如气温过低，为防止混凝土被冻坏，给混凝土辅助加热保温，采用温水拌合混凝土，加覆草帘等综合蓄热措施。4.4.2混凝土的保温养护期不应小于14天。4.4.3盛夏高温季节，为防止混凝土的收缩裂缝和暴雨冲刷，柱、墙混凝土采用保湿毡浇湿覆盖；现浇板面用塑料薄膜覆盖。在混凝土浇筑完毕后的12h以内对混凝土加以覆盖和浇水养护，因混凝土中有外加剂掺入，养护时间不少于14昼夜。4.4.4混凝土的拆模：侧模在混凝土强度保证其表面及棱角不因拆除模板而受损坏后可拆除，底模的拆除根据早拆体系中的规定执行。5、质量奖罚措施：技术交底第25页共26页 壹品峰境4#、6#楼工程按项目部有关奖罚办法奖罚。6、成品保护：6.1、混凝土在没有达到一定强度时，不能上人，以免踩坏混凝土表面。6.2、按规范要求拆除模板，避免因拆模过早，引起混凝土表面开裂。6.3、楼梯踏步应采取角钢等护角措施。7、安全注意事项：7.1、浇筑砼时要搭设操作平台，操作人员不得直接站在模板或支撑上操作，以防踩滑跌落。7.2、砼浇筑前，应对振动器进行试运转，振动器操作人员应穿胶靴，带绝缘手套，振动器不能挂在钢筋上，湿手不能接触电源开关。7.3、楼层上的预留孔洞应加设盖板及围栏。7.4、所有操作人员要带好安全帽，夜间施工必须有足够的照明。8、文明施工要求：施工完毕后必须做到工完场清。9、职业与环境安全管理措施：9.1、使用过的费机油等必须按照规定处理。9.2、混凝土施工时，采用噪音较小的环保型振动棒，并采取遮挡措施，防止扰民。9.3、冲洗商品混凝土运输车的污水应进行沉淀、处理后排入市政管网。（四）、填充墙砌体分项工程：1、选用的材料：±0.000以下砌体：外墙采用MU10粘土实心砖，M5.0水泥砂浆砌筑；内墙采用MU10承重空心砖，M7.5水泥砂浆砌筑。±0.000以上砌体：厨卫间等采用MU10承重多孔砖，M7.5混合砂浆砌筑；其他墙体采用MU10非承重空心砖，M7.5混合砂浆砌筑。2、作业条件：2.1、材料均已进场，并经复试合格。2.2、机械设备齐全、完好。2.3、配合比已经试验室确定。技术交底第25页共26页 壹品峰境4#、6#楼工程2.4、室内墙上墨线为结构600线，建筑500线。2.5、墙拉筋已按要求进行植筋。2.6、砌体留洞位置及尺寸与安装图纸核对，并进行明确交底。3、施工方案及方法3.1、墙体放线:砌体施工前，应将基础面或楼层结构面按标高找平，依据砌筑图放出第一皮砌块的轴线、砌体边线和洞口线。3.2、拌制砌筑砂浆：现场采用砂浆搅拌机拌合砂浆，严格按照配合比配制。砂浆配合比用重量比，计量精度为：水泥±2%、砂及掺合料±5%。3.3、砂浆组批原则及取样规定：3.3.1、以同一砂浆强度等级，同一配合比，同种原材料每一楼层或250m3砌体(基础砌体可按一个楼层计)为一个取样单位，每取样单位标准养护试块的留置不得少于一组(每组6块)。3.3.2、干拌砂浆：同强度等级每400t为一验收批，不足400t也按一批计。每批从20个以上的不同部位取等量样品。总质量不少于15kg，分成两份，一份送试，一份备用。3.4、搅拌机投料顺序：砂→水泥→掺合料→水。3.5、砌块排列：按砌块排列图在砌体线范围内分块定尺、画线、排列砌块的方法和要求如下：3.5.1、砌块排列上、下皮应错缝搭砌，搭砌长度为砌块的l/2，不得小于砌块高度的1/3，也不应小于90mm，如果搭错缝长度满足不了规定的搭接要求，应根据砌体构造设计规定采取压砌钢筋网片的措施。3.5.2、外墙转角及纵横墙交接处，应将砌块分皮咬搓，交错搭砌。3.5.3、砌块就位与校正：普通混凝土小型砌块不宜浇水；当天气干燥炎热时，可在砌块上稍加喷水润湿。