1、北京齿轮总厂自建职工住宅楼A1楼等三项工程 钢筋施工方案北京齿轮总厂自建职工住宅楼A1、B1、A2楼工程钢筋工程施工方案编制人：审核人：审批人：中国新兴保信建总六公司2006年 月 日目 录1、编制依据12、工程概况13、施工布署44、钢筋工程施工方法及要点65、质量控制目标196、质量控制措施207、施工注意事项22A1、B1、A2楼钢筋施工方案1、编制依据1.1、A1、B1、A2楼施工组织设计1.2、北京齿轮总厂自建职工住宅楼A1、B1、A2楼施工图纸1.3、钢筋机械连接通用技术规程JGJ107-20031.4、钢筋焊接及验收规程JGJ18-20031.5、混凝土结构工程施工质量验收规范G2、B50204-20021.6、建筑工程施工质量验收统一标准GB50300-20011.7、北京齿轮总厂自建职工住宅楼工程施工组织设计1.8、北京市地方标准“建筑结构长城杯工程质量评定标准”2、工程概况 2.1程概工况：程概工况北京齿轮总厂自建职工住宅楼A1、B1、A2楼工程位于北京市朝阳区朝阳路定福庄西里2号。三栋建筑物占地面积3600，A1、B1、A2楼总建筑面积66829.91，地下室总建筑面积5855.72; A1、B1、A2楼均为地下二层（地下2层为人防层，地下一层为自行车库），地上21层，基础为筏板式钢筋砼基础，埋深9.16M，C15素砼垫层，防水层及压毡层（C20细石混凝土）共603、mm厚，基础底板厚度为1000mm，主体结构形式为全现浇剪力墙结构。建筑物总高度为60.0M，室内外高差-1.200M，A1、B1楼0.000相当于绝对高程32.400M；A2楼+0.000=31.800 A1、B1楼地上部分基本相同，外围尺寸为29.6M31.90M，内设三部电梯（三部电梯均可做消防电梯）和一座剪刀楼梯；地下室外墙厚300mm，内墙200mm厚，地上部分内外墙厚均为200mm，人防顶板厚400mm，标准层顶板厚120-180mm。A2楼地上外围尺寸为30.6*31.6M，其它同A1、B1楼。2.2、钢筋工程概：序号部位类型主筋（mm） 箍筋（mm）备注1基 础 底 板 筏 板4、 22三级钢2底板洞口处暗梁AL-1、AL-2L-12812二级钢筋3地下二层外墙墙竖钢筋18100 水平钢筋181004地下二层临空墙墙竖钢筋20100 水平钢筋161005地下二层内墙300厚墙竖钢筋14100 墙体水平筋141006地下二层内墙200厚墙竖钢筋12100 水平钢筋121007地下二层剪力墙连梁上下部分纵筋25121008地下二层暗柱暗柱竖向筋20121009地下人防顶板400厚双层双向下18上18 10地下一层外墙墙竖钢筋18100 水平钢筋1810011地下一层内墙300厚墙竖钢筋14100 水平钢筋1410012地下一层内墙200厚墙竖钢筋12100 水平钢筋12105、013地下一层剪力墙连梁上下部分纵筋251210014地下一层暗柱暗柱竖向筋201210015首层顶板200厚上层钢筋下层钢筋上层负筋16一至五层墙体墙体竖向筋12 水平钢筋1217六至十层墙体墙体竖向筋10 水平钢筋18十一至二十一层墙体体竖筋10 水平钢筋1019一层至二十一层墙体连梁上、下纵筋251220一层至四层暗柱竖向钢筋201021五层至二十层暗柱竖向钢筋1822顶 板上层钢筋1412下层钢筋上层负筋23基础底板钢筋接头形式剥肋直罗纹套筒连接24节点竖向钢筋接头形式电渣压力焊接2.3、钢筋保护层：基础底板下侧、地下外墙外侧、消防水池内侧钢筋保护层为50MM；暗柱、暗梁钢筋保护层为26、5MM；地下外墙内侧、 内墙内外侧20mm、地上墙体钢筋保护层为15MM；楼梯梁钢筋保护层为25MM；楼梯板钢筋保护层为15MM；顶板钢筋保护层为15MM。3、施工布署3.1、 施工组织及分段情况：钢筋工程依据施工组织设计，选用三支钢筋施工队伍分别进行三幢楼的钢筋加工及绑扎施工。基础底板不分段，人防、设备层墙体、顶板分两段施工。0.000以上每幢楼分4个流水段进行施工。（详见流水段划分图）3.2、人员组织： 依据施工组织设计进度要求，基础工程要求工期55天；主体结构工期145天。由于基础钢筋含量较大，基础阶段钢筋工计划80人/楼（绑扎工60人/楼，加工20人）；主体阶段钢筋工计划65人/楼（绑7、扎工45人/楼，加工20人）。3.3、施工准备：3.3.1、技术准备：项目部由技术主任牵头，技术员、钢筋工长和相关专业技术人员对施工图纸进行图纸会审，将图纸中的问题汇总组织设计交底。由项目不钢筋工长依据施工图纸、施工验收规范、抗震图集和相关规定进行钢筋翻样。3.3.2、材料准备：据施工依组织设计和钢筋工长的料单组织钢筋原材进场，实验员对钢筋原材分规格、分批量进行原材复试，合格后方可加工。3.3.3、机械准备：据施工依组织设计基础地板主筋采用直螺纹套筒连接，暗柱主筋直径大于16MM的采用电渣压力焊连接。垂直运输采用塔式起重机，因此机械设备需用见下表。