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1、优秀毕业实习报告：钢筋工程实习总结本次实习的主要目的：生产实习是工程管理专业教学计划中一项重要的实践性环节。它是学生学完基础课后，在学习专业方向课程前，去有关企业进行验证、充实、巩固、提高的过程，也是参加工作的预演。我计划在沧州市的一个监理公司完成生产实习。实习单位为渤海监理有限公司。位于沧州市运河区西环中街65 号，主要承担二、三等房屋建筑工程和二、三等市政公用工程的监理。由于去年我以在该公司提前进行了为期一个多月的实习，而且在颐和广场总监理郭春起郭工(同为沧州设计院副院长)及技术总监王维新王工(退休前为沧州市一建安总工程师)的细心帮助下，今年我以助理监理的身份参与该单位的管理工作。计划从2
2、0XX 年 8 月 15 日至 9 月 15 日。实习期间共分三个阶段。1.阶段：熟悉单位或工地，熟悉施工图纸和单位工程施工组织设计文件，结合工程实际情况在工长或技术人员指导下拟定个人实习计划。实习计划内容可包括：了解工程项目概况、学习工程管理的有关理论及知识、参加工程实际工作、进行专题调查研究。2.实习阶段：深入实习施工技术与管理，参加技术或管理工作或劳动，积累第一手资料，进行专题调查研究等。3.与考核阶段：整理总结实习收获，写出生产与管理实习报告，并离开实习单位，返校准备答辩。建设单位：XX房地产开发公司施工单位：XX建设有限公司设计单位：XX建筑设计公司监理单位：XX监理有限公司我所在的
3、监理办公室，有1 个总监理工程师，1 个土建专业监理工程师，1 个土建专业监理员，1 个水电专业监理员。土建监理员要负责文案工作，打印通知等。建筑设计概况：本工程为主楼地上11 层，裙楼地上二层，建筑面积19986，建筑物占地面积3784，主楼11层，建筑高度，其中一、二层层高为米，三-九层层高为米，总建筑面积为24450，北侧为两层裙房，建筑高度米，建筑物长米，宽，A-D 轴为主楼，D-F 轴为裙房，主楼和裙房的一层均作为商业门市，二楼是分别为下部店面服务的办公用房，三层以上均为办公用房。建筑分类：一类高层屋面防水等级：二级抗震设防烈度：七度建筑结构形式：框架剪力墙结构建筑基础形式：肋梁筏板
4、基础垫层为 C10 砼，承台为C30砼，主楼基础顶面四层框架柱砼为C40，裙楼基础、框架柱、主楼四层以上框架柱、剪力墙、梁板、现浇楼梯砼均为C30，其余砼构件为C25.钢筋采用 HPB235级钢筋，HRB335级钢筋，HRR400级钢筋。砌文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M1
5、0Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7
6、HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P
7、5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8
8、ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N
9、5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5
10、文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:C
11、P1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5体：土体中采用MU10普通粘土砖，采用M5水泥砂浆砌筑。总工期及进度安排：本工程计划开工时间为20XX 年 7月 20 日，竣工时间为20XX年 10 月 20 日。工期目标为457日历日。在实习期间，我接触了大量的专业知识，并作了许多实习记录，对一些新的施工工艺进行了了解。我的实习岗位是土建专业监理员，在对基本的施工工艺有所了解后，还必须了解施工质量的规范，怎样的水平才算合格，哪些情况是不合格的，都要熟记。钢筋工程在实习期间，我接触最多的就是钢筋了，梁，板，柱子，剪力墙全都是现浇的，其中钢筋布置当然是最为重要的了，因此检
12、验钢筋是特别重要的工作。我到工地的时候，基础工程已经基本完工了，正在进行主体工程施工。基本上每天的主要工作就是检验梁，板等的钢筋。如受力钢筋，架立钢筋，构造钢筋，箍筋，负弯矩筋，分布筋等，这次在工地上才算真正了解了这些钢筋的作用。对以后学习提供了很好的感性认识。具体内容在报告中会详细介绍。钢筋工程是整个工程中各分部分项工程的重中之重。钢筋混凝土好比人体中的骨骼筋脉，起着支撑整个建筑物保证建筑物整体性、稳定性的作用，所以钢筋的加工制作绑扎尤为重要。钢筋的连接方式有几种：绑扎连接、焊接连接、机械连文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L
13、6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5
14、P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3
15、K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8
16、R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2
17、M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M1
18、0O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编
19、码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5接。绑扎连接是目前仍为钢筋连接的主要手段之一。采用绑扎连接时其位置和搭接长度必须满足混凝土结构设计规范(GB50204-XX)中的规定，轴心受拉及小偏心受拉构件的纵向受力钢筋不得采用绑扎接头。钢筋的绑扎接头是采用2022号火丝或镀锌丝，按规范的最小搭接钢筋长度，绑扎在一
20、起而成的钢筋接头。本工程在板钢筋的连接上通常采用绑扎。混凝土设计规范规定，钢筋的接头宜优先采用焊接接头。焊接接头的焊接质量与钢筋的焊接性、焊接工艺有关。焊接又分闪光对焊、电弧焊、电渣压力焊。其中闪光对焊及电渣压力焊在工程上使用较为频繁。本工程因为三级钢筋，所以梁、柱必须采用机械连接。机械连接质量上优于焊接，但在造价上处于劣势，成本较高。以下我将介绍一下我所在工程钢筋的施工过程中应注意的几个方面：滚轧直螺纹钢筋连接接头：将钢筋端部用滚轧工艺加工成直螺纹，并使用相应的连接套筒将两根钢筋相互连接的钢筋接头。注意事项：(1)丝头加工钢筋下料时不宜用热加工方法切断;钢筋端部面宜平整并与钢筋轴线垂直;不得
21、有马蹄形或扭曲;钢筋端部不得弯曲;出现弯曲时应调直。文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K
