施工组织设计毕业论文.docx

科类 工学 编号（学号） XXXXXXXX

本科生毕业论文（设计）
东川中医院以及住院楼施工组织设计
Hospital medical hospital complex building construction organization design of Dongchuan

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指导教师： XXX 讲师

云南XXX XX XX XX1
学 院： XXXXXXXXXXXXX
专 业： XXXXXXXXX 年级： XXXXXXXXX
论文（设计）提交日期： XXXXXX 答辩日期： 2XXXXX

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2013年4月

东川中医院医技住院综合楼施工组织设计

李XX
(云南XXXXXXXXXXXXXXXXXXXXXXXXXXXXX)

摘 要

随着建筑业管理体制改革的深化，工程项目施工管理越来越受到人们的重视，其管理水平的高低成为制约企业生存与发展的第一要素，而质量、进度、成本控制是其中最为重要的管理要点。
本文以东川中医院医技住院综合楼施工项目为实例，结合实际情况，对项目的各分部分项工程施工方案进行了详细设计。运用进度控制的基本理论知识，从项目管理者的角度出发，对项目从开工准备到竣工验收全过程进行了系统的进度规划设计，使用时和网络图对进度计划进行分析，确定施工方案，并根据实际情况提出了具体的保证进度计划实施的措施；质量和安全方面，制定了严格的技术、组织措施，针对施工项目中常见问题、重点问题进行了规划，建立相应的管理组织机构，以保证质量与安全计划得以很好的实现。
关键词： 进度计划，质量规划，施工方案

Hospital Medical Hospital Complex Building Construction Organization Design of Dongchuan

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ABSTRACT

With the deepening of the reform of the construction management system, the project construction management more and more attention by people, the management level of enterprise's survival and development constraints become the first elements, and quality, schedule and cost control is one of the most important management points.
Based on the construction project as an example, theHospital medical hospital complex building construction organization design of Dongchuan with actual situation of the project, the construction of each division subdivisional work detailed design scheme. Using the basic theory of progress control from the project management knowledge, the Angle of the project, the completion acceptance from start to prepare for the progress of the whole process system planning design, use a bar chart and network diagram analysis on schedule, and according to the actual situation proposed the concrete measures to ensure schedule implementation; Quality and security, has formulated strict technology, organizational measures for construction projects, faqs, key problems and set up a corresponding management planning organization, to ensure the quality and safety plans well implemented.
Key words: Schedule planning, Quality planning,Construction scheme