钢筋机械设备需用计划序号名称规 格单 位 数 8、量备 注塔 吊Fo/23B R=50M 台 3钢筋调直机 GT6-14 台 3钢筋切断机 GQ40-2台 3钢筋弯曲机 GW40-1台5直螺纹套丝机 台 62台/楼无齿锯（砂轮锯） 台 62台/楼电渣压力焊机 BX630 台 31台/楼3.34、钢筋施工现场平面布置加工场地布置在现场A1、B1楼之间马路西侧，A2楼在楼的南侧，见平面布置图，二级电箱布置到加工场区，确保钢筋加工机械一机一闸，见现场平面布置图及临电布置图。 4、钢筋工程施工方法及要点4.1、基础地板钢筋 4.1.1、基础底板钢筋施工工艺流程：人防层放线（墙体、门洞口线）验线底板钢筋预检（加工区）布积水坑纵向筋布底板横向筋绑扎洞口地9、梁筋架设底筋下侧50mm砼垫块架设马凳布上层横向钢筋布上层纵向钢筋绑扎上层钢筋吊线找出墙节点位置，标识在上层钢筋上插外墙节点、墙体钢筋插内墙节点、墙体筋节点、墙筋固定校正节点、墙筋加固外墙止水钢板焊接安装钢筋验收。 4.1.2、基础底板钢筋加工：基础底板主筋采用直螺纹套筒连接，依据设计图纸要求基础地板钢筋为三级钢筋，机械连接接头在35倍钢筋直径范围内错开率25%。4.1.3、本工程基础底板1000mm ，钢筋双层双向，下铁22250mm通长双向。4.1.4、排底筋前在基础垫层上弹好的轴线位置，用石笔按图纸要求画好钢筋间距分档标志，在纵、横轴线方向每间隔1根筋的位置弹一道通长控制线，再摆放钢筋，10、将直螺纹接头接好，用力矩扳手拧到不动为止，端头接头采用正反丝扣，调整后绑扎，绑扎时必须保证受力钢筋不位移，双向受力钢筋 100%八字扣绑扎牢固，垫好豆石混凝土或花岗岩垫块，800800mm呈梅花型放置于底层外侧钢筋下部。4.1.5、底板暗梁绑扎用钢管搭设支架将暗梁架起，用石笔按图纸要求箍筋间距在主筋上标记，箍筋必须垂直于底板，箍筋与主筋100%绑扣，角部绑扎兜扣，暗梁绑扎好后拆掉支架将暗梁调整就位。摆放马凳，严格控制马凳高度，按1.2m间距直线布置，随后排布横纵两个方向的定位钢筋，并在定位筋上画好分档标志，然后穿放其它横纵钢筋，拉线调直后，绑扎牢固，最后用16500mm的拉结筋拉牢。4.1.611、底板采用直螺纹机械连接,所以接头位置不限,必须保证25%错开,接头与接头应错开1.5m，按顺序排筋。4.1.7、基础墙、暗柱插筋锚固长度要符合设计和规范要求，根据弹好的墙柱位置将插筋绑扎牢固，为确保位置准确，墙体筋在底板上加2根12通长扫地卡位筋，并与底板钢筋绑扎牢固。4.1.8、排底筋前在基础垫层上弹好的轴线位置，用石笔按图纸要求画好钢筋间距分档标志，在纵横轴线方向每间隔1根筋的位置弹一道通长控制线，再摆放钢筋，调直后绑扎，绑扎时必须保证受力钢筋不位移，双向受力钢筋不得跳扣绑扎。必须用八字扣绑扎，绑扎牢固，垫好垫块，800800mm呈梅花型放置。4.1.9、排布上筋前，先摆放马凳，严格控制12、马凳高度，按1.2m间距直线布置，随后排布横纵两个方向的定位钢筋，并在定位筋上画好分档标志，然后穿放其它横纵钢筋，拉线调直后，绑扎牢固，最后用16500mm的拉结筋拉牢。 4.1.10、基础底板钢筋采用剥肋滚压直螺纹套筒链接，钢筋丝头加工要点如下：（1）套筒：剥肋滚压直螺纹接头所用的连接套筒采用优质碳素结构钢。接头的连套筒采用标准型套筒。（2）钢筋丝头加工A、工艺流程钢筋端面平头剥肋滚压螺纹丝头质量检验带帽保护丝头质量抽检存放待用B、操作要点钢筋端面平头：采用砂轮切割机平（严禁气割）保证钢筋端面与母材轴线方向垂直。剥肋滚压螺纹，使用钢筋剥肋滚压直螺纹机将待连接钢筋的端头加工成螺纹。丝头质量检验13、：对加工的丝头进行质量检验。带帽保护：用专用的钢筋丝头塑料保护帽进行保护，防止螺纹被磕碰或被污物污染。丝头质量抽检，项目部、质量部、工程部组织对自检合格的丝头进行抽样检验。存放待用,按规格型号及类型进行分类码放。4.2、竖向节点钢筋电渣压力焊接：所有竖向节点钢筋采用电渣压力焊接技术，控制要点是： 4.2.1、暗柱焊接、绑扎4.2.1.1、当楼板砼浇筑完达到1.2Mpa时（以同条件养护试块为准），放线员先把轴线、墙线、门窗口线全部弹好待清除浮浆（即软弱层）露出石子后，钢筋工进行调整柱、墙筋，套好箍筋，然后开始电渣一力焊接柱主钢筋。钢筋必须是无齿锯断料，端头飞边必须打磨掉，施焊前要对钢筋端部除锈。14、4.2.1.2、电渣压力焊焊工必须持证上岗，操作熟练，质量检查员加强焊接过程控制。焊接时提前干燥焊药，检查卡具、卡环是否合格牢固，装药时焊药捣实均匀，药盒保持水平，轴心距离相同。4.2.1.3、施焊的钢筋接头高低要按50%错开，必须在两个断面保证错开不小于35d（700mm，钢筋直径为20mm），及距地高度不小于500mm。待接头完全冷却后敲去外面的渣壳，用小尖锤将焊渣清除干净。4.2.1.4、 卡具要卡牢，上下钢筋接头处必须垂直同心，钢筋主肋偏移不大于 0.1d，且不大于 2 mm，折弯角度 d3度（即 6cm/100cm），焊包必须均匀饱满，无裂缝，无气孔，无蘑菇型即明显烧伤，焊包最小凸出15、量必须大于 4mm，最大不大于 12mm，经质量检查员验收合格后，方可进行。同时在现场试 验员进行取样，暗柱和框架柱第一个箍筋距地不大于5cm，往上按图纸要求的间距画好，用角扣绑扎牢固。 