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钢筋工程实用技术丛书--钢筋翻样方法与技巧(第二版)
$38.02
本书依据新图集和规范编写,理论与实践相结合,更注重实际经验的运用;结构体系上重点突出、详略得当,还注意了知识的融贯性,突出整合性的编写原则。
本书在*版的基础上,依据现行规范、标准和制图规则,紧密结合工程实际进行编写,全面介绍了钢筋翻样的方法与技巧,并列举了相关实例,实用性强,且便于查阅和携带。全书内容包括钢筋翻样基础知识,框架柱钢筋翻样,框架梁钢筋翻样,剪力墙钢筋翻样,楼板钢筋翻样以及基础钢筋翻样。 本书适合于施工单位、造价咨询单位和建设单位钢筋翻样人员阅读,也适合于结构设计人员及监理人员等参考阅读。
上官子昌,大连海洋大学,教授、院长,历任大连水产学院建筑系副主任,土木工程学院副院长,规划设计研究院院长等职务,具有国家一级注册建筑师、国家一级注册结构师、国家注册监理工程师等资格。
1钢筋翻样基础知识11.1钢筋翻样的基本要求11.2钢筋翻样的基本原则11.3钢筋翻样的基本理论21.4钢筋翻样的特性分析41.5钢筋的混凝土保护层61.5.1钢筋混凝土保护层概念61.5.2钢筋混凝土保护层原理61.5.3钢筋混凝土保护层作用81.5.4钢筋混凝土保护层控制措施91.6钢筋的锚固101.7钢筋的接头111.7.1钢筋接头的使用范围111.7.2绑扎接头的搭接长度111.7.3钢筋接头的面积规定121.8平法原理131.8.1平法的基本概念131.8.2平法的基本原理141.8.3平法的应用原理141.8.4平法制图与传统的图示方法之间的区别151.8.5应用平法应注意的问题161.8.6框架的构件要素及次梁171.8.7平法中“标准层”的正确划分181.9平法下钢筋计算的一般流程191.9.1阅读和审查图纸的基本要求191.9.2阅读和审查平法施工图的注意事项201.9.3平法钢筋计算的计划与部署221.9.4工程钢筋表221.9.5钢筋下料表231.9.6钢筋下料长度计算251.9.7钢筋设计尺寸和施工下料尺寸271.9.8钢筋计算常用数据292框架柱钢筋翻样372.1框架柱钢筋识读372.1.1列表注写方式372.1.2截面注写方式372.1.3列表注写方式识图要点382.1.4截面注写方式识图要点402.1.5柱表内容412.1.6列表注写方式与截面注写方式的区别432.2框架柱底层纵向钢筋翻样442.2.1柱纵向钢筋在基础中构造442.2.2地下室框架柱钢筋的构造462.2.3插筋翻样方法472.2.4底层及伸出二层楼面纵向钢筋翻样方法512.3框架柱中间层纵向钢筋翻样522.3.1中间层纵向钢筋构造522.3.2中间层纵向钢筋翻样方法572.4框架柱顶层钢筋翻样582.4.1顶层钢筋构造582.4.2中柱顶层钢筋翻样方法642.4.3边柱顶层钢筋翻样方法662.4.4角柱顶层钢筋翻样方法732.5框架柱钢筋翻样实例773框架梁钢筋翻样883.1框架梁钢筋识读883.1.1平面注写方式883.1.2梁的集中标注883.1.3梁的原位标注913.1.4截面注写方式983.1.5梁的构件代号1013.2框架梁钢筋构造1013.2.1楼层框架梁纵向钢筋构造1013.2.2屋面框架梁纵向钢筋构造1033.2.3框架梁水平、竖向加腋构造1043.2.4楼层框架梁、屋面框架梁等中间支座纵向钢筋构造1063.2.5框架