南京至常州高速公路NC-W J4 标段 先张法预应力混凝土空心板梁预制 施工组织设计 中铁十二局集团第四工程有限公司 宁常高速公路NC-W J4 标段项目经理部 二ОО五年九月五日宁 常 高 速 公 路NC-WJ4 标 段 先张法预应力混凝土空心板梁预制施工组织设计 1 目 录 一、编制依据············································1 二、工程概况············································1 三、施工组织安排及施工方案······························1 四、施工进度计划安排····································1 五、人、料、机进场计划··································3 六、资金流动计划········································4 七、现场管理组织设置及人员分工··························5 八、质量保证体系及保证措施······························5 九、重点工序施工质量保证措施····························7 十、安全保证体系及保证措施······························9 十一、环境保护及文明施工措施···························10宁 常 高 速 公 路NC-WJ4 标 段 先张法预应力混凝土空心板梁预制施工组织设计 1 先张法预应力混凝土空心板梁预制 施工组织设计 一、编制依据 1、中华人民共和国交通部颁标准 JTJ041-2000《公路桥涵施工技术规范》
2、中华人民共和国交通部部颁标准 JTG F80/1-20