4.2.1.5、暗柱箍筋间距严格按设计要求进行施工，柱筋绑扎时，距砼面5cm画出箍筋位置线，按顺序绑扎箍筋，开口按顺序螺旋上升，必须保证箍筋135角及平直长度10d且相互平行，无长短现象，箍筋必须与柱筋垂直绑扎到位，必须横平。4.3、暗柱梁及门窗洞口、过梁钢筋绑扎4.3.1、梁下部钢筋接头应在支座附近，上部钢筋接头应在跨中，基础梁下铁钢筋在跨中接头，上铁钢筋在支座附近（即离支座不超过板、梁跨的1/3间），并相16、互错开，任一断面接头总量不超过50%。4.3.2、梁箍筋加密区从柱边5cm开始为第一根，次梁与主梁交接处次梁两边距次梁5cm各加3个箍筋，间距为8倍钢筋直径，当在箍筋加密区范围时，间距应小于等于100mm（且不大于5d）。4.3.3、箍筋弯勾叠合处，在梁中应交错绑扎，箍筋弯勾为135，平直长度为10d。4.3.4、梁内吊筋构造为次梁宽度截面两侧和加5cm为吊筋下部平直长度。4.3.5、门窗口过梁箍筋开口向上，左右错开，与梁筋垂直，间距均匀，门窗口过梁在两侧暗柱内外距柱边5cm必须各有一箍筋。4.3.6、梁筋与柱筋必须穿插合理，必须柱包梁，绑扎必须到位，无有松扣、缺扣现象，火烧丝头必须在梁里，决17、不能露在外面。4.3.7、梁、柱钢筋绑扎完毕必须校正好梁柱的垂直度，以确保整个钢筋骨架尺寸利于入模。4.4、墙体钢筋绑扎4.4.1、墙体钢筋绑扎工艺流程：弹放墙体位置线、标高控制线、门窗口线预检验线检查调整立筋位置暗柱主筋电渣压力焊自检、专检报验隐检柱立筋垂直度控制绑扎暗柱箍筋自检、箍筋绑扎和暗柱垂直度立筋搭接绑扎绑扎竖向梯子筋及水平筋、过梁钢筋、排距、拉筋安装上部位控制立筋位移的卡具安装保护层垫块吹风清理自检、报检专业检验报监理隐检与模板组办交接检。4.4.2、板砼面放线后，及时检查墙体钢筋是否有位移现象，对于出现移位的墙筋按1:6及时调整。44.3、绑扎立筋前把柱、墙筋的位置处的杂物清理干18、净，然后先绑3根竖向钢筋，并画好分档标志线，第一根必须距柱边5cm，把柱子和门窗口边的暗柱钢筋，调整垂直，然后绑扎竖向梯子筋间距不大于1500mm（竖向梯子筋顶替墙体竖筋）和其余的竖筋，最后绑扎水平筋。水平筋，第一根水平钢筋距地面5cm，竖筋必须使用梯子筋，梯子筋间距为1.5米一个，梯子筋底边1根和最上边第二根和中间一根长度横向顶模筋，端头蘸防锈漆，长度比所放置部位的墙体厚度少2mm， 其余的横杆出竖筋外边1.5cm，梯子筋的材料比墙体钢筋增加一号以便替代竖筋用。4.4.4、墙体钢筋必须逐点绑扎，双排双向钢筋接头应错开500mm，搭接长度应符合要求，搭接部位必须绑扎3个双丝扣，两头距端头3cm19、，中间绑扎一个扣，立筋搭接处不小于3根水平筋，水平钢筋搭接段不少于三道竖筋。钢筋之间用6400mm的拉筋呈梅花型放置。拉筋勾住竖筋及水平筋，以保证双排网片钢筋的距离，所有墙体网片必须用八字扣绑扎牢固。4.4.5、墙板钢筋保护层定位双“F”卡。间距1500mm固定与水平钢筋上，墙体拉勾挂完后用小开口把手弯成135拉勾和墙钢筋绑扎牢固，垫块600600呈梅花型放置，绑扎牢固，墙体绑扎时，绑扣向内侧，外侧不能有绑丝出现。4.4.6、柱门窗口柱和墙体钢筋用固定卡具，固定卡具固定好，保证柱墙上钢筋不移位。4.4.7、墙体立筋必须垂直，水平筋必须水平，网眼尺寸、竖筋根数必须符合图纸要求。所有预留洞(二次结20、构)预埋6拉结筋。4.4.8、钢筋工要配合门窗组，水电组安装及时调整，保护层增加附加钢筋。4.4.9、钢筋绑扎前要由专业工长现场对操作工人进行面对面交底和文字交底，第一次绑扎时应由技术水平相对平均的技术工人进行样板墙的绑扎，以样板带动整个工程，将钢筋工程的“长城杯”管理措施交到各班组长手中和部分技术工人工种，使每个工人都了解各种操作工艺和质量要求。4.4.10、楼板砼浇筑12小时后或可以上人操作后，即开始弹线，对墙体位置线、门窗洞口线，暗柱位置尺寸线及模板位置弹控制线，并由验线员进行验收符合要求后报监理单位验线，办理手续后方可进行钢筋工程的施工。4.4.11、柱箍筋绑扎前应自下而上划分箍筋位置21、，加密区为100mm间距，其它参见图纸，板上1000mm为加密区，板下1000mm为加密区，第一个箍筋距板面50mm，然后自下而上逐扣绑扎，绑丝甩头全部向里，并且绑丝甩头长度不超过50mm，以30mm为宜，应长短统一。箍筋四角呈水平状。开口向四个角。4.4.12、墙筋绑扎时先绑竖筋和梯子筋，墙竖筋低茬接头自板面向上42d，以460mm470mm为宜，且保证三根水平筋，搭接范围内两端向内30m50mm各绑一扣，中间一个扣，相邻两根接头竖向间距500mm，上部接头搭接长度不小于42d，保证有三根水平筋。梯子筋按每道墙不少于二道，间距不小于1.6m,并且每层均设在一个垂直位置，梯子筋第一根横筋距板面22、50mm，为顶模筋，最上端在大模板上口内，并在楼板内为顶模筋，中部设一道项模筋，各横筋间距为200mm，（图纸有特殊要求时按图纸施工）。见图： 4.4.13、墙筋绑扎采取逐扣捆绑，呈“八”字型绑扎，绑丝甩头（俗称“胡子”）长短一致，长度不超过50mm，应全部朝墙里。