梁KL、WKL箍筋构造1073.2.6非框架梁L、Lg配筋构造1093.2.7不伸入支座的梁下部纵向钢筋断点位置与梁侧面纵向构造筋和拉筋1113.2.8框架扁梁中柱节点1123.2.9框架扁梁边柱节点与框架扁梁箍筋构造1133.2.10框支梁KZL、转换柱ZHZ配筋构造1173.2.11框支梁KZL上部墙体开洞部位加强做法与托柱转换梁TZL托柱位置箍筋加密构造1193.2.12井字梁JZL、JZLg配筋构造1203.3框架梁钢筋翻样方法1223.3.1贯通筋翻样方法1223.3.2边跨上部直角筋翻样方法1263.3.3中间支座上部直筋翻样方法1293.3.4边跨下部跨中直角筋翻样方法1313.3.5中间跨下部筋翻样方法1343.3.6边跨和中跨搭接架立筋翻样方法1383.3.7框架梁中其他钢筋翻样方法1393.4框架梁钢筋翻样实例1434剪力墙钢筋翻样1504.1剪力墙钢筋识读1504.1.1剪力墙结构所包含的构件1504.1.2剪力墙构件的平法表达方式1554.1.3剪力墙身表1554.1.4剪力墙柱表1564.1.5剪力墙梁表1574.2剪力墙身钢筋翻样1594.2.1剪力墙身钢筋构造1594.2.2剪力墙身钢筋翻样方法1694.3剪力墙柱钢筋翻样1734.3.1剪力墙柱钢筋构造1734.3.2剪力墙柱钢筋翻样方法1804.4剪力墙梁钢筋翻样1854.4.1剪力墙梁钢筋构造1854.4.2剪力墙梁钢筋翻样方法1924.5剪力墙水平分布筋翻样方法1944.5.1端部无暗柱时剪力墙水平分布筋计算1944.5.2端部有暗柱时剪力墙水平分布筋计算1954.5.3两端为墙的L形墙水平分布筋计算1964.5.4闭合墙水平分布筋计算1974.5.5两端为转角墙的外墙水平分布筋计算1984.5.6两端为墙的U形墙水平分布筋计算1994.5.7两端为墙的室内墙水平分布筋计算1994.5.8一端为柱、另一端为墙的外墙内侧水平分布筋计算2004.5.9两端为柱的U形外墙水平分布筋计算2014.5.10一端为柱、另一端为墙的L形外墙水平分布筋计算2034.6剪力墙钢筋翻样实例2045楼板钢筋翻样2175.1楼板钢筋识读2175.1.1板的分类和钢筋配置的关系2175.1.2有梁楼盖板的平法识图2195.1.3无梁楼盖板的平法标注2265.2楼板底筋翻样2295.2.1板底筋构造2295.2.2板底筋翻样方法2305.3楼板顶筋翻样2335.3.1板顶筋构造2335.3.2板顶筋翻样方法2365.4其他板筋翻样2375.4.1中间支座负筋构造2375.4.2支座负筋翻样方法2385.4.3扣筋翻样方法2385.5楼板钢筋翻样实例2406基础钢筋翻样2576.1梁板式筏形基础钢筋翻样2576.1.1梁板式筏形基础钢筋识读2576.1.2梁板式筏形基础构造2646.1.3基础梁钢筋翻样方法2726.1.4梁板式筏基钢筋翻样方法2766.2条形基础钢筋翻样2786.2.1条形基础钢筋识读2786.2.2条形基础梁钢筋翻样方法2856.2.3条形基础钢筋翻样方法2886.3独立基础钢筋翻样2896.3.1独立基础钢筋识读2896.3.2独立基础构造3016.3.3独立基础钢筋翻样方法3106.4桩基础钢筋翻样3126.4.1桩基础钢筋识读3126.4.2桩基础构造3206.4.3承台钢筋翻样方法3326.4.4承台梁钢筋翻样方法3346.5基础钢筋翻样实例334参考文献339
