地下室墙柱梁板钢筋绑扎技术交底2.pdf

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1、.精选范本技术交底记录工程名称黄岛缤纷港项目（南区）施工单位中建八局第四建设有限公司交底部位地下室工序名称梁板墙柱钢筋绑扎交底提要：钢筋绑扎、作业条件、施工方法、质量要求一、施工准备1.1 材料1.1.1、绑扎铁丝：20#镀锌铁丝。1.1.2、垫块：墙柱等竖向筋保护层的垫块采用塑料垫块，梁板采用砂浆垫块。墙外侧5cm,内侧 2cm，内墙 2cm、梁、柱2.5cm、板 2cm，人防门框位置钢筋保护层：上下4cm,左右 3cm.1.1.3、钢筋马镫：成品马镫。1.2 作业条件1.2.1、检查钢筋是否有备案证、合格证及产品标识牌和复试报告。1.2.2、钢筋绑扎前应检查有无锈蚀现象，除锈之后再运至绑扎

2、部位。1.2.3、熟悉图纸按设计要求检查已加工好的钢筋规格、形状及数量是否正确。1.2.4、做好抄平放线工作，即表明墙、柱等部位水平标高和弹好尺寸线。二、施工方法2.1 剪力墙钢筋绑扎2.1.1、先立 24 根竖筋与下层伸出的搭接筋绑扎，墙及柱第一根竖筋距柱或暗柱1/2 竖向钢筋间距，画好水平筋的位置线，然后与下部及齐胸处绑两根横筋定位，并在横筋上画好标志，接着绑其余竖筋，最后再绑其余横筋。竖筋在内横筋在外。2.1.2、墙钢筋应逐点绑扎，人防墙（临空墙、密闭门框墙、封堵墙）按图纸加设拉钩。梅花形布置。墙水平钢筋在两端头、转角、十字节点及连梁等部位的锚固长度及洞洞口周围加强筋均应符合设计要求。尤

3、其注意人防墙体应注意加强钢筋、卧梁钢筋不得遗漏。门框两侧加强柱钢筋位置要准确，两侧钢筋保护层3cm。2.1.3、合模后对伸出的钢筋应进行调整，宜在搭接处绑一道临时横筋定位，浇筑砼时专人看管，浇注后再次调整以保证钢筋位置准确。2.1.4、封顶墙的钢筋绑扎应用钢管搭设临时水平杆，以准确控制墙体钢筋的上顶标高。2.1.5、墙体钢筋有C14、C16等直径 18以上采用机械连接，C14、C16采用绑扎搭接。抗爆结构纵向受拉钢筋锚固长度如下钢筋类型混凝土强度等级=C30 锚固长度Laf mm C14 515 C16588 C18 662 C20 735 C22809 鲁 JJ005.精选范本抗爆结构纵向受

4、拉钢筋搭接长度如下钢筋类型同一区段内搭接钢筋面积百分率50%C14762mm C16870mm 2.2、框柱及暗柱钢筋绑扎2.2.1、以标高线为依据，三面划线，按线绑扎，绑扎时主筋间距要均匀。2.2.2、计算好每根柱箍筋的数量，先将箍筋套在下层伸出的搭接筋上，然后绑柱钢筋，框柱有抗震要求，在负二层柱净高根部1/3 区域箍筋加密，顶端 1/6 区域加密负一层箍筋加密区高度为1/6。在立好的柱与钢筋上用粉笔画出箍筋间距，然后将已套好的箍筋向上移动，由上往下宜采用缠扣绑扎，箍筋与主筋垂直，箍筋转角与主筋交点均要绑扎，主筋与箍筋非转角部分的相交点呈梅花形绑扎，箍筋的接头应沿柱与竖向交错布置。2.2.3

5、、绑扎接头的位置应相互错开，符合设计规范要求。2.2.5、主筋保护层：垫块应绑在箍筋外皮上，间距一般1000mm左右，以保证钢筋保护层厚度的正确。2.3、梁钢筋绑扎（钢筋混凝土结构）2.3.1、将梁的上筋架在绑扎架上，在上筋上画好箍筋间距，套上全部箍筋，按画好的位置与梁上筋绑扎牢固，穿梁下筋，与箍筋逐点绑扎牢固，最后穿梁腰筋，并且与箍筋逐点绑扎牢固。梁箍筋按施工图的要求加密。2.3.2、抽出梁绑扎架，将已绑好的梁钢筋落在梁模内，垫好垫块。梁保护层厚度为25mm。2.4、板钢筋绑扎2.4.1、清扫横板上的杂物，用粉笔在模板上画好主筋及分布筋间距。2.4.2、按画好的间距，先摆受力主筋，后放分布筋

