模板早拆体系施工技术规程

【精品文档】如有侵权，请联系网站删除，仅供学习与交流.....精品文档......模板早拆体系施工技术规程模板早拆体系施工技术规程篇一：DB模板早拆体系施工技术规程ICSXXXXXX备案号：XXX-XXXXDB北京市质量技术监督局北京市建设委员会DB11/XXXX—XXXX前言DB11/XXXX《模板早拆体系施工技术规程》分为4部分：——第1部分：正文——第2部分：附录——第3部分：附表——第4部分：条文说明本MATCH_ word word文档格式规范word作业纸小票打印word模板word简历模板免费word简历 _1716173280148_1根据北京市建设委员会《北京市工程技术标准年编制 计划 项目进度计划表范例计划下载计划下载计划下载课程教学计划下载 》京建科XXXX号文件的要求，根据多年现场施工实践经验积累，以TLC插卡型模板早拆体系为基础，国内外其它不同形式的模板早拆体系为借鉴，现有国家标准为依据，通过现场施工 方案 气瓶 现场处置方案 .pdf气瓶 现场处置方案 .doc见习基地管理方案.doc关于群访事件的化解方案建筑工地扬尘治理专项方案下载 的制定、实施；施工数据的积累、分析；施工工艺及质量验收标准的总结、制定；试验室及现场试验验证数据收集、分析，由编写组编制完成了北京市地方标准《模板早拆体系施工技术规程》。本标准主要内容共分9章、1个附录、3个附表。由于本标准为国内首次编制，为了提高标准质量，在执行过程中如发现需要修改和补充之处，请将意见和建议反馈至编制单位，以供下次修订时参考。本标准5.1；5.2；5.3；6.1；7.2；7.3；7.4；7.5为强制性条款，其余为推荐性条款。本标准附录1是 规范 编程规范下载gsp规范下载钢格栅规范下载警徽规范下载建设厅规范下载 性附录，附表1、附表2、附表3是资料性附录。本标准由北京市建设委员会归口管理。本标准起草单位：北京市建工集团第三建筑工程有限公司北京市泰利城建筑技术发展中心天津大学本标准主要起草人：曹勤王京生杜京程志全胡裕新丁红岩吕欣英孙合祥杨占启徐伟崔桂兰郭彦玉柴冲徐滨裴如军杨小玲刘敏IDB11/XXXX—XXXX目次1总则·······················································································································（1）2术语························································································································（2）3基本规定················································································································（3）4构配件···················································································································（4）5模板早拆体系的设计····························································································（5）6模板早拆体系的安装····························································································（6）7模板早拆体系的拆除···························································································（7）8检查与验收············································································································（8）9冬期施工················································································································（9）附录1······················································································································（10）附表1·························································································································（12）附表2·························································································································（13）附表3·························································································································（14）条文说明····················································································································（15）II1总则1.1为了在模板早拆体系设计与施工中做到技术先进、安全适用、保证质量、操作简单、经济合理，制定本规程。1.2模板早拆体系适用于框架结构、剪力墙结构住宅及公用建筑结构的梁、板结构等厚度不小于100mm且混凝土强度等级不低于C20的现浇水平结构构件施工。1.3早拆模板施工前应按本规程规定进行设计和编制施工方案，对模板支撑绘制详细的支架构图并在必要时按规范进行强度、刚度和稳定性计算。1.4钢筋混凝土水平结构构件拆模时对混凝土强度的要求与其跨度大小有直接关系，用早拆装置，保留部分模架，人为将结构跨度减小，从而实现小跨度条件下，混凝土强度达到一定数值时实现早期拆模的目的。模板早拆体系利用结构混凝土早期形成的强度、早拆装置及支架格构的布置，在缩小了的结构跨度内，实施两次拆除，第一次拆除部分模架，形成单向板或双向板支撑布局，所保留的模架待混凝土构件达到《混凝土结构工程施工质量验收规范》（GB50204-2002）拆模条件时再拆除。本规程按GB50204-2002的有关规定编制，在执行时尚应符合国家和北京市其它现行有关标准的规定。