污水处理厂二期工程施工组织设计.doc
编制说明
第一章 工程概况
第二章 总体施工图布置、施工程序
2.1主要管理目标
2.2主要工艺计划
2.3施工程序
第三章 施工组织机构
3.1施工组织
3.2组织保证体系
3.3质量保证体系
3.4安全保证体系
第四章 主要分项、分部工程的施工方法
4.1测量工程施工方法
4.2降水工程施工方法
4.3土方工程施工方法
4.4钢筋工程施工方法
4.5模板工程施工方法
4.6砼工程施工方法
4.7吊装工程施工方法
4.8砌筑工程施工方法
4.9屋面、卫生间防水工程施工方法
4.10装饰工程施工方法
第五章 冬期施工措施
5.1人员组织
5.2冬期限施工措施
5.3几项主要技术措施
5.4冬施安全措施
第六章 农忙及雨季施工措施
第七章 施工进度计划
第八章 质量目标、质量保证措施、质量保证金
8.1质量目标
8.2质量保证金
8.3质量保证措施
第九章 工期保证措施、工期保证金
9.1工期保证金
9.2经济措施
9.3技术措施
9.4组织措施
第十章 安全保证措施
10.1安全目标
10.2安全保证措施
第十一章 文明施工组织措施
第十二章 施工机械设备计划、用水、用电计算
12.1机械设备用量计划
12.2用电量计算
12.3用水量计算
第十三章 施工用劳动力计划
第十四章 施工准备工作计划
14.1技术准备
14.2现场准备
14.3组织准备
第十五章 施工现场平面布置图
1.1工程简介
本标段污水处理工程,系xxx污水处理厂的二期(招)投标工程,和前期施工的大部分主体工程是同一建设项目,地处xx市祭城乡,由xx市工程设计院设计,设计规模为日处理污水40万吨。属国务院淮河治理重点工程,也是省、市重点工程。该工程的建成,对改善xx市的投资环境,治理淮河流域的环境污染都具有十分重要的意义。
1.2 本标段工程范围
本标段包括下列子项工程
101进水泵房
102曝气沉砂石
107鼓风机房
209污泥脱水机房
210运泥饼车库
301总变电站
303变电站
305第一分控室
306第二分控室等十九个子项
1.3本标段工程概况
本标段共19项土建工程,每个单位工程规模较小,主要工程简介如下:
1.3.1进水泵房是一钢筋砼水池构筑物,规模为3248立方米,是整个污水处理厂结构埋深最深的构筑物,其底板垫层底标高为76.41,距地表9米,需进行深井降水。
底板厚600mm,池壁厚500mm,砼量相对较大,砼采用C25,S6抗渗砼,约976立方米。
1.3.2曝气沉砂池是该标段工程量规模最大的构筑物,其建筑规模为11396立方。是一钢筋砼池槽式构筑物。其砼采用C25,S6抗渗砼
1.3.3脱水机房是一排架结构的二层厂房。长36.48m,宽12.48m,建筑面积为822平方米;本工程采用独立柱独立基础,预制柱,12米跨双坡薄腹梁,开间6M,使用6*1.5米标准槽形屋面板。内设有桥式吊车,故柱子设上下双牛腿,上承吊车梁,下承二层运行层现浇梁板。
2009-5/污水处理厂二期工程施工组织设计.rar
Preparation instructions
Chapter Project Overview
Chapter general layout drawings, construction procedures
2.1 The main objectives of management
2.2 The main technical program
2.3 Construction Procedure
Chapter III Construction Organization
3.1 Construction Organization
3.2 of the Guarantee System
3.3 Quality Assurance System
3.4 Safety Assurance System
Chapter Four sub, division method works
4.1 Construction Method of Measurement
4.2 Construction Method of precipitation
4.3 Earthwork Construction Method
4.4 Reinforced construction method
4.5 Construction Method Templates
4.6 Construction Method of Concrete
4.7 Construction Method of hoisting
4.8 Construction Method of masonry
4.9 roofing, bathroom waterproofing construction method
4.10 Construction Method of Decoration
Chapter V Winter construction measures
5.1 staff organizations
5.2 Construction of measures in the winter period
5.3 The major techniques of measures
5.4 safety in winter
Chapter VI busy and construction measures of the rainy season
Chapter VII of the Construction Schedule
Chapter VIII of the quality objectives, quality assurance measures, the quality margin
8.1 Quality objectives
8.2 Quality margin
8.3 Quality assurance measures
Chapter IX schedule assurance measures, time deposit
9.1 Duration margin
9.2 Economic measures
9.3 Technical measures
9.4 Organization of measures
Chapter safety assurance measures
10.1 Safety Goals
10.2 Safety assurance measures
Chapter XI organizational measures civilized construction
Chapter XII of construction machinery and equipment planning, water, electricity calculation
12.1 The amount of mechanical equipment plan
12.2 electricity consumption
Water consumption calculation 12.3
Chapter XIII plans used for the construction workforce
Chapter XIV construction plan preparation
Technical preparations 14.1
14.2 The site preparation
14.3 Organization to prepare
Chapter XV of the construction site, floor plan
1.1 Project Description
The tenders sewage treatment works, sewage treatment plant system xxx 2 (strokes) Tender works, and most of the main pre-construction works of the same construction project, located in the city festival of urban and rural xx by xx Municipal Engineering Design Institute, Design scale is a 400,000 tons of sewage. Key projects for harnessing the Huaihe River is the State Council, is also provincial and municipal key projects. The completion of the project, to improve the investment environment in the city xx, Huai River pollution control are of great significance.
1.2 The scope of works Lot
The tenders include the following sub projects
101 water pumping stations
102 Shen sand aeration
107 Blower Housing
Sludge dewatering room 209
210 mud cake garage
301 Main Substations
303 Substation
305 The first sub control room
306 control room and the second sub-sub-item 19
1.3 Project Overview Lot
The total of 19 civil works tenders, each unit of smaller scale projects, major projects are summarized below:
1.3.1 water pumping station is a reinforced concrete pool structure, size of 3248 cubic meters, is the depth of the sewage treatment plant structure, most structures, the bottom cushion the bottom elevation of 76.41, Jude Biao 9 meters, the need for deep precipitation.
Floor thickness 600mm, pool wall thickness 500mm, a relatively large amount of concrete, concrete with C25, S6 impermeability of concrete, about 976 cubic meters.
1.3.2 Lot grit chamber is the largest quantities of structures, the construction scale is 11,396 cubic meters. Is a structure of reinforced concrete pool trough. The Concrete using C25, S6 impermeability of concrete
1.3.3 dehydration machine room is a bent structure of two-story factory. Long 36.48m, width 12.48m, construction area of 82.2 square meters; this project is adopted based on independent separate column, precast column, 12 meter cross double slope Thin Web Beam, bay 6M, a 6 * 1.5 m standard groove roof. Are equipped with overhead crane, so the upper and lower pairs of bracket pillar design, deck crane beam, the next layer of cast slab bearing two-story operation.
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