预制钢筋混凝土装配式结构的施工组织方案

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1、WORD整理版单层工业厂房预制钢筋混凝土装配式结构安装施工方案班级：11造价五班姓名：刘媛学号:55号范文范例参考指导WORD整理版目录工程概况····················································第1页总括施工工艺················································第1页第一章：单层工业厂房结构安装方案····························第2页1.场地清理与铺设············································第2页2.基础准备····

2、··············································第2页3.构件的运输、堆放、拼装和加固······························第3页4.构件的检查、清理··········································第4页5.构件的弹性、编号··········································第5页第二章：构件吊升方法、技术··································第5页1.柱的吊装范文范例参考指导WORD整理版··················

3、································第5页1.吊车梁的吊装··············································第7页2.屋架的吊装················································第8页3.屋面板的吊装··············································第9页4.天窗架的吊装··············································第10页第一章：起重机械的选择·····················

4、·················第10页第二章：结构吊装方案········································第10页第三章：起重机的开行路线及停靠位置··························第11页第四章：构件的平面布置······································第13页第五章:质量保证措施·········································第13页1.质量保证措施范文范例参考指导WORD整理版············································

5、··第13页1.质量通病及防治措施········································第14页第一章：安全生产及文明施工措施······························第15页第二章：成品保护措施········································第16页范文范例参考指导WORD整理版一、工程概况某单位单层工业厂房工程，2011年5月1日正式开始施工，预计施工期10个月。工程概况如下：主楼：铸造车间，跨度21M，柱距6M，主体结构：预制钢筋混凝土装配式排架结构，巨星牛腿柱6t，柱埋入混凝土杯形基础0.6M。其它：T型

6、预应力吊车梁，重1.4t预应力18t折行屋架，重6t。现浇混凝土上人平屋面，坡度2%，Ⅱ级防水，采用混凝土结构自防水与SBS高聚物改性沥青防水卷材3mm+3mm设防，100厚聚苯板保温材料，陶粒混凝土最薄处30mm找坡。二次结构：加气混凝土小型砌块装饰：简单装修（水泥砂浆底面、耐水腻子四白落地）水利水电出版社二、总括施工工艺本方案包括:地下工程，预制工程，结构安装工程，维护及装饰。施工顺序：（一）基础工程施工顺序：基础工程施工的施工顺序为：基坑挖土——钎探验槽———做垫层——绑扎钢筋——安装模板——浇筑混凝土——养护——回填土等。在确定施工顺序是，厂房柱基础与设备基础的施工顺序它影响到主

7、体结构和设备安装的方法与时间。（二）预制工程的施工顺序，单层工业构件的预制。工厂预制与工地预制相结合的方法进行，一般重大，较大或运输不便的可现场预制。本工程选择先张法预应力混凝土工程。顺序为：支座准备——刷隔离剂——铺放预应力钢筋——张拉——按侧模支横向筋——浇筑混凝土——养护——放张拉预应力筋——脱模——出槽——堆放预制构件的混凝土轴心抗拉强度应达到设计值的75%以上才可以起吊。（三）结构安装的施工的顺序：安装柱子、连系梁、吊车梁