6、、预留件、电线管及预留孔等及时配合安装。2.4.3、钢筋的搭接长度、位置符合设计规范要求。2.4.4、绑扎一般用顺扣或八字扣，外围两根筋的相交点应全部绑扎，双向板相交点需全部绑扎，板为双层钢筋，人防顶板（30cm/20cm）两层筋之间使用几字型钢筋马凳，非人防顶板使用工字型通长马镫，马凳数量为每平方米设置一个，以确保上部钢筋的位置。2.4.5、钢筋绑扎完成后在主筋下垫砂浆垫块，保护层厚度2cm,垫块间距 1 米。2.5、直螺纹套筒连接2.5.1、钢筋直螺纹套筒连接时，钢筋的规格和连接套的规格应一致，并确保丝头和连接套的丝扣干净、无损。将套筒与一端待接钢筋丝头连接拧紧，外露丝扣数量不得超过2 个

7、螺距。2.5.2、连接水平筋时，必须从一头往另一头一次连接，不得从中间往两头或两头往中间连接。2.5.3、力矩扳手不适用时，将其力矩值调为零，以保证其精度。2.6、施工要点2.6.1、箍筋在叠合处的弯钩，在梁、柱中应交错绑扎，箍筋弯钩为135，平直部分长度为10d。2.6.2、梁端第一个箍筋应设置在距离柱边50mm 处。2.6.3、在主、次梁箍筋均应垫垫块，保证保护层的厚度。受力筋为双排时，用短钢筋不小于钢筋直径）垫文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9

8、X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 Z

9、I6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9

10、X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 Z

11、I6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9

12、X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 Z

13、I6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9

14、X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1.精选范本在两层钢筋之间，钢筋排距应符合设计要求。2.6.4、梁筋的连接：梁的受力主筋采用直螺纹接头，抗扭筋采用绑扎接头，接头位置与搭接长度符合规范的规定。2.6.5、板钢筋端部锚固于梁内，锚固长度符合设计和规范要求。见下图。2.6.6、当绑扎板上负弯矩筋时，绑扎时在负弯矩筋端部拉通长小白线就位绑扎，保证钢筋在同一条直线上，端部平齐，外观美观。2.6.7、板中受力钢筋：从距墙或梁边5cm 开始配置；下部纵向受力钢筋伸至墙或梁的中心线，且不小于5d（d 为受力钢筋直径）。板钢筋上层弯钩朝下，下层弯钩朝上。2.6.8、板的下部钢筋在距支座

15、1/3 跨度范围内搭接，上部钢筋在跨中1/3 跨度范围内搭接。2.6.9、板、次梁与主梁交叉处，板的钢筋在上，次梁的钢筋在中层，主梁钢筋在下。板的下铁短向钢筋在下，长向筋在上，上铁则相反。三、质量要求3.1、钢筋表面无裂纹、颗粒、及片状老锈，表面应清洁，无油污和灰浆。3.2、钢筋绑扎要求牢固，无漏扣、松扣现象。3.3、所有工序开始施工前必须先进样板施工，用样板引路的方法，只有先通过样板验收，才能进行正式施工。3.4、箍筋间距绑扎尺测检验，连续三档偏差控制在20mm 以内。3.5、箍筋的1350C 弯钩平直长度必须为等号平行，且其端头必须平直。3.6、允许偏差项目见下表钢筋绑扎允许偏差项次项目允

16、许偏差检验方法1 网的长度、宽度 10 尺寸检查2 网眼尺寸20尺量连续三档取其最大值3 骨架的宽度、高度5尺量检查4 骨架的长度105 受力钢筋间距10尺量两端中间各一点取其最大值排距56 绑扎箍筋构造筋间距20尺量连续三档取其最大值7 钢筋弯起点位移20 尺量检查8 焊接预埋件中心线位移5 水平高度+3(-0)9 受力筋保护梁柱5文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1

17、X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6

18、A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1

19、X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6

20、A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1

21、X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6

22、A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1.精选范本层墙板3钢筋位

23、置的允许偏差：项次项目允许偏差（mm）受力钢筋的排距钢筋弯起点位置20 箍筋、横向钢筋间距绑扎骨架20焊接骨架10焊接预埋件中心线位置5 水平高差+3、-0 受力钢筋基础103.7、直螺纹连接检查3.7.1、接头外观检查：直螺纹连接完毕后，接头套筒外应外露有效螺纹，且套筒单边外露有效螺纹不能超过 2P。用质检力矩扳手检查接头拧紧程度。接头外观质量应逐个自检，不符合要求的应及时调整。自检合格的接头，应由现场质检员随机抽样进行检验，对每一个检验批的钢筋接头，应随机抽取15%，且不少于75个接头，检查其外观质量与拧紧力矩。3.7.2、现场钢筋连接接头的抽检合格率不应小于95%，当抽检合格率小于95%