水平筋第一根距板面50mm,以上为200mm，呈水平状，水平搭接长度见纵向受力钢筋锚固长度表： 墙水平筋在墙“L”角和“T”的做法见下图： 4.4.14、墙拉钩、暗柱拉钩应随绑筋随设置，防止墙筋双层网变形和柱变形，拉钩制作应按各墙的厚度分别制作，弯钩一端为135，一端为90，挂好后再统一弯曲至135，并将拉勾与横竖筋一同绑扎及柱筋和23、箍筋一同绑扎牢固。保护层垫块采用塑料钢筋定位卡，设在二个梯子筋之间和顶模筋间，梯子顶模棍左右700范围内不放塑料垫块。遇有墙内有电盒出墙时见.4.4.15、门窗洞口过梁绑扎：绑扎前应先按已抄测的50线上量过梁上皮标高，用石笔画好。根据各过梁的大小和配筋情况设置梁主筋，将主筋两端入到位，平放在洞口两侧暗柱上，将梁箍筋分别穿在主筋上，开口放在梁上部左右相互设开口，在中间部位将上筋支起来，根据已画的分步线进行逐个绑扎，有双排主筋时两排主筋之间垫一根同主筋直径的短节钢筋，保证其间距，上筋为双排主筋时要将箍筋弯勾平直部分弯曲角度大些，保证两排主筋间距不大于一个主筋直径。箍筋逐扣绑扎，与梁断面垂直不得倾斜24、。4.4.16、钢筋验收应在门窗洞口模板安装后进行。门窗洞口模顶模棍不得直接焊在暗柱主筋上，应单独焊成“井”字顶模筋，顶模棍端头平齐、打磨圆滑涂刷防锈柒。验收钢筋以钢筋管理措施为准逐一验收合格后报监理单位验收并办理手续。4.5、楼板钢筋工程施工4.5.1、楼板钢筋绑扎工艺流程：模板验收、水暖预留洞弹出钢筋分格线摆放绑扎纵横下筋（先短长后长即先主后次）设置马凳、电器预埋管线绑扎负弯矩筋验筋。45.2、绑筋前先对模板进行验收，检查模板的标高、拼缝尺寸、平整、起拱、施工缝的剔凿清理、水暖预留孔洞的留置，检查验收符合要求后方可进行绑筋工程。4.5.3、根据楼板配筋图将钢筋进行分档弹线，保证主筋的位置正25、确。4.5.4、先摆放短向主筋，后放长向负筋，然后逐扣绑扎，遇到水暖预留孔时钢筋绕行见图示，保证板筋的间距平行准确一致。钢筋在墙体处必须满搭墙，不留企口墙，无阳台处外墙全部支模，绑扎完成后调整钢筋孔柱，垫好钢筋垫块和设置马凳，负弯矩不超过1.5m时设二道，超过1.5时，设三道马凳，阳台设二道马凳，马凳应放在底筋上面，并符合板的厚度要求。在加工过程中，应作为验收批进行预检。4.5.5、马凳设置和电气预埋管同时进行，敷设管线要定向控制或在模板上订钉，不得绑在钢筋上，在不影响钢筋保护层厚度和位置的情况下可以固定在主筋上。线管出板面应采用固定措施，不得点焊在主筋上见图。4.5.6、负弯矩筋应根据图纸要26、求摆放绑扎，绑扎后不得在上踩踏，严禁负弯矩筋调整到位后被踩坏。最后清理场地进行验收，负弯矩筋不得超高，弯钩应向下不得弯向一边。自检后报专业工长验收，符合要求后由工长填写验收单报质检员验收和监理单位验收，办理验收手续，符合要求后方可进行下道工序。4.5.7、板筋绑扎前的控制要求4.5.7.1、隔墙位置模板上已弹线并清理干净涂刷脱模剂。4.5.7.2、墙顶20-30mm浮浆已剔凿露出石子并清理干净。4.5.7.3、对墙筋、过梁筋水泥浆已清理干净。4.5.7.4、施工缝、梁窝已剔凿露出石子并清理干净。4.5.7.5、对墙筋已经进行调整。4.5.7.6、设置水平梯子筋及暗柱定距框。4.5.8、网眼尺寸27、偏差不能超过10mm。4.5.9、起步筋第一根板筋距墙边尺寸50mm。4.5.10、绑丝要求4.5.10.1、上筋绑丝朝下，下筋绑丝朝上。4.5.10.2、绑丝甩头长短基本一致，长度不超过50mm。4.5.10.3、相邻绑丝呈“八”字扣。4.5.10.4、双层网片间的钢筋马凳设置4.5.10.5、设置间距不大于1m，且高度满足保护层要求，按图制作。4.5.10.6、马凳高度=板厚-保护层2-上排双向钢筋直径-下排双向钢筋直径。4.5.10.7、保护层15mm，偏差不能超过3mm。4.5.10.8 、板筋垫块4.5.10.8.1、采用水泥垫块，厚度符合保护层要求。4.5.10.8.2、垫块间距不28、大于600mm，梅花型设置。4.5.11、板面预留洞周围钢筋：遇预留洞直径大于200mm时，板筋应弯曲绕管通过。 4.5.12 、钢筋端头锚固要求锚固至外侧竖筋边4.6、钢筋加工4.6.1、钢筋进场必须有出厂材质证明及合格证、生产炉号、型号、钢筋表面无飞边、毛刺等现象，并由现场收料员记下进场钢筋铁牌上的炉号，便于与材料单相互核对，进场后垫好木垫，排放整齐，按型号挂牌，不得乱用。4.6.2、钢筋进场后按要求分批量断出试件送试，经试验合格后方准使用。4.6.3、加工时钢筋的规格、形状尺寸必须符合设计要求，首先调直所需用的钢筋，调直盘条先做好接头板，打好6、8、10、12的孔眼，拉筋时卡入钢筋头不宜29、过长，在5cm左右，调直时计算好伸长率，定尺断料，钢筋锈皮脱落就可以，不要拉的时间过长，断料时应按所需的箍筋墙板料的长度分几段下料，不得出现料头，必须严格把关，下料12以上的钢筋要先长后短，相互搭配下料，调整好所需用的尺寸长度，节约用料。4.6.4、加工箍筋时，要按设计要求的规格、形状去做。级钢筋的端头应做135度弯勾（箍筋），弯勾平直段长度不小于钢筋直径的10倍；级钢筋的端头应做180度（板筋），90度扣铁（板筋），其圆弧内直径不少于钢筋直径的2.5倍。