中水回用工程施工组织设计

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第一章、总体概况 ····································································· 3

1、施工组织设计编制总说明 ·················································· 3 2、工程概况······································································· 4 3、工程基本情况及施工平面布置（附施工平面布置图） ·············· 4 4、水文地质条件 ································································· 4 5、质量目标······································································· 4 第二章、编制依据 ····································································· 5

1、编制依据······································································· 5 2、编制说明······································································· 7 第三章、工程进度计划与措施 ······················································ 8 1、工程进度计划································································· 8

2、保证进度计划措施 ·························································· 8 3、施工进度计划的实施与管理 ·············································· 8 第四章、施工准备 ···································································· 10 一、技术准备 ···································································· 10 二、施工现场准备 ······························································ 11 第五章、施工方案 ···································································· 12 一、施工管理与专业技术配备 ··············································· 12

二、絮凝池、高速滤池等混凝土结构施工 ································ 13 三、土建施工方案 ······························································ 19 四、工艺管道安装工程 ························································ 27 五、设备安装工程 ······························································ 32

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----------------------------精品word文档 值得下载 值得拥有---------------------------------------------- 六、电照施工方案 ······························································ 38 第六章、确保工程质量的技术组织措施 ········································· 42

一、组织措施 ···································································· 42 二、质量保证技术措施 ························································ 44 三、冬季施工措施 ······························································ 45 第七章、确保工期的技术组织措施 ················································· 46

一、保证人员和施工设备满足施工需要的措施 ·························· 46 二、保证连续施工措施 ························································ 47 三、进度管理措施 ······························································ 47 第八章、关键施工技术、工艺及工程项目实施的重点、难点及解决方案

一、重点、难点 ································································· 48 二、解决方案 ···································································· 48 第九章、确保安全生产、文明施工以及环境保护措施 ······················· 51

一、安全生产保证措施 ························································ 51 二、文明施工措施 ······························································ 54 三、环境保护、减少扰民措施 ··············································· 57 第十章、地面及地下设施保护措施 ··············································· 58 第十一章、资源配备计划 ··························································· 59

1、劳动力配备计划 ······························································ 59 2、主要施工机械配备计划 ···················································· 60 第十二章、施工总平面布置图 ···················································· 62

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第一章 总体概况

一、施工组织设计编制总说明

本工程为漯河市沙南污水处理厂中水回用工程，位于漯河市沙南污水处理厂内，我公司凭借多年施工经验、雄厚的技术管理力量、经济实力和机械设备拥有量，凭借良好的信誉，无论从施工方案、人员设置、机械配备，或者材料供应、服务等方面都会争取做到最好 全力以赴争取中标，如果中标 ，我们将会把此工程列为我公司的重点工程项目，以全公司为依托、为后盾，优质高速地完成本工程的施工，交出让用户满意的精品。 我公司在该工程施工中，将以优质、高速、安全、文明为施工宗旨，本着对业主高度负责的态度，确定在170天内完成工程的施工。使该工程质量符合国家质量验收标准，达到优良。在施工中，我公司本着对业主高度负责的态度，将积极与质量监督部门配合，服从建设单位及监理工程师的管理，从严控制工程质量，在保证工程质量的同时认真做好安全文明施工。制定环保措施，控制噪音及杜绝各种声、光、尘污染；制定安全生产措施，建立安全保证体系，确保施工中不发生伤亡事故，创建安全文明工地。同时，在施工中协同建设单位开展“增收节支、开源节流”活动，提出更多合理化建议，力争“少花钱、多办事、办实事”，将建设单位投资的每一分钱落到实处，以达到有效控制投资的目的，更好更快地交出让业主满意的精品工程。

本《施工组织设计》作为指导施工的技术性文件，编制时对各分部分项工程的工期、质量目标、项目管理机构设置与劳动力组织、施工进度计划

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----------------------------精品word文档 值得下载 值得拥有---------------------------------------------- 控制、机械设备配备、主要技术措施、安全、文明施工及降低成本等诸多因素尽可能做到充分考虑，突出其科学性、适用性及针对性。

二、工程概况：

漯河市沙南污水处理厂中水会用工程，设计规模为8.0万m3/d，建筑面积2175m2。本工程包括絮凝池、高速滤池及反冲洗设备间、提升泵房等构筑物。该工程所有构（建）筑物安全等级为二级，设计使用年限为50年。其中提升泵房垫层砼强度等级为C15，其他同强度等级为C30，抗渗等级为S6；絮凝池垫层砼强度等级为C15，池内填料为C15素砼，其余砼的强度等级为C30，池壁、底板、连接渠道等挡水构件抗渗等级均为S6；高速滤池及反冲洗设备间为两层钢筋砼框架结构，结构砼的强度等级为C30，地板下垫层的强度等级为C15，池内填料为C15，滤池、滤柱为C30细石砼，砼抗冻等级为F150，砌体采用M7.5水泥砂浆砌MU10砖。

本工程建设概况： 建设单位：漯河市水务投资有限公司；勘察单位：漯河市诚信岩土工程勘察有限公司；设计单位：中国市政工程中南设计研究总院；施工单位：河南隆基建设有限公司；监理单位：河南四方建设管理有限公司。

三、工程基本情况及施工平面布置（附施工平面布置图） 3.1施工平面布置：

3.1.1施工道路：由建设单位提供的道路接入点接建本标段临时施工通道，临时施工道路应能保证雨季施工时畅通，不因雨而影响材料、设备的运输。

3.1.2施工用水：由甲方引入施工现场的水源处接至施工点。 3.1.3施工用电：由甲方引入施工现场的电源接入地点引入至施工点，并在现场设配电室和备用发电机。

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