前言 钢筋工程是结构工程中的重要组成部分,钢筋工程质量的好与坏直接影响结构工程质量,在钢筋工程施工中,不规范的操作、不合格的原材料等原因造成的缺陷都会危害结构,造成质量隐患,钢筋工程的作用举足轻重。钢筋翻样是根据施工图、相关规范、图集、结构受力原理、施工工艺和计算规则计算钢筋的长度、根数、重量并设计出钢筋图形的一项重要工作。 本书版于2013年出版,出版后深受读者欢迎。鉴于近年来版所涉及的部分图集、规范有所修改,其相关内容已经不能适应发展的需要,因此在版的基础上,对其中涉及图集规范的更新内容进行了修订,其中涉及图集16G101-1《混凝土结构施工图平面整体表示方法制图规则和构造详图(现浇混凝土框架、剪力墙、梁、板)》、16G101-2《混凝土结构施工图平面整体表示方法制图规则和构造详图(现浇混凝土板式楼梯)》、16G101-3《混凝土结构施工图平面整体表示方法制图规则和构造详图(独立基础、条形基础、筏形基础、桩基础)》、12G901-1《混凝土结构施工钢筋排布规则与构造详图(现浇混凝土框架、剪力墙、梁、板)》、12G901-2《混凝土结构施工钢筋排布规则与构造详图(现浇混凝土板式楼梯)》、12G901-3《混凝土结构施工钢筋排布规则与构造详图(独立基础、条形基础、筏形基础及桩基承台)》以及国家标准《混凝土结构设计规范(2015年版)》(GB 50010—2010)、《建筑抗震设计规范》(GB 50011—2010)等规范。 本书由上官子昌主编,其他编写人员还有赵春娟、赵慧、马文颖、于涛、夏欣、陶红梅、赵蕾、吕文静、姜媛、罗娜、齐丽娜、张超、张健、成育芳、刘艳君、白雅君。 在本书的编写过程中,我们得到了有关专家和学者的热情帮助,在此表示感谢。由于编者水平和学识有限,尽管编者尽心尽力,反复推敲核实,仍不免有疏漏或未尽之处,恳请有关专家和读者提出宝贵意见予以批评指正,以便做进一步修改和完善。 编者 2017年1月 版前言 随着我国国民经济持续、稳定、快速、健康的发展,钢筋以其优越的材料特性,成为大型建筑的结构形式,从而使钢筋在建筑结构中的应用比例越来越高。在施工过程中做到技术先进、经济合理、确保质量地快速施工,对我国的现代化建设事业具有重要的意义。 钢筋工程是主体结构的一个重要分项工程。钢筋翻样是根据施工图、相关规范、图集、结构受力原理、施工工艺和计算规则计算钢筋的长度、根数、重量并设计出钢筋图形的一项重要工作。目前,平法钢筋、钢筋连接等技术发展迅速,涌现出很多的新方法,工艺也在不断改善。而从事钢筋工程的设计、施工人员,对于钢筋翻样理论知识的掌握水平以及方法技巧的运用能力等仍有待提高。为了适应建筑行业迅速发展的势头,以及满足钢筋工程技术工作者与其他相关人员的需要,我们根据国家颁布实施的钢筋工程各相关设计规范、施工质量验收规范、规程以及行业标准,编写了这本《钢筋翻样方法与技巧》。 本书以的标准、规范为依据,参考11G101系列新平法图集,具有很强的针对性和实用性,理论与实践相结合,更注重实际经验的运用;结构体系上重点突出、详略得当,还注意了知识的融贯性,突出整合性的编写原则。 在本书的编写过程中,我们得到了有关专家和学者的热情帮助,在此表示感谢。由于编者水平和学识有限,尽管编者尽心尽力,反复推敲核实,但仍不免有疏漏或未尽之处,恳请有关专家和读者提出宝贵意见予以批评指正,以便做进一步修改和完善。 编者 2012年3月
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