JGJ231-2010 建筑施工承插型盘扣式钢管支架安全技术规程

《JGJ231-2010 建筑施工承插型盘扣式钢管支架安全技术规程》由会员上传分享，免费在线阅读，更多相关内容在学术论文-天天文库。

1、UDC中华人民共和国行业标准JJGGJJPJGJ231—2010建筑施工承插型盘扣式钢管支架安全技术规程TechnicalspecificationforsafetyofDisklockSteeltubularScaffoldinconstruction中华人民共和国住房和城乡建设部发布中华人民共和国行业标准建筑施工承插型盘扣式钢管支架安全技术规程TechnicalspecificationforsafetyofDisklockSteeltubularScaffoldinconstructionJGJ231—2010批准部门：中华人民共和国住房和

2、城乡建设部中国建筑工业出版社北京前言根据住房和城乡建设部《关于印发〈2008年工程建设标准规范制订、修订计划（第一批〉的通知》（建标[2008]102号）的要求，规程编制组经广泛调查研究，认真总结实践经验，参考有关国际标准和国外先进标准，并在广泛征求意见的基础上，制定本规程。本规程的主要技术内容是：1总则；2术语、符号；3主要构配件的材质及制作质量要求；4荷载；5结构设计计算；6构造要求；7搭设与拆除；8检查与验收；9安全管理与维护。本规程中以黑体字标志的条文为强制性条文，必须严格执行。本规程由住房和城乡建设部负责管理和对强制性条文的解释，由东南

3、大学土木工程施工研究所负责具体技术内容的解释。执行过程中如有意见或建议，请寄送给南通新华建筑集团有限公司（地址：江苏省南通市通州区新金路34号，邮编：226300）、无锡市锡山三建实业有限公司（地址：江苏省无锡市锡山区锡港西路107号，邮编：214194）。本规程主编单位：南通新华建筑集团有限公司无锡市锡山三建实业有限公司本规程参编单位：东南大学土木工程施工研究所无锡速接系统模板有限公司无锡速捷脚手架工程有限公司无锡速建脚手架工程技术有限公司无锡市前友工程咨询检测有限公司北京捷安脚手架工程有限公司上海市建工设计研究院本规程主要起草人员：易杰祥郭正

4、兴邹明武雷钱云皋戴俊萍董克林徐宏均沈高传陈安英邬建华钱新华陈传为严训许强朱军本规程主要审查人员：1目次1总则········································································12术语符号···································································22.1术语·····································································22

5、.2符号·····································································33主要构配件的材质及制作质量要求···············································53.1主要构配件·······························································53.2材质要求···························································

6、······53.3制作质量要求·····························································64荷载········································································74.1荷载分类·································································74.2荷载标准值·········································

7、······················74.3荷载的分项系数···························································84.4荷载效应组合·····························································95结构设计计算································································105.1基本设计规定······························

8、·······························105.2地基承载力计算·························