目录
第一章：编制说明及编制依据·····································1
1.1 编制说明··············································1
1.2 编制依据··············································1
1.2.1 标准、规范、规程································1
1.2.2 编制原则········································2
1.2.3 编制的内容······································2
第二章：工程概况及施工特点·····································3
2.1 工程建设的概况········································3
2.2 工程施工特点··········································3
2.2.1 建筑特点········································3
2.2.2 装修工程········································7
2.2.3 建筑特征········································7
2.2.4 施工条件········································7
2.3 工程施工特点··········································7
2.4 地点特征··············································8
2.4.1 场地工程地质条件································8
2.4.2 地层岩性········································8
2.5 工程重点、难点········································8
2.5.1 工程重点·······································8
2.5.2 工程难点·······································8
第三章：施工部署···············································10
3.1 工程任务安排··········································10
3.2 施工部署··············································10
3.2.1 总的原则········································10
3.2.2 主要分部分项工程的划分··························10
3.2.3 施工总体安排····································10
3.3 战略部署·············································11
3.4 工程质量、工期、安全、文明施工的奋斗目标·············11
3.5 施工起点流向及开展程序·······························11
3.5.1 施工起点流向···································12
3.5.2 开展程序·······································12
3.6 施工段的划分·········································14
3.7 项目组织机构设置及职责·······························15
3.7.1 项目组织机构设置·······························15
3.7.2项目部的组成与要求·····························16
3.7.3 项目部主要成员职责·····························17
第四章：施工准备与资源配备·····································19
4.1 技术准备··············································19
4.2 劳动组织准备 ·········································19
4.3 场内准备··············································20
4.4 场外准备 ·············································20
4.5 主要施工机械设备使用计划······························20
4.6 主要施工周转材料使用计划······························22
4.7 主要工艺检测计量器具使用计划··························22
4.8 现场施工班组设立计划··································22
4.9 专业施工人员使用计划··································23
4.10 施工现场准备·········································23
4.10.1 施工现场基本准备·······························24
4.10.2 施工临时用水···································25
4.10.3 施工临时用电···································26
4.11 施工平面布置·········································27
4.11.1 施工平面布置原则·······························27
4.11.2 各阶段施工平面图布置及总平面图布置·············27
第五章：主要项目施工方法和技术措施·····························30
5.1 工程测量··············································30
5.1.1 工程测量前的准备工作·····························30
5.1.2 施工测量·········································30
5.1.3 施工放线·········································31
5.2 土方工程··············································32
5.2.1 土方开挖·········································32
5.2.2 土方运输·········································33
5.2.3 回填土工程·······································33
5.3 筏形基础工程··········································34
5.3.1 施工工艺·········································35
5.3.2 大体积砼土施工···································35
5.3.3 砼表面处理·······································36
5.3.4 砼养护···········································36
5.3.5 质量控制措施·····································36
5.4 地下室防水工程········································37
5.5 钢筋工程··············································40
5.5.1 进厂检验·········································40
5.5.2 钢筋加工及绑扎···································40
5.5.3 钢筋的焊接·······································42
5.5.4 应注意的质量问题·································45
5.6 模板工程···········································46
5.6.1 模板工程质量控制要点及一般要求················46
5.6.2 模板安装······································47
5.6.3 拆模··········································48
5.7 混凝土工程············································49
5.7.1 施工准备·········································50
5.7.2 混凝土浇筑·······································52
5.7.3 混凝土运输·······································53
5.8 脚手架工程············································54
5.9 橡胶隔震垫的施工······································59
5.9.1 橡胶隔震垫支座设计说明···························60
5.9.2 施工工艺·········································61
5.10 砌体工程·············································64
5.10.1 施工准备·······································64
5.10.2 操作工艺·······································65
5.10.3 质量标准·······································66
5.10.4 应注意的质量问题·······························66
5.11 屋面工程·············································67
5.11.1 施工准备·······································67
5.11.2 屋面施工·······································67
5.12 门窗安装工程·········································68
5.12.1 安装说明·······································68
5.12.2 施工工艺·······································69
5.12.3 质量标准·······································72
5.13 装饰、装修工程·······································72
5.13.1 室内装修与构造施工·····························72
5.13.2 抹灰工程·······································75
5.13.3 外装修工程·····································77
5.13.4 内装修工程·····································77
5.14 屋面防水工程·········································79
5.15 给排水工程···········································80
5.15.1 设计说明·······································80
5.15.2 系统设计·······································80
5.15.3 管材和接口·····································82
5.15.4 施工方案·······································82
5.16 暖通工程·············································84
5.16.1 设计说明·······································84
5.16.2 工程概况·······································84
5.16.3 设计范围·······································84
5.16.4 设计参数 ······································85
5.16.5 工作原理·······································86
5.16.6 施工安装·······································87
5.17 电气工程·············································90
5.17.1 强电系统·······································90
5.17.5 弱电系统·······································100
5.18 专业设计·············································103
5.19 无障碍设计···········································104
第六章：施工进度计划···········································105
6.1 总工期控制············································105
6.1.1 附图·············································105
6.2 工期保证措施··········································105
第七章：施工安全的组织措施和技术措施···························106
7.1 安全目标··············································106
7.2 保证安全的组织措施····································106
7.3 保证安全的技术措施····································107
7.3.1 隔离、封闭措施···································107
7.3.2 水平防护措施·····································107
7.3.3 临边、预留洞口、楼梯口、电梯口的防护·············107
7.3.4 爬梯、通道、道路要求·····························108
7.3.5 安全用电·········································108
7.3.6 施工机具·········································109
7.3.7 安全防护用品的使用·······························109
7.3.8 夜间施工·········································110
7.3.9 防火安全措施·····································110
第八章：保卫、环境、消防、文明施工保证措施·····················111
8.1 保卫工作··············································111
8.2 现场环境保护措施······································111
8.2.1 防止大气污染·····································111
8.2.2 防止水污染·······································111
8.2.3 防止施工噪音污染·································111
8.2.4 现场已有树木、草坪保护措施·······················112
8.3 现场消防措施··········································112
8.4 现场文明施工管理······································113
8.4.1 文明施工标准·····································113
8.4.2 文明施工措施·····································114
8.5 冬雨季施工措施········································114
第九章：技术经济指标···········································116
第十章：竣工保修和服务·········································117
第十一章：附件·················································118
11.1 总平面布置图·······································118
11.2 时标网络图·········································118

