市次干路道路雨水污水工程施工组织设计技术标.docx

市次干路道路雨水污水工程施工组织设计技术标.docx

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市次干路道路雨水污水工程施工组织设计技术标

技

术

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部

分

第一章总则··············································3-4

一、编制说明············································3-4

二、编制依据············································3-4

第二章工程概况··········································3-6

一、工程简介············································3-6

二、道路工程············································3-6

三、排水工程············································3-9

四、施工注意事项·········································3-10

五、工期···············································3-11

六、质量目标···········································3-11

七、安全目标···········································3-12

八、工程特点···········································3-12

第三章施工方案与技术措施·······························3-13

一、施工方案···········································3-13

（一）施工原则·······································3-13

（二）施工计划及施工方案安排·························3-13

二、施工技术措施·······································3-13

（一）污水工程·······································3-13

（二）雨水工程·······································3-19

（三）道路工程·······································3-24

第四章质量管理体系与措施·······························3-44

一、质量保证措施·······································3-44

二、施工准备阶段质量控制································3-45

三、施工阶段的质量控制··································3-46

四、竣工验收阶段质量控制·······························3-47

五、工程质量控制的实验方法·······························3-47

六、竣工资料的整理及评定·······························3-47

第五章安全管理体系与措施·······························3-49

一、建立安全生产保证体系·······························3-49

二、安全生产目标·······································3-49

三、交通疏导安全措施···································3-49

四、确保安全生产的技术组织措施·························3-50

五、应急组织及处理突发事件的措施·······················3-52

第六章文明及环保管理体系与措施·························3-55

一、文明施工管理体系与措施·······························3-55

二、环境保护管理体系与措施·····························3-57

第七章工程进度计划与措施·······························3-60

一、施工原则···········································3-60

二、工程施工计划·······································3-60

三、施工进度计划图·····································3-60

四、确保工期的技术组织措施·····························3-61

五、施工准备工作·······································3-63

第八章施工期间的保通措施································3-66

第九章配合措施·········································3-67

第十章资源配备计划·····································3-69

一、劳动力配备计划·····································3-69

二、主要施工机械及仪器配备计划··························3-70三、材料配备计划·······································3-71

第十一章项目管理班子的配备·······························3-72

一、项目管理机构组成···································3-72

二、明确项目部各职人员职责·······························3-73

第十二章施工总平面图··································3-78

第十三章质量通病的防治措施······························3-80

第十四章冬、雨季施工措施·································3-92

一、冬季施工措施·······································3-92

二、雨季施工措·施········································3-93

第十五章按报价完成工程建设的技术和管理措施·············3-97

一、确保按报价完成工程建设的技术措施···················3-97

二、确保按报价完成工程建设的管理措施···················3-97

附表一拟投入的主要施工设备表···························3-99

附表二拟配备的试验和检测仪器设备表·····················3-101

附表三劳动力计划表····································3-102

附表四施工进度表······································3-103

附表五施工总平面图····································3-104

附表六临时用地表······································3-105

施工组织设计

第一章总则

一、编制说明

1、我公司经过认真研究招标文件、设计图纸，仔细考察工程现场，对工程所处的位置进行综合研究，结合我公司多年的施工经验和目前的施工技术，组织编制了本施工组织设计。

2、在本工程组织设计编制中，充分考虑了各关键工序和重点工序及相互间的衔接与协调的可行性，及其相应的施工技术方案和工艺操作方法，本工程现场的地质条件、地上地下管线和交通情况可能对本工程产生影响，都作了充分的估计和准备。

3、如果我公司中标，我们将在施工的全过程密切配合建设及监理单位的工作，并与周边单位、村庄、社区群众协调好关系，创造良好的施工环境，确保本工程施工合同的全面履行。

4、本施工组织设计只对本次招标范围第4标段湖西路（郑上路～风茂街）污水、雨水、道路工程有效。

二、编制依据

1、郑州天一招标咨询有限公司《郑州市金桥路（桂园路～香山路）等4条道路工程施工招标文件》,编号ZZTY-2011-027；

2、郑州市金桥路（桂圆路～香山路）等4条道路工程施工招标答疑；

3、郑州市金桥路（桂圆路～香山路）等4条道路工程施工招标答疑

（二）；

4、中铁第一勘察设计院集团有限公司：

郑州市湖西路（郑上路～风茂街）南段道路工程施工图设计（全一册）；

5、《给水排水管道工程施工及验收规范》GB50268-2008；

6、《砌体工程施工质量验收规范》GB50203-2002；

7、《公路路面基层施工技术规范》TJ034-2000；

8、《公路沥青路面施工技术规范》JTGF40-2004;

9、《沥青路面施工及验收规范》GB5009-96;

10、《城镇道路工程施工与质量验收规范》CJJ1-2008；

11、郑州市建设委员会郑建[2007]98号文《关于促进新型墙体材料发展全面禁用粘土类墙体材料的通知》；

12、河南恒兴工程建设有限公司《程序文件》及《管理手册》。

第二章工程概况

一、工程简介

郑州市金桥路（桂圆路～香山路）等4条道路工程，包含道路、雨水、污水工程。

本施工组织设计为本次招标范围的第4标段—湖西路（郑上路～风茂街）道路、雨水、污水工程。

二、道路工程

1、郑州市湖西路（郑上路～风茂街）位于郑州市中原区西流湖以西，规划为南北向城市次干路，道路红线宽30m，路段全长1050m。

2、道路平面设计

湖西路南段共设3个曲线，最小曲线半径为200m，交叉口分别进行规范化交通控制设计。

3、道路纵断面设计

根据连接郑上路起点实测高程及规划路交叉口的规划高程进行控制。

最大坡度为2.0%，最小纵坡度0.45%。

4、道路横断面设计

湖西路南段横断面布置形式为：

6m（人行道）+18m（混行车道）+6m（人行道）。

道路设计标高为道路路面中心线标高。

5、路基、路面设计

⑴路基横断面布置

6m（人行道）+18m（混行车道）+6m（人行道）。

⑵一般路基工程

①边坡设计

局部有条件放坡的填方路段，边坡坡度为1:

1.5；挖方路段，边坡坡率为1:

1～1：

1.5。

②填料、压实度

路基填料均匀、密实，优先选用级配较好的砾类石、砂类石等粗粒土；挡土墙背优先选用渗水性良好的填料。

填方路基分层铺筑，均匀压实，并严格控制分层厚度，注意不同填料的填筑顺序。

土质路基压实度（重型）符合以下要求：

一般路堤，路面底面以下：

0～80cm不小于95%，大于80cm不小于93%。

零填方及路堑路面底面以下0～30cm的路床不小于95%。

③路基边坡防护工程

AK0+720～AK0+770段填方地段右侧边坡设扶壁式路肩挡土墙收坡，墙顶设防护栏杆。

挡土墙型采用悬臂式路肩挡土墙，挡土墙墙身、底板均采用C30混凝土现浇。

受力钢筋为Ⅱ级钢筋，分布筋为Ⅰ级钢筋，钢筋最小保护层厚度不小于3.0cm。

为控制沉降及增加承载力，挡土墙基底设1.0m碎石垫层