六、钢筋工程施工方案.doc

1.2钢筋工程承包方式
总   包：北京××工程公司××项目经理部
钢筋分包：××省建筑工程总公司××分公司
××省×××建筑工程公司
1.3施工条件
加工场地布置在现场南侧，见总平面布置（图略），相关二级电箱布置到加工场，见临电布置图（图略）。
1.4生活条件
总包方负责提供分包方工人居住、生活场地，交通电分包方自行负责。
2、施工总体安排
2.1施工准备
2.1.1测量准备
根据平面控制网，在防水保护层上放出轴线和基础梁、墙、柱位置线；底板上层钢筋绑扎完成后工地测量人员必须组织测放墙、柱插筋位置线（每跨至少两点用红油漆标注）。
顶板砼浇注完成，支设竖向模板前，在板上放出该层平面控制轴线。待竖向钢筋绑扎完成后，在每层竖向钢筋上部标出标高控制点。
2.1.2机具准备
（1）剥肋滚压直螺纹机械连接机具
1.2 RC Engineering Contract
Total Package: Beijing × × × × Engineering Division Project Manager
Steel sub: × × × × Branch Province Construction Engineering Corporation
× × × × × Provincial Construction Engineering Corporation
1.3 Construction Conditions
Processing site layout at the scene south, see the general layout (figure omitted), related to the secondary power processing box layout, see Layout of temporary power (Figure omitted).
1.4 Living conditions
The total package will be responsible for providing sub-side workers to live, live venues, transport electricity sub-side themselves.
2, the overall arrangements for construction
2.1 Construction of preparation
2.1.1 Measurement preparation
According to horizontal control network, in a waterproof protective layer on the release and the foundation beam axis, wall, column line of position; bottom after the completion of the upper steel banding site measurements must measure up the wall tissue, column Reinforcing line of position (at least two points each with a red cross paint mark).
Note roof Tongjiao complete set of vertical template support, before release of the layer plane in the on-board control axis. Vertical steel banding to be completed, the vertical reinforcement at each control point elevation of the upper mark.
2.1.2 equipment ready
(1) peel rolled straight thread connection equipment