17

第一章 ：编制说明及编制依据
1.1编制说明
经过认真阅读图纸，仔细了解有关情况，编制了本《施工组织设计》。编制时对工期、质量目标、项目管理机构设置与劳动力组织、施工进度计划控制、主要技术方案、安全、文明施工、环保、季节性施工等诸多因素做了充分考虑，突出了其科学性、适用性及针对性。本工程施工组织设计，主要依据目前国家对建设工程质量、工期、安全生产、文明施工、降低噪声、保护环境等一系列的具体化要求，依照《中华人民共和国建筑法》、《建设工程质量管理条例》、《国家现行建筑工程施工与验收技术规范》、《建筑安装工程质量检验评定标准》、《施工招标评定标办法》以及根据政府建设行政主管部门制定的现行工程等有关配套文件，参照本工程的施工图，进行了全面而细致的编制，其作用在于指导工程施工，确保按时完成工程的全部施工内容。本工程施工组织设计，是按照建设单位招标会通知精神和内容要求进行了认真而详细的编制，未提之处均按照施工图纸设计、国家现行技术规范、质量评定标准以及有关文件等要求的具体规定进行施工。
1.2编制依据
1.2.1 该工程编制方案主要有以下有关标准、规范和（应满足但不限于下列规范要求）：
1.《建设工程项目管理规范》(GB/T50326－2001)
2.《建筑地基基础设计规范》（GB50007-2002）
3.《混凝土结构设计规范》（GB50010-2002）
4.《建筑地基处理技术规范》（JGJ79-91）
5.《建筑地面工程施工质量验收规范》（GB50209-2002）
6.《建筑抗震设计规范》（GB50011-2001）
7.《建筑工程施工质量验收统一标准》(GB50300-2001)
8.《建筑地基基础工程施工质量验收规范》(GB50202-2002)
9.《砌体工程施工质量验收规范》(GB50203-2002)
10.《混凝土结构工程施工质量验收规》(GB50204-2002)
11.《混凝土质量控制标准》(GB50164-92)
12.《工程测量规范》（GB50026-93）
13.《屋面工程施工质量验收规范》（GB50207-2002)
14.《建筑施工安全检查标准》(JGJ89-99)
15.《施工现场临时用电安全技术规范》(JGJ46-88)
16.《建筑施工组织设计规范》（GB50502-2009）
1.2.2 编制原则
1.严格遵守国家、地方的技术规范、施工规程和质量评定与验收标准。
2.坚持技术先进性、科学合理性、经济适用性与实事求是相结合。
3.在满足规划、消防要求的前提下，本着经济合理的原则，因地制宜，充分有效地利用土地和合理布局。
4.尊重环境，以人为本，力求建筑与环境协调一致，并衬托和美化环境，力求建筑造型新颖美观，有区域特色，并突出时代特色。
1.2.3 编制内容
施工图纸所包括的全部土建和水电安装工程。

第二章 ：工程概况及施工特点

2.1 工程建设概况
东川区中医综合楼位于东川区古铜路与碧云街交汇处，场地西面紧邻碧云街北紧邻门诊楼，南面紧邻私人住宅，西侧局部紧邻医院职工宿舍。是东川中医院改建扩建项目子项目。
2.1.1 建筑名称：医技住院综合楼
建设单位：东川区中医院筹建办
建设地点：东川区铜鼓镇
2.1.2 总 占 地 面 积： 9850.60平方米
建筑总占地面积： 849.53平方米
加 建 面 积： 5585.72平方米 （地上4787.76平方米，地下797.96平方米）
2.1.3 建筑层数：
医技住院综合楼：地上6层,地下1层,建筑高度为23.100米
2.1.4 建筑结构类型：框架剪力墙结构；建筑抗震设防类别：乙类；
合理使 用年限：50年；抗震设防烈度：九度。构造措施：比九度更高的要求
2.1.5 建筑耐火等级：二级：屋面防水等级：二级；地下室防水等级：一级。