做好样板箍筋，样板板筋和扣铁，挂好牌所有半成品经验收合格后才能进入施工部位。钢筋做不大于90度的弯折时，弯折处的弯弧内直径不应小于钢筋直径的30、5倍。4.6.5、所有的半成品制作完成之后，按型号、尺寸、使用部位放好，挂好牌，注明规格使用部位，操作者姓名和制作时间，验收人员后台设专人发料，不准乱用。4.6.6、底板钢筋和梁钢筋加工下料，必须符合图纸及施工规范，底板钢筋和梁钢筋下料必须用无齿锯，因为基础用的是套丝连接，钢筋端头必须平整，套完丝以后马上用塑料帽套好，保护丝扣不损坏，确保质量，加工完毕后，按型号、使用部位放好，挂上标牌，注明规格、使用部位和操作人员姓名。4.7、钢筋工程安装允许偏差和检验方法4.7.1、钢筋工程安装允许偏差和检验方法见表：4.7.2、质量要求4.7.2.1、钢筋施工工艺流程：墙体上部位超高部位凿毛人工配合汽泵清31、理杂物弹放底层钢筋位置，预留洞线及隔墙线摆放、绑扎底层钢筋自、专检、交检水电配管自检、专检绑扎铁马凳及上层钢筋支放垫块施工缝封挡自检、专检报验监理隐检交接检。4.7.2.2、地下一层人防顶板钢筋绑扎：首先把模板内的杂物清理干净，图纸要求尺寸画好分档标志，弹好线排铁先铺设短向钢筋，再铺设长向钢筋，搭接位置上铁在跨中，下铁在支座，要求钢筋规格形状数量间距及锚固长度必须符合图纸要求马凳800800，梅花状均匀布置拉线调直用八字扣绑扎牢固，垫好垫块，800800呈梅花型放置。4.7.2.3、地上各层顶板钢筋绑扎：首先清理干净模板上的杂物，按图纸要求的间距弹好线，放置板铁，短向在下，长向在上，拉线调直，32、用八字扣绑扎牢固，绑扎好交给水电队，水电完成后铺设马凳，间距不大于1米，呈梅花型排布分好，盖铁的档距，铺设盖铁架立筋第一根距墙壁5cm，其余按图纸要求分档绑扎牢固，用八字扣把盖铁绑扎好，盖铁的弯勾不能偏不能平，必须向下垂直，绑扎完毕后，垫好垫块600600呈梅花状放置，垫块在马凳下面必须垫上，垫好后铺上马道，保护成品。4.7.2.4、楼梯钢筋绑扎必须保证其受力主筋的位置，其端部必须锚入梁内，并至少有2根梁主筋，穿过其锚固部分，楼梯盖铁架好马凳，600600铺设1个，垫好垫块，间距600600，然后用正反八字扣把板钢筋绑扎牢固。4.7.2.5、过梁主筋锚固长度必须符合设计和规范要求，见下表。 名33、称锚固长度末端弯钩长度备注D25 d25基础梁35d10d 底板35d40d墙、柱插筋直接插至底板表面10d4.7.2.6、梁主筋必须设在箍筋四角，两排主筋间距为一个主筋直径。5、质量控制目标 建立以项目经理为核心的质量管理小组，严格执行ISO9002质量保证体系和北京市建筑结构长城杯工程质量评定标准中钢筋工程的相关标准要求进行控制，优选施工技术人员及作业队伍，以高标准严要求，保证质量为宗旨，争创北京市优质工程。结构创“长城杯金杯的质量目标”。6、质量控制措施6.1、为保证达到结构长城杯要求，必须以质量控制方面入手，实行全面质量管理，严把好质量关，精心施工。6.2、钢材进场必须有出厂合格证，材34、质单和复试报告单，确认为合格品方准使用。6.3、钢筋原材及加工完成的半成品要分类堆放，按不同型号规格做标识，标牌应标明编号、规格、批量、检验状态（待检验合格，不合格）。6.4、暗梁、框架梁：框架柱、暗柱箍筋在加工时，在卡盘上定准角度，满足箍筋的质量要求，弯勾135，且平直段长度10d，且100mm，并保证两个弯勾相互平行，长度一致，加工现场挂样板箍筋，便于操作者比较改进并标明操作者姓名，便于追索，项目部相关技术人员、质检人员按时检查加工下料情况，并纳入预检，必要时进行现场讲评指导。6.5、焊接绑扎暗柱和墙体钢筋前，认真检查钢筋表面浮浆是否清理干净，清理干净后方可进行下道工序，否则让砼工清理。635、.6、绑扎梁节点时从距柱边50mm处排布第一根箍筋，且应保证各有一个箍筋伸入梁梁端暗柱内。6.7、绑扎墙体竖向钢筋必须距暗柱边50mm处排第一根钢筋，按图纸要求排布好。有的墙段竖筋间距小于图纸要求时，排布在墙段中间部位，把间距分均，关于两排竖向钢筋控制，除按图纸要求排布好有的墙段竖筋间距，小于图纸要求时，排布在墙段中间部位，把间距分均，关于两排竖向钢筋控制，除按图纸要求6400，拉结筋交错放置外，还再另行加工横向梯子筋，控制竖向钢筋的位置与拉结筋，配合使用，这样就能有效控制两排网片筋的距离，在合模后，对伸出的墙、柱竖向钢筋进行修正和加设双控定位卡筋，柱子用柱控制卡筋，门窗口用门窗口控制卡筋，墙36、体用墙体控制卡筋，控制到位。详见附图，定位卡浇筑完顶板后方可拆除。此外，浇筑前在大模板上口，放线工用红漆做好暗柱钢筋标志，便于浇筑砼时看筋人员调整暗柱钢筋的位置和间距，并要求看筋人员拉通线调整墙体钢筋，保证竖向钢筋位置和间距，并要求看筋人员拉通线调整墙体钢筋，保证竖向钢筋位置准确。6.8、绑扎墙体筋时，实行对面绑扎，这样可保证火烧丝头留在钢筋内侧，绑扎顶板时，要求下铁火烧丝头朝上，上铁火烧丝头朝下，以免浇完砼火烧丝头外露影响后期装修质量。