3层框架结构办公楼施工组织设计

核准通过，归档资料。 未经允许，请勿外传！

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第一章 编 制

1.1国家法律、条例

（1）《中华人民共和国建筑法》 （2）《建设工程质量管理条例》 1.2强制性规范、标准

（1）《工程测量规范》（GB50026-93）

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办公楼 施工组织设计

（2）《建筑地基基础施工质量验收规范》（GB50202-2002） （3）《砌体工程施工质量验收规范》（GB50203-2002） （4）《混凝土结构工程施工质量验收规范》（GB50204-2002） （5）《建筑地面工程施工质量验收规范》（GB50209-2002） （6）《建筑装饰装修工程质量验收规范》（GB50210-2001） （7）《钢筋焊接及验收规程》（JGJ18-2003）

（8）《建筑给水排水及采暖工程施工质量验收规范》（GB50242-2002） （9）《建筑电气工程施工质量验收规范》（GB50303-2002） （10）《混凝土质量控制标准》（GB50164-92） （11）《混凝土强度检验评定标准》（GBJ107-87） （12）《钢筋焊接及验收规范》（JGJ18-2003） （13）《建筑机械使用安全技术规程》（JGJ33-2002） （14）《施工现场临时用电安全技术规范》（JGJ46-88） (15) 《建筑工程施工质量验收统一标准》（GB50300-2001） 1.3设计单位选用的标准图集（详见图纸） 1.4业主提供的有关资料

（1） 《 工程施工招标文件》

1 办公楼 施工组织设计

（2） 《 工程施工图纸》 （3） 《 工程招标答疑》

2 办公楼 施工组织设计

第二章 工 程 概 况

2.1工程概况

建筑面积：2057m2；

工程特点：本工程框架3层，建筑高度14.1米，工程耐火等级二级，工程抗震等级为三级，抗震设防烈度为7度，工程合理使用年限50年。

2.2

建筑地区特征

1、气候条件：基础、主体结构施工冬季，装饰工程将在春季施工。 2、场地条件：该工程位于合肥市南陵路，“三通一平”已完成，现场道路畅通，交通运输方便，施工场地较窄。

3、场地地质情况详见“地质勘察报告”。

4、临时设施：见工程施工现场平面布置图，现场施工用废水经沉淀后排入市政下水，雨水阴沟排水。

2.3 结构特征

名 称 基础 砼强等级 钢筋保护层厚度 墙体 内 容 柱下独立柱基础 基础垫层为C15，基础为C25； 框架柱、梁板均为C25，圈梁、构造柱、过梁等均为C25； 基础为40 主体柱为30，框架梁为25，板为15。 ±0.000以下采用实心砌块，M5水泥砂浆砌筑； ±0.000以上填充墙非承重混凝土空心砌块， M5.0混合砂浆砌筑。

3