乌干达国家标准局施工组织设计(合并版).doc

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目 录Contents

一、编制说明Explanation to the Compilation 2
二、工程概况 Project Profile 2
三、施工准备 Preparations for the Commencement 3
四、项目组织管理机构The Project Administration Organization 6
五、土建部分主要施工方法The Main Construction Method for the Civil Work 8
七、安装部分主要施工方法Main working plan for installation 25
八、季节性施工措施Working plan for seasonality 35
九、质量保证措施Quality guarantee measurement 39
十、工期保证措施The steps for time limitation guarantee 43
十一、安全生产措施Security Production Measurement 47
十二、现场文明施工措施Field civilization working measures 57
十三、环境卫生保护措施Sanitation protectin measures 58
十四、施工总平面布置图The layout of the jobsite 60
十五、附图附表 The figure and attached list 63

一、编制说明Explanation to the Compilation
1.1编制原则The Principles of the Compilation
本施工组织设计只是根据业主所提供的资料以及结合现场条件、工程特点进行编制的，着重于施工方案、技术措施、施工管理措施、施工形象进度计划、现场平面布置、机械设备及人员组织机构配置、施工中的重点难点技术措施的编制。
The present proposal, with a view to the bidding stage, is made and based on the technical specifications stated in the tender documents. It is concentrated in the execution plan, technical and management measures, progress scheme, site layout, machines and equipments, labor forces, site management organization and measures to be taken for the main and difficult work execution. It is only a proposal made to comply with the project drawings and the details stated in the bidding documents. This company will compile one complete and detailed execution schedule based on the Project characteristics and design demands
1.2编制依据Gist for the Compilation
本工程根据乌干达国家标准局项目招标文件、设计图纸、结合现场条件及工程特点进行编制；The compilation in accordance with bidding instruction, design drawing, site condition and the characteristic of project for Ungada National Bureau Of Standards Administration Block Project.
二、工程概况 Project Profile
本工程为新建工程，工程位于：乌干达坎培拉市区。总使用面积为4826 m²，新建建筑占地面积约1000 m²。新建建筑地下室一层，地上最高五层，建筑高度为22.4米。由乌干达政府投资兴建，由Arch Forum Ltd公司设计。总工期为307天。
This project is new construction, The site Located at Plot 2-12 by pass link, Bweyogerere.Total usable floor area is 4826 m², new construction occupies approximately 1000 m². The block is divided sub structure and super structure. The height is 22.4 meters. The client is Uganda National Bureau of Standards. The lead consultant is Arch Forum Limited. The construction period is 307 days.
三、施工准备 Preparations for the Commencement
3.1现场准备 Site Preparation
3.1.1按施工现场平面布置图搭建生产和生活临时设施,做好现场临时施工道路、施工用水电的布置、现场污水、雨水排放明沟，现场安全防护设施搭建等工作。Set up the temporary facilities for site production and life as per the site layout. Prepare well the temporary access, water and power, sewage disposal, rain water discharge and the safety protection facilities and etc. for the commencement.
3.1.2布置好现场的工程概况牌、安全生产标志牌、劳动纪律牌等“一图五牌”。Set up at the site the two charts and six boards: the project plate, safe production marks, work disciplines board and etc.
3.1.3组织施工人员进场,并做好各项教育工作。Organize the work force, move into the site and do well educational work and others.
3.2施工技术准备Preparations for execution techniques
施工技术准备的主要内容,可以归纳为以下四个方面:一是组织图纸会审；二是编制开工前的各项方案、措施；三是进行工程定位，开展施工测量；四是完成技术、检验机制的建立。其具体内容是：The main thing in this regard are the following four parts: study and examine the drawings; work out the schedules for the commencement; start the project location and surveying work; establish the mechanism of the technique identification and quality inspection. The details are:
3.2.1及时组织技术人员,预算员认真熟悉施工图纸,参与图纸会审和技术交底; Timely organize the technicians and quantity surveyors to get familiar with all the drawings. They shall participate in the drawings studying and examining, and explain all the technical details.
3.2.2编制施工图预算和月旬作业计划,提供材料的需要量计划; Work out the project budget and the schedules for monthly and 10-day’s site work, and also the materials supply plan.
3.2.3商请建设单位组织移交、规划红线、座标、标高等；Consult with the Client to hand over the site, plot lines, bench marks and levels, etc.
3.2.4组织专业技术人员进行模板和钢筋的翻样工作; Organize the professional technicians to work out shop drawings for all the moulding board and steel work.
3.2.5做好各种进场材料的质量检验等准备工作。Do a good job in checking all those materials to be brought into the site and concrete mix preparations.
3.2.6根据工程施工需要,结合外围电网的情况和市政供水管网的情况,进行施工用电用水设计。Work out the consumption schedule for the water and power needed for the project as per the requirements of the project execution and the status of electricity grid and city water supply.
3.3主要机械设备、周转材料及劳动力资源配备Preparations of Major mechanical equipments, cycling materials and work forces
根据本工程的施工规模及结构形式，为了顺利快速地完成本工程，交付给业主早日投产使用，拟投入的机械设备及劳动力详下表。As per the project scale and structural formation and in order to smoothly complete the execution so as to hand over to the client for the early operation, it is proposed to allocate of the following equipments and labor forces as the form listed below:
主要施工机械和材料一览表
Major Machines and Materials for the Project
序号S.No
名称Descriptions
型号
Model
数量Q’ty
单位Unit
用电量/台(KW) Power Consumption
进场安排Date to bring in
1
挖掘机Excavator