轻集料混凝土小砌块施工前可洒水，但不宜过多。龄期不足28d及潮湿的小砌块不得进行砌筑。应采用主规格小砌块，小砌块的强度等级应符合设计要求，并应清除砌块表面的杂物后方可吊运就位。砌筑就位应先远后近、先下后上、先外后内；每层开始时，应从转角处或定位砌块处开始；应吊砌一皮、校正一皮，墙皮拉线控制砌体标高和墙面平整度。技术交底第25页共26页 壹品峰境4#、6#楼工程3.5.4、砌筑墙体要同时砌起，不得留斜磋。每天砌筑高度不超过1.8m。3.5.5、转角及交接处同时砌筑，不得留直磋，斜搓水平投影不应小于高度的2/3。4、注意事项：4.1、砂浆应严格按配合比要求进行计量、搅拌，砌筑时砂浆应随拌随使用，混合砂浆应在4小时内使用完，不得使用过夜砂浆；4.2、砖应提前一天进行浇水润湿，并在使用前应进行选砖；4.3、砌砖时必须进行双面挂线，水平灰缝应均匀一致，竖缝应保持垂直，严禁游丁走缝。砖缝应随砌随划缝，划缝深度为8~10mm，深浅一致；4.4、墙体应注意设置墙拉筋，且墙拉筋按要求应设通筋，搭接长度为500mm；4.5、多孔砖砌筑时应下砌3皮标砖，顶部砌斜砖及混凝土三角块，且顶部砌筑应至少在大墙面砌筑7天后再进行。4.6、留槎方法正确，不同类型砖咬槎时可用标砖配合。5、质量要求：项次项目允许偏差（mm）检验方法1轴线位置偏移10用经纬仪或拉线和尺量检查2基础和墙砌体顶面标高±15用水准仪和尺量检查3垂直度每层5用2米拖线板检查全高≤1010用经纬仪或吊线和尺量检查＞10204表面平整度清水墙5用2米靠尺和锲行塞尺检查5水平灰缝平直度清水墙7拉10米线和尺量检查6水泥、灰缝厚度（10皮砖累计数）±8与皮尺杆比较尺量检查7清水墙游丁走缝20吊线和尺量检查，以底层第一皮砖为准8门窗洞口宽度±5尺量检查门口高度+15技术交底第25页共26页 壹品峰境4#、6#楼工程9预留构造柱±10尺量检查10外墙上、下窗口偏移20用经纬仪或吊线检查，以底层窗口为准6、成品保护：6.1、墙拉筋、构造柱钢筋、过梁钢筋及各种预埋件、线盒、线管等，均应注意成品保护，不得任意拆除破坏。6.2、砂浆防止弄脏墙面、地面，应做到工完场清。6.3、砌体材料运输、装卸过程中严禁抛掷和倾倒。进场后，要按品种、规格分别堆放整齐，作好标识，堆放高度不能超过2m。6.4、砌体墙上不得放脚手架排木，防止发生事故。6.5、砌体在墙上支撑圈、过梁模板时，防止撞动最上一皮砖。支完模板后，保持模内清洁，防止掉入砖头、石子、木屑等杂物。6.6、砂浆稠度要适宜，砌砖操作、浇筑过梁、构造柱混凝土时要防止砂浆流淌污染墙面。6.7、冬期施工收工时，要覆盖砌体，以防砌体冻结。7、安全注意事项7.1、墙身砌体高度超过地坪1.2m以上，必须及时搭设好脚手架，不准用不稳定的工具或物体在脚手板面上垫高工作。高处操作时要系好安全带，安全带挂靠地点牢固。7.2、垂直运输的吊笼、滑车、绳索、刹车等，必须满足荷载要求，吊运时不得超荷：使用过程中要经常检查，着发现不符合规定者，要及时修理或更换。7.3、停放搅拌机械的基础要坚实平整，防止地面下沉，造成机械倾倒。7.4、进入施工现场，要正确穿戴安全防护用品。7.5、施工现场严禁吸烟，不得酒后作业。7.6、从砖垛上取砌块时，先取高处后取低处，防止垛倒砸人。8、职业与环境管理措施8.1、砌筑砂浆不得遗撒，污染作业面。8.2、施工垃圾应每天清理至砌筑垃圾房(池)或堆放在指定的地点。8.3、现场的砂石料要用帆布覆盖，水泥库应维护严密，有防潮防水措施。技术交底第25页共26页 壹品峰境4#、6#楼工程交底人：审核人：实施负责人：中天五建壹品峰境项目部二○一○年七月十五日技术交底第25页共26页'