6.9、剪力墙顶板保护层均采用新型塑料卡，按800mm梅花状均布，卡口向内，避免合大模板时碰掉塑料卡，用绑丝绑牢固，施工中质检人员随时检查，严禁随意乱排乱放，37、确保钢筋保护层的准确。6.10、浇筑砼时，根据大模板定位需要，在墙体位置处，预埋废钢筋头埋深不小于100mm，外露50100mm，待墙体放线后距砼面50mm位置的预埋筋上焊，同墙厚度相同的14钢筋（两端刷防锈漆）来确保大模板定位，同时也可以避免伤焊结构钢筋。6.11、在门窗洞口暗柱部位上、中、下分别增加专用卡具，使门窗口模板位移侧压力传于多根主筋上，确保门窗洞口模板稳固且不伤焊墙体钢筋6.12、墙体钢筋绑扎时要求确保3个垂直，3个5cm和2个不少于，即箍筋与主筋，梁筋与梁箍筋，水平筋与立筋相互垂直，暗柱箍筋从距地5cm处开始绑扎，立筋搭接处不少于3根水平筋，钢筋搭接处绑扎扣不少于3扣。6.1338、本工程在施工中坚持样板一路制度，地下二层墙体钢筋绑扎一道样板墙和首层绑出一道样板墙，经项目部有关负责人员检查合格，达到样板要求后进行下一段工程施工，确保做到样板引路，挂牌施工。7、施工注意事项7.1、成品保护7.1.1、基础底板上下层钢筋绑扎时，必须将支撑马凳绑扎或焊接牢固，防止操作时蹬踩变形影响工程质量。7.1.2、采用靠尺，长度2m，刻度200mm作为检验工具，当基础底板垫层浇完或顶板支好后，弹出纵横方向控制线不得少于4挡，以保证钢筋的平直度。7.1.3、墙体暗柱钢筋绑扎时，搭设临时架子或高凳，不准踩、踏钢筋。7.1.4、绑扎钢筋时，禁止碰动预埋件及洞口模板，确保各种洞口预埋件位置的准确39、。7.1.5、安装电线管、线盒、暖卫、预埋套管或其它设施时不得任意切断和移动钢筋，确保工程质量。7.1.6、大模板和柱、梁模板、脱模剂清刷时，不准污染钢筋。7.1.7、楼板的负弯矩筋绑扎完，及时铺设钢质马道，不允许直接在钢筋上面行走，在浇筑砼时，随浇随拆除马道，并派专人看筋，保证顶板钢筋不发生位移现象。7.2、安全注意事项7.2.1、进入施工现场必须戴安全帽。7.2.2、在施工中所有施工人员精神要高度集中，时刻注意安全，运输传运钢筋时要注意与输电线路的安全距离，确保安全施工。7.2.3、在基础坑作业时要注意土方边坡的稳定，发现问题及时报告。7.2.4、施焊时必须办理用火登记手续，看火人员不得兼40、其他工作任务，并准备水桶蹬消防器材，施焊完毕后，经检查确无隐患后方准离开施工现场。7.2.5、各种机械要有专人使用编好号，注明操作者姓名，使用前要检查运转是否正常，接地是否良好，防护是否符合有关要求，要经常保养上油，机械带病不得使用。7.2.6、不准私自拆装电源线，无齿锯不对道路和过人地方使用，还要挡好护板。7.3、环保要求：7.3.1、钢筋加工区设两处，主要污染源为钢筋直螺纹连接所产生的废弃物及时回收。7.3.2、钢筋加工焊接时，防止闪出光对施工场区和周围居民的光污染。同时对钢筋切断机、弯曲机、拉伸机进行经常维修，保证其正常运转和防止发生噪音。7.3.3、钢筋原材进货吊卸钢筋应在白天进行，如41、在晚上必须在22时前进行完毕，防止造成噪音污染。7.3.4、废弃物在两个加工区内各设一个暂存废弃物、料头池长3m，宽2m、高1.5m，240砖墙存放池，存积满后由废弃物管理员通知废弃物品回收站进行过秤回收。7.3.5、装填焊药：将烘烤合格的焊药装满焊剂盒，装填前，用缠绕的石棉绳塞封焊剂盒的下口，或用石棉垫围绕钢筋垫好，防止焊药遗撒。 7.3.6、焊剂：落地的焊剂可以回收，但必须先铺垫彩条布，无任何杂质方可回收重新用于接头。 7.3.7、电渣压力焊的焊渣必须及时清理干净并进行有效回收，防止污染和影响施工。 7.3.8、在涂刷防锈漆的过程中应下垫彩条布，防止油漆洒落地面造成污染。内部资料仅供参考942、JWKffwvG#tYM*Jg&6a*CZ7H$dq8KqqfHVZFedswSyXTy#&QA9wkxFyeQ!djs#XuyUP2kNXpRWXmA&UE9aQGn8xp$R#͑GxGjqv$UE9wEwZ#QcUE%&qYpEh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu#KN&MuWFA5uxY7JnD6YWRrWwcvR9CpbK!zn%Mz849GxGjqv$UE9wEwZ#QcUE%&qYpEh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu#K43、N&MuWFA5uxGjqv$UE9wEwZ#QcUE%&qYpEh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu#KN&MuWFA5uxY7JnD6YWRrWwcvR9CpbK!zn%Mz849GxGjqv$UE9wEwZ#QcUE%&qYpEh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmUE9aQGn8xp$R#͑GxGjqv$UE9wEwZ#QcUE%&qYpEh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadN44、u#KN&MuWFA5uxY7JnD