1
辆Unit
2.8

2
砼搅拌机Concrete Mixer
JZC500
1
台Unit
5.5
3
砂浆拌和机Mortar Mixer
UJ200
1
台Unit
2.2
4
龙门吊
Gantry Crane

2
台Unit

5
钢筋切断机Cutting M/C
GQ-40
1
台Unit
3
6
钢筋弯曲机Bending M/C
GW-40
1
台Unit
3
7
电焊机
Welding M/C
BX1-500
5
台Unit
23.4
8
输送泵 Transfer Pump
HBT60-13-905
1
台Unit
90
9
圆盘锯
Disc Saw
MJ106
2
台Unit
5.5
10
插入式振捣器Vibrators
HZ6X-50
10
台Unit
1.5
11
平板振动器Plate Compactor
PZ-501
1
台Unit
0.5
12
镝灯Dysprosium lamp

4
盏Unit

13
水准仪 water level
S3
1
台Unit

14
全站仪 Total Station
J2
1
台Unit

15
柴油发电机diesel-driven generator
12V135AD
1
台Unit

3.4劳动力资源配备 Labor Forces
劳动力安排一览表
Labor Forces List

序号
S.No.
工种名称
Trade
数量
Number
单位
unit
备注Remarks
1
泥工Mason
20
人person
按实际
开工日
期陆续
进场
Enter
the site
as per the requirements
on site
2
木工Carpenter
25
人person
3
钢筋工Rebar man
20
人person
4
架子工Scaffolder
5
人person
5
电工Electrician
8
人person
6
龙门吊司机
Gantry Crane Operator
2
人person
7
砼工Unskilled Labor
10
人person
8
管道工pipeliner
6
人person
9
电焊工electric welding
6
人person
10
油漆工 painter
2
人person
11
铆工riveter
1
人person

四、项目组织管理机构The Project Administration Organization
4.1 现场项目部机构的设置 The setting for site project department organization
4.1.1、项目经理部组织机构框图 The frame for project department organization
施工组织机构框图
The block diagram for site organization
决策层
项 目 经 理 部