2.2 工程施工特点
2.2.1 建筑特点：
a、墙体
1、 钢筋混凝土墙体。
2 、墙体留洞及封堵
钢筋混凝土墙上的留洞见结构和设备施工图，砌筑墙预留洞见设备图。混凝土墙留洞的封堵见结施，其余砌筑墙留洞待管道设备安装完毕后，用C20细石混凝土填实；变形缝处双墙留洞的封堵，应在双墙分别增设套管，套管与穿墙管之间嵌堵防火材料，防火墙上留洞以大于3小时的防火材料封堵。
3、±0.000以下隔墙采用200厚MU10混凝土空心砌块，以M5砂浆砌筑。
4、±0.000以上外墙填充墙，卫生间、污洗间、楼梯间和井道、设备机房、防火墙、主要房间分隔墙 等采用200厚加气混凝土砌块,；电梯井道、新风机房等有隔声要求的房间采用200厚M10混凝土实心砌块,以Mb5砂浆砌筑.其他房间、管井隔墙采用150厚加气混凝土砌块砌筑。加气混凝土砌块砌筑应符合当地的规定,以专用砂浆砌筑,并全面挂钢丝网以防止墙体开裂.
5、墙身防潮层：无地下室的底层混凝土地坪下设置防潮层、室内地坪标高变化处在有高低差时,埋土一侧的墙身应设置防潮层，防潮层采用能与地坪混凝土直接结合的高分子防水卷材，并以聚合物水泥粘结料和钢筋混凝土相结合。
6、隔声墙：200厚实心混凝土砌块，砌筑外附轻钢龙骨，中距600，中填50厚袋装超细玻璃棉，外覆8厚穿孔FC 板。孔率大于等于20％。（用于产生噪声的各种设备用房的隔墙）
7、诊室隔墙：砌体为200厚加气混凝土砌块，隔墙为150厚轻质隔墙。
b、地下室防水工程：
本地下工程防水等级为一级，防水混凝土设计抗渗等级为S6。
执行《地下工程防水技术规范》GB50108-2001和西南地区建筑标准设计《建筑图集》04J112。做法为：
侧墙（由内至外）：

项目名称
施工方法

侧墙
（由内到外）
1、20厚1：2.5水泥砂浆粉刷
2、防水混凝土侧墙

3、聚乙烯涤纶高分子复合防水层(1.2mm厚聚合物水泥防水胶粘料,0.8厚聚乙烯涤纶高分子防水卷材)

4、聚乙烯涤纶高分子复合防水层(1.2mm厚聚合物水泥防水胶粘料,0.8厚聚乙烯涤纶高分子防水卷材)

5、保护层 （20mm厚水泥砂浆）

6、300mm厚粘性土分层夯实（500厚）

c、屋面：本工程屋面防水等级为二级，防水层合理使用年限为15年，设防要求为两道。执行《平屋面建筑构造》03J201-2和西南地区建筑标准设计《建筑图集》03J201. 做法为：

项目名称
施工方法

上人屋面
1、40厚C20细石混凝土(内配 Ф4@150 双向）6000x6000 分仓（缝宽20，内嵌防水油膏）
2、15厚1:2.5石灰砂浆隔离层
3、30厚挤塑聚苯乙烯泡沫塑料板
4、20厚1:3水泥砂浆保护层
5、2.0厚聚乙烯涤纶高分子复合防水层
6、20厚1:3水泥砂浆找平层
7、找坡层：轻质陶粒混凝土（坡度2％，最薄处40）
8、钢筋混凝土屋面板，表面清扫干净

不上人屋面
1、20厚1:3水泥砂浆保护层
2、2.0厚聚乙烯涤纶高分子复合防水层
3、20厚1:3水泥砂浆找平层
4、找坡层：轻质陶粒混凝土（坡度2％，最薄处40）
5、钢筋混凝土屋面板，表面清扫干