22、9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R
23、8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M
24、8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10
25、O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码
26、:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6
27、M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5丝头有效螺纹长度应满足设计规定。丝头加工时应使用水性润滑液，不得使用油性润滑液。丝头中径、牙型角及丝头有效螺纹长度应
28、符合设计规定。丝头有效螺纹中径的圆柱度(每个螺纹的中径)误差不得超过标准型接头丝头有效螺纹长度应不小于1/2 连接套筒长度，其他连接形式应符合产品设计要求。丝头加工完毕经检验合格后，应立即带上丝头保护帽或拧上连接套筒，防止装卸钢筋时损坏丝头。(2)钢筋连接施工在进行钢筋连接时，钢筋规格应与连接套筒规格一致，并保证丝头和连接套筒内螺纹干净，完好无损。钢筋接头拧紧后应用力矩扳手按不小于表中的拧紧力矩值检查，并加以标记。(3)连接套筒及锁母外观质量：螺纹牙型应饱满，连接套筒表面不得有裂纹，表面及内螺纹不得有严重的锈蚀及其他肉眼可见的缺陷。内螺纹尺寸的检验：用专用的螺纹塞规检验，其塞规应能顺利旋入，塞
29、规旋入长度不得超过3P.(4)丝头外观质量：丝头表面不得有影响接头性能的损坏及锈蚀。外形质量：丝头有效螺纹数量不得少于设计规定;牙顶文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P
30、5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8
31、ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N
32、5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5
33、文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:C
34、P1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M1
35、0Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5宽度大于的不完整螺纹累计长度不得超过
36、两个螺纹周长;标准型接头的丝头有效螺纹长度应不小于1/2 连接套筒的长度，且允许误差为+2P;其他连接形式应符合产品设计要求。丝头尺寸的检验：用专用的螺纹塞规检验，其环规应顺利的旋入，环止规旋入长度不得超过3P.(5)钢筋连接接头钢筋连接完毕后，标准型接头连接套筒外应有外露有效螺纹，且连接套筒简单边外露有效螺纹不得超过2P，其他连接形式应符合产品设计要求。1.钢筋连接完毕后，拧紧力矩应符合表的要求2.上部结构钢筋均在现场加工制作。搭设钢筋加工棚，配备全套钢筋加工机械，并安排专职人员进行从钢筋加工验收、取样试验、制作加工、机械连接取样试验、成品挂牌、分类堆放、核查发货等整个钢筋制作加工过程的管理
37、，以确保钢筋制作加工的质量。本工程梁主筋连接采用滚轧直螺纹钢筋连接接头。在工程中钢筋进场和连接后必须由有资质的中心试验室进行抽样试验，合格后方可投入施工。钢筋加工时，根据施工安排，加工好的钢筋分类、编号堆放，先用的钢筋堆在上面，减少不必要的二次搬运。钢筋进场制作加工前，先检查钢筋表面是否洁净，粘着的油污、泥土、浮锈使用前必须清理干净。圆盘钢筋调直后，不得有局部弯曲、死弯、小波浪形，其表面伤痕不得使钢筋截面减小5%.文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP
38、1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10
39、Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 H
40、B3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5
41、L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 Z
42、E2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5
43、M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文
44、档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O53.钢筋切断应根据钢筋号、直径、长度和数量，长短搭配，先断长料后断短料，尽量减少和缩短钢筋短头，节约钢材。钢筋绑扎必须严格按施工图要求组织施工，钢筋绑扎尺寸、间距、位置准确，所有钢筋搭接和锚固长度必须满足设计和施工规范的要求。钢筋绑扎完后，必须整好混凝土保护层垫块，保证钢筋位置准确。4.筋绑扎施工方法和施工措施柱钢筋骨架修整底层伸出的柱搭接筋安装柱
45、钢筋骨架绑扎搭接部位箍筋(1)柱钢筋骨架：1)先将两根竖向受力钢筋平放在绑扎架上，并在钢筋上画出箍筋间距。2)根据画线位置，将箍筋套在受力筋上逐个绑扎。为防止骨架变形，宜采用反十字扣或套扣绑扎。箍筋应与受力钢筋保持垂直;箍筋弯钩叠合处，应沿受力钢筋方向错开放置。3)穿另外二根受力钢筋，并与箍筋绑扎牢固，箍筋端头平直长度不小于10d(d 为箍筋直径)，弯钩角度不小于135。4)在柱顶、柱脚与梁钢筋交接的部位，应按设计要求加密柱的箍筋，加密范围一般在梁上、下均不应小于六分之一层高或 45cm，箍筋间距不宜大于10cm(柱脚加密区箍筋待柱骨架立起搭接后再绑扎)。5)修整底层伸出的柱搭接筋：根据已放好
46、的柱位置线，文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5
47、文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:C
48、P1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M1
49、0Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7
50、HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P5L8R8 ZE2M8N5M10O5文档编码:CP1L6M10Q5P7 HB3K9P