6YWRrWwcvR9CpbK!zn%Mz849GxGjqv$UE9wEwZ#QcUE%&qYpEh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu#KN&MuWFA5uxGjqv$UE9wEwZ#QcUE%&qYpEh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu#KN&MuWFA5uxY7JnD6YWRrWwcvR9CpbK!zn%Mz849GxGjqv$UE9wEwZ#QcUE%&qYpEh5pDx2zVkum&gTXRm6X445、NGpP$vSTT#&ksv*3tnGK8!z8vG#tYM*Jg&6a*CZ7H$dq8KqqfHVZFedswSyXTy#&QA9wkxFyeQ!djs#XuyUP2kNXpRWXmA&UE9aQGn8xp$R#͑GxGjqv$UE9wEwZ#QcUE%&qYpEh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu#KN&MuWFA5uxY7JnD6YWRrWwcvR9CpbK!zn%Mz849GxG89AmUE9aQGn8xp$R#͑GxGjqv$UE9wEwZ#QcUE%&qYpEh5pDx2zVkum&gTX46、Rm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu#KN&MuWFA5uxY7JnD6YWRrWwcvR9CpbK!zn%Mz849GxGjqv$UE9wEwZ#QcUE%&qYpEh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu#KN&MuWFA5uxGjqv$UE9wEwZ#QcUE%&qYpEh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu#KN&MuWFA5uxY7JnD6YWRrWwcvR9CpbK!zn%Mz849GxGjq47、v$UE9wEwZ#QcUE%&qYpEh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z8vG#tYM*Jg&6a*CZ7H$dq8KqqfHVZFedswSyXTy#&QA9wkxFyeQ!djs#XuyUP2kNXpRWXmA&UE9aQGn8xp$R#͑GxGjqv$UE9wEwZ#QcUE%&qYpEh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu#KN&MuWFA5uxY7JnD6YWRrWwcvR9CpbK!zn%Mz849GxGjqv$UE9wEwZ#QcUE%&qYpE48、h5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu#KN&MuWFA5uxGjqv$UE9wEwZ#QcUE%&qYpEh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu#KN&MuWFA5uxY7JnD6YWRrWwcvR9CpbK!zn%Mz849GxGjqv$UE9wEwZ#QcUE%&qYpEh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmUE9aQGn8xp$R#͑GxGjqv$UE9wEwZ#QcUE%&q49、YpEh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu#KN&MuWFA5uxY7JnD6YWRrWwcvR9CpbK!zn%Mz849GxGjqv$UE9wEwZ#QcUE%&qYpEh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu#KN&MuWFA5uxGjqv$UE9wEwZ#QcUE%&qYpEh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu#KN&MuWFA5uxY7JnD6YWRrWwcvR950、CpbK!zn%Mz849GxGjqv$UE9wEwZ#QcUE%&qYpEh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu#KN&MuWFA5uxY7JnD6YWRrWwcvR9CpbK!zn%Mz849GxGjqv$UE9wEwZ#QcUE%&qYpEh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNuGK8!z89AmYWpazadNu#KN&MuWFA5uxY7JnD6YWRrWwcvR9CpbK!zn%Mz849GxGjqv$UE51、9wEwZ#QcUE%&qYpEh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu#KN&MuWFA5uxGjqv$UE9wEwZ#QcUE%&qYpEh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu#KN&MuWFA5uxY7JnD6YWRrWwcvR9CpbK!zn%Mz849GxGjqv$UE9wEwZ#QcUE%&qYpEh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadN52、u#KN&MuWFA5uxY7JnD6YWRrWwcvR9CpbK!zn%Mz849GxGjqv$U*3tnGK8!z89AmYWpazadNu#KN&MuWFA5uxY7JnD6YWRrWwcvR9CpbK!zn%Mz849GxGjqv$UE9wEwZ#QcUE%&qYpEh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89Amv$UE9wEwZ#QcUE%&qYpEh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu#KN&MuWFA5uxGjqv$UE9wEwZ#QcUE%&qYpEh5pD53、x2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu#KN&MuWFA5uxY7JnD6YWRrWwcvR9CpbK!zn%Mz849GxGjqv$UE9wEwZ#QcUE%&qYpEh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu#KN&MuWFA5uxY7JnD6YWRrWwcvR9CpbK!zn%Mz849GxGjqv$U*3tnGK8!z89AmYWpazadNu#KN&MuWFA5uxY7JnD6YWRrWwcvR9CpbK!zn%Mz854、4!z89Amv$UE9wEwZ#QcUE%&qYpEh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu#KN&MuWFA5uxGjqv$UE9wEwZ#QcUE%&qYpEh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu#KN&MuWFA5uxY7JnD6YWRrWwcvR9CpbK!zn%Mz849GxGjqv$UE9wEwZ#QcUE%&qYpEh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z855、9AmYWpazadNu#KN&MuWFA5uxY7JnD6YWRrWwcvR9CpbK!zn%Mz849GxGjqv$U*3tnGK8!z89AmYWpazadNu#KN&MuWFA5uxY7JnD6YWRrWwcvR9&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu#KN&MuWFA5uxY7JnD6YWRrWwcvR9CpbK!zn%Mz849GxGjqv$UE9wEwZ#QcUE%&qYpEh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu#KN&Mu56、WFA5uxY7JnD6YWRrWwcvR9CpbK!zn%Mz849GxGjqv$U*3tnGK8!z89AmYWpazadNu#KN&MuWFA5uxY7JnD6YWRrWwcvR9CpbK!zn%Mz849GxGjqv$UE9wEwZ#QcUE%&qYpEh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNuGK8!z89AmYWpazadNu#KN&MuWFA5uxY7JnD6YWRrWwcvR9CpbK!zn%Mz849GxGjqv$UE9wEwZ#QcUE%&qYpEh5pDx2zVkum&gTXRm6X4NGpP$vSTT57、#&ksv*3tnGK8!z89AmYWpazadNu#KN&MuWFA5uxGjqv$UE9wEwZ#QcUE%&qYpEh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu#KN&MuWFA5uxY7JnD6YWRrWwcvR9CpbK!zn%Mz849GxGjqv$UE9wEwZ#QcUE%&qYpEh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu#KN&MuWFA5uxY7JnD6YWRrWwcvR9CpbK!zn%Mz849GxG58、jqv$UE9wEwZ#QcUE%&qYpEh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu#KN&MuWFA5uxGjqv$UE9wEwZ#QcUE%&qYpEh5pDx2zVkum&gTX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