财 务 审 计 部
管 理 层
后 勤 保 障 部
经 营 计 划 部
物 资 采 购 部
质 量 安 全 部
工 程 技 术 部

安装
队
土 建 队

作 业 层

4．1.2 项目经理部职能：项目经理部对项目施工中的各项工作进行指挥、调度、管理和协调。
The project department function: each item work is commanded, controlled, managed and coordinated in the construction of the project.
4．1.2．1 项目经理部的决策层：由项目经理、项目副经理、总工组成，对本工程行使计划、组织、协调、控制、监督和指挥调度职能。
The Project decision layer: be made up of project manager, vice-project manager and general engineer. This layer function is make plan, organization, coordination, supervision and control, command.
4．1.2．2 项目管理层：在项目经理的领导下，由各职能模块负责人组成，对工程质量、技术、安全、成本等进行全过程的具体管理和协调控制。
The Project management layer: be made up of department principal. This layer function is specific management and coordination control for quality, technology, safety, cost of the entire project process.
4．1.2．3 项目作业层：由具有熟练操作技能和操作经验的工人组成，项目实施中明确施工目标、责任和义务。
The Project implementation layer: be made up of workers who have skilled operation and operation experience.
五、土建部分主要施工方法The Main Construction Method for the Civil Work
5.1施工工艺流程Technological Process for Site Execution
5.1.1基础及地下室施工工艺流程Technological process for site execution of t9999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999999tthe foundation and lower ground floor.
1、基础底板施工顺序 The foundation slab construction sequence
清理基坑→垫层→弹线→底板筋→墙、柱插筋→校正（含预留、预埋）→混凝土浇捣→养护。
Clear foundation pit→blinding→cloumn marking→put wall and column rebar→rectification(first fix)→cast concrete→curing
2、条基和柱基Strip foundation and Cloumn base
测量放线 → 砼垫层 → 测量弹线 → 基础钢筋绑扎 → 基础立模→基础浇筑砼 → 预埋管线→ 回填土、平整场地。
Setting out →Plain concrete blinding →measure and snapline →install the rebar of foundation → install the formwork of foundation → cast foundation concrete→ first fix pipe lay in the foundation wall → backfill, level the site
3． 地下室结构施工顺序The construction sequence for lower ground floor structure
弹线分中→墙（柱）钢筋绑扎→支模（含支模架）→墙、柱混凝土→梁支模架→梁底板→梁钢筋→梁侧模→梁浇筑→浇板顶混凝土（ 水电预留预埋）。
Snapline → fix reinforcement for columns and walls → install formwork for column → cast concrete for walls and columns → install formwork for beam → beam baseplate → fix reinforcement for beam →install the section formwork for beam → cast concrete for beam → cast concerete for slab.(first fix within slab)
5.1.2主体施工工艺流程Technological process for site execution of sub-structure
5.1.2.1、现浇钢筋混凝土柱施工顺序The construction sequence for column base
测量弹线→搭设柱支模架→柱纵向钢筋绑扎连接→柱控制标高测设→绑扎柱筋→设置混凝土垫块→预留预埋件埋设→柱底清洗冲扫→质量检查→作好隐蔽工程记录→柱模板安装固定校正→浇灌柱混凝土→拆模→养护。
Measure and Snapline → install the formwork for column → column longtidunal steel fixing → control level measure and set for column → fix reinforcement for column →install the concrete pad→ first fix → clear the base of column → quality inspection → remove pre-buried items → intall the formwork for column and check → cast concrete for column → remove the formwork → curing.