24、时，应另抽取同样数量的接头重新检验。当两次检验的总合格率不小于95%时，该批接头合格。若合格率仍小于95%，则应对全部接头进行逐个检验。在检验出的不合格接头中，抽取 3 根接头进行抗拉强度检验，3 根接头抗拉强度试验的结果符合有关规定时，该批接头外观质量可以验收合格。3.7.3、接头现场检验：按验收批进行，同一施工条件下的同一批材料的同等级同规格接头，以500 个为一个验收批进行检验与验收，不足500个也作为一个验收批。3.7.4、接头力学性能检测：（1）同一施工条件下，采用同一批材料的同等级、同型式、同规格接头，以500 个为一验收批进行检验和验收，不足500个也为一验收批。每一批取3 个试

25、件作单向拉伸试验。当三个试件抗拉强度均不小于该级别钢筋抗拉强度的标准值时，该验收批定为合格。如有一个试件的抗拉强度不符合要求，应取六个试件进行复检。复检中仍有一个试件不符合要求，则该验收批判定为不合格。四、成品保护4.1、成型钢筋按总平面布置图指定地点摆放，用垫木垫放整齐，防止钢筋变形、锈蚀、油污，同时挂好标识牌，注明尺寸、规格、使用部位。4.2、严格控制马凳加工精度在3mm 以内，防止板上部砼保护层偏差过大或过小。4.3、严禁随意割断钢筋。4.4、钢筋绑扎成型后，认真执行三检制，对钢筋的规格、数量、锚固长度、预留洞口的加固筋、构造加强筋等都要逐一检查核对，骨架的轴线、位置、垂直度都必须实测检

26、查，经质检员检验合格后报请监理公司验收，作好隐蔽验收记录，质量达到优良水平。4.5、钢筋绑扎完后，禁止上人蹬踏，禁止敲打及支模浇砼时别钢筋，严禁随意切断钢筋，不得有任何污染和破坏发生。4.6、在板钢筋上设行走路线，并沿行走路线铺设跳板，便于检查，防止踩弯钢筋。五、应注意的质量问题5.1、暗柱和剪力墙钢筋位移：原因是振捣砼时碰到钢筋。在浇筑砼前检查位置是否正确，并用固定长梯或水平钢筋箍筋加以固定，并在浇完砼时立即修正钢筋的位置。文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:

27、CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G

28、1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:

29、CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G

30、1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:

31、CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G

32、1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:

33、CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1.精选范本5.2、箍筋搭接处未完成135 度，平直长度不足10d，加工成型时应注意检查平直长度是否符合要求，认真按 135度弯勾。5.3、人防拉钩弯钩角度不足135度，施工时为便于施工，将一端加工成135度，另一端加工成90度。在拉钩就位后须用钢筋扳手将90度弯钩现场弯折至135度。5.4、人防墙体钢筋遗漏，尤其是加强筋及卧梁钢筋，应对照人防图纸逐一检查人防墙体钢筋，避免遗漏。六、安全注意事项6.1、塔吊在吊运钢筋时，必须将两根钢丝绳吊索在钢筋材料上缠绕两圈，缠绕必须紧密，两个吊点长度必须均匀，钢筋吊起时，保证钢筋水平，预防

34、材料在吊运中发生滑移坠落。在吊运钢筋时，要派责任心强的有证信号工指挥，不得无人指挥或乱指挥。6.2、现场所有施工人员要遵守安全生产纪律和相关规定；6.3、现场所有施工人员必须戴好安全帽，严禁带病作业和酒后作业，不得在现场戏闹，夜间施工要有足够的照明，不得私自乱拉接电线；6.4、施工中注意头上和脚下，做到“不伤害自己，不伤害他人，不被他人伤害”，不盲目抢时间，在保证安全和质量的前提下施工。6.5、在绑扎完钢筋后操作面上的废绑扎丝、垫块必须清理干净，作到工完场清。6.6、钢筋加工后的产品或半产品运至现场堆放时要注意遮盖（用苫布或塑料），防止因雨水造成钢筋的锈蚀。如果钢筋已生片状老锈，钢筋在使用前必

35、须用铁丝刷或砂盘进行除锈。为了减少除锈时灰尘飞扬，现场要设置苫布遮挡，并及时将锈屑清理起来。文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7

36、Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8

37、U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7

38、Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8

39、U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7

40、Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8

41、U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1.精选范本项目（专业）技术负责人交底人接受人注：本记录一式两份，一份交底单位存，一份接受交底单位存。山东省建设工程质量监督总站监制文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9

42、ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V

43、9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9

44、ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V

45、9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9

46、ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V

47、9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1文档编码:CB1V9X1X7Q7 HI2Q6O4G1Y9 ZI6A8U2O7B1