1篇二：XXX模板早拆体系施工技术规程分为4部分ICSXXXXXX备案号：XXX-XXXXDB北京市质量技术监督局北京市建设委员会DB11/XXXX—XXXX前言DB11/XXXX《模板早拆体系施工技术规程》分为4部分：——第1部分：正文——第2部分：附录——第3部分：附表——第4部分：条文说明本标准根据北京市建设委员会《北京市工程技术标准年编制计划》京建科XXXX号文件的要求，根据多年现场施工实践经验积累，以TLC插卡型模板早拆体系为基础，国内外其它不同形式的模板早拆体系为借鉴，现有国家标准为依据，通过现场施工方案的制定、实施；施工数据的积累、分析；施工工艺及质量验收标准的总结、制定；试验室及现场试验验证数据收集、分析，由编写组编制完成了北京市地方标准《模板早拆体系施工技术规程》。本标准主要内容共分9章、1个附录、3个附表。由于本标准为国内首次编制，为了提高标准质量，在执行过程中如发现需要修改和补充之处，请将意见和建议反馈至编制单位，以供下次修订时参考。本标准5.1；5.2；5.3；6.1；7.2；7.3；7.4；7.5为强制性条款，其余为推荐性条款。本标准附录1是规范性附录，附表1、附表2、附表3是资料性附录。本标准由北京市建设委员会归口管理。本标准起草单位：北京市建工集团第三建筑工程有限公司北京市泰利城建筑技术发展中心天津大学本标准主要起草人：曹勤王京生杜京程志全胡裕新丁红岩吕欣英孙合祥杨占启徐伟崔桂兰郭彦玉柴冲徐滨裴如军杨小玲刘敏IDB11/XXXX—XXXX目次1总则·······················································································································（1）2术语························································································································（2）3基本规定················································································································（3）4构配件···················································································································（4）5模板早拆体系的设计····························································································（5）6模板早拆体系的安装····························································································（6）7模板早拆体系的拆除···························································································（7）8检查与验收············································································································（8）9冬期施工················································································································（9）附录1······················································································································（10）附表1·························································································································（12）附表2·························································································································（13）附表3·························································································································（14）条文说明····················································································································（15）II1总则1.1为了在模板早拆体系设计与施工中做到技术先进、安全适用、保证质量、操作简单、经济合理，制定本规程。1.2模板早拆体系适用于框架结构、剪力墙结构住宅及公用建筑结构的梁、板结构等厚度不小于100mm且混凝土强度等级不低于C20的现浇水平结构构件施工。1.3早拆模板施工前应按本规程规定进行设计和编制施工方案，对模板支撑绘制详细的支架构图并在必要时按规范进行强度、刚度和稳定性计算。1.4钢筋混凝土水平结构构件拆模时对混凝土强度的要求与其跨度大小有直接关系，用早拆装置，保留部分模架，人为将结构跨度减小，从而实现小跨度条件下，混凝土强度达到一定数值时实现早期拆模的目的。模板早拆体系利用结构混凝土早期形成的强度、早拆装置及支架格构的布置，在缩小了的结构跨度内，实施两次拆除，第一次拆除部分模架，形成单向板或双向板支撑布局，所保留的模架待混凝土构件达到《混凝土结构工程施工质量验收规范》（GB50204-2002）拆模条件时再拆除。本规程按GB50204-2002的有关规定编制，在执行时尚应符合国家和北京市其它现行有关标准的规定。1篇三：模板早拆体系技术指导书模板早拆体系技术指导书目录一、模板早拆体系的基本构造二、模板早拆支架特点三、适用范围四、工艺原理五、模板工程设计六、材料与设备七、质量保证八、安全措施九、工程实例照片建筑集团有限公司201年月模板早拆体系技术指导书一、模板早拆体系的基本构造模板早拆支架由插卡型多功能脚手架构成，该脚手架由立杆、顶杆与横杆、三角架通过插头、插座插卡配合，形成结构尺寸规范的模板支架。1．插卡型多功能脚手架。(1)由专用检测工具检测达标的模具控制精铸而成的整体式插头、插座，在装配工艺生产线上装配形成立杆、横杆等脚手架的杆部件。(2)脚手架的立杆、顶杆与横杆、三角支架通过插头、插座插卡配合，形成结构尺寸规范的支承格构——模板支架。该支架的联结点，能够承受弯矩、冲剪及扭矩，使之形成具有自稳及整体稳定性能良好的空间支架结构。(3)该脚手架的立杆分两个系列，一个是由通用立杆及顶杆(立杆可以接高)形成的任意高度的大空间模板支架；而另一个是由2.0m、2.1m专用立杆(不能接高)形成的只适应层高为2.6m至3.0m建筑的空间模板支架(下部可加可调底座)。2．可调型组装式模板早拆柱头。