5.1.2.2、现浇钢筋混凝土墙施工顺序The construction sequence for wall
分中弹线→校正钢筋位置→焊接定位钢筋→清洗混凝土接头→搭设操作架→安装墙板→侧模板→绑扎钢筋→ 安预埋件和钢筋保护层垫块作好隐蔽记录→安装另一侧模板→模板固定及校正质量检查→拆模养护。
Snapline →check the position of rebar→ welding rebar → clean the concrete joints→ install the handing frame→install the formwork for wall→ install the rebar →frist fix within wall and watch out for hidden items →install the formwork for the other side → quality inspection → remove the formwork → curing.
5.1.2.3 现浇混凝土梁施工顺序 The construction sequence for beam
控制标高测设→搭设支模架→铺设梁底模→绑扎梁（暗梁）钢筋安装梁模板→质量检查→作好隐蔽记录→测设板面控制点标高→浇水湿润模板→浇灌混凝土→养护。
Measure and set the control level→ install the support for formwork → install the formwork for beam bottom → install the rebar for beam → quality inspection → watch out for hidden item → measure and set control level for slab → watering the formwork → cast the concrete → maintenance.
5.2主要分部分项工程施工方法The Method for the Main Items
5.2.1土方工程 The Earth Work
本工程基础主要为独立基础和挡土墙板,基础尺寸和砼量大,强度等级高,施工工序多,技术复杂,质量要求高,工期紧迫,因此要求做好施工前期准备工作,采取有效的技术组织措施,确保基础施工快速优质地完成,为上部结构尽快施工创造条件。
The foundation of this project mainly consists of independent foundation and retaining wall. The concrete volume of the foundation work is considerably large. The strength level is high, the working procedures are numerous, the techniques are complex, high qualities are required and the time is pressing. So it is necessary to do well the pre-construction preparations, and to adopt effective technical and organizational measures so as to ensure the foundation work to be completed soonest possible with high qualities and thus creating favorable conditions for the super structure’s execution.
5.2.1.1土方开挖采用反铲挖掘机和人工修整相结合,挖土方向顺序按循环式顺序。
The excavation will be done by excavators and manual trimming. The excavation will be done in a way of orderly cycle.
5.2.1.2机械挖土深度宜控制在设计垫层底标高上20CM,严禁挖深扰动持力层,剩余部分由人工进行修整,对于土质情况与地质勘察报告不符时或出现意外情况时,及时与建设单位、设计单位联系并进行处理。The excavation will be controlled as 20cm higher than the blinding bottom level and then the rest will be done manually. And the bearing layer of the soil is never to be removed. We will get in touch timely with the Client, the designing institute in case that the soil conditions do not comply with those in the soil investigation report or any accidents happen.
5.2.1.3回填土进行场内堆土,堆土坡脚至坑边距离不小于3m。The soil for backfill will be piled up at site and the edge of the pile should be away from the foundation pit less than 3 meters.
5.2.1.4基坑挖好后,应及时邀请设计单位,监理单位等有关人员进行验收,验收合格后,及时进行下道工序的施工。It is imperative to invite those from the designing institute, the supervisor and other related units to check the work as the excavation of the foundation pit is completed. The following work can not be started until the result of the said check is ok.
5.2.1.5土方回填The Backfilling：基础工程结束后,邀请业主、监理等单位进行验收,合格后方可进行回填。基础内外回填应同时均匀进行,防止产生不均匀侧向荷载.并夯打密实。We will invite the supervisor and quality control unit to check the foundation work when the same is done. When the check gives ok, the backfill is to be carried out. The backfilling shall be done simultaneously both in and out of the foundation pit to avoid from the uneven side load. And compaction is made well.
5.2.2模板工程The Moulding board Work
5.2.2.1模板必须尺寸准确,板面平整;具有足够的承载力。刚度和稳定性,能可靠地承受新浇筑砼的自重和侧压力,以及在施工中所产生的荷载;构造简单,装拆方便,并便于钢筋的绑扎,安装和砼的浇筑,养护等要求。在满足起重量要求,施工便利和经济条件下,应尽可能扩大模板面积,减少拼缝。The dimensions of the moulding board shall be correct and surfaces even, having sufficient bearing capacity, rigidity and stability to reliably bear the weight of the concrete newly cast and its side pressure, and other load during the execution. The moulding board should be easy to be fit and dismantle. The moulding board work shall facilitate the reinforcement steel to be bound and fit, the concrete cast and curing. The moulding board work shall be made economically to the extent to satisfy the lifting demand and to reduce the joints with largest possible area.
5.2.2.2模板体系的选用应根据工程的特点按以下方面进行选择:一是选择的模板体系要先进,合理,适用;二是能用效控制工程质量,使结构达到清水砼的效果;三是降低成本少投入。总之要综合考虑经济性,适用性,选择科学,合理的模板体系。要加强背楞和对拉螺栓的设计,保证其刚度,其可周转的次数低于钢模板。 The moulding board work system is selected and decided as the following: firstly it should be advanced, reasonably economic and applicable; secondly, it should be of help in control the project quality and of benefit to the effect of fair face for the main structure; thirdly, it is low in cost with less investment. All in all, we have to consider the
economics and applicability and thus adopt the scientific and reasonable form work system. It is imperative to improve the design of the washers and the counter bolts so as to ensure
the rigidity of the form but the cycles less than steel moulding board.
5.2.2.3模板支模前必须搭好相关脚手架,浇筑砼前必须检查支撑是否可靠,扣件是否松动。浇筑砼时必须由模板支设班组设专人看模,随时检查支撑是否变形,松动,并组织及时恢复。经常检查支设模板吊钩,斜支撑及平台连接处螺栓是否松动,发现问题及时组织处理。Scaffolds shall be mounted tightly before doing the form work. Before casting, it is imperative to check all the support if they are strong, and if the clips and clamps are properly tightened. When casting, those who have made the moulding board work have to be on the spot and watch the ongoing form work, check the supports now and then to see if there any movable or deformed, and mend in time if needed.It is also imperative to frequently check the crane hook, and see if the bolts and nuts are loose between the slant supports and the platform. Timely removal is needed if any happens.
5.2.2.4在支模时现浇钢筋砼梁,当跨度等于或大于4M时, 模板应起拱；当设计无具体要求时，起拱高度宜为全跨长度的1/1000-3/30