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'施工组织设计目录第一章编制依据111.1编制依据11第二章工程概况152.1工程性质152.2工程地理位置及周围环境152.3工程设计概况152.3.1结构材料选用15第三章工程总目标243.1质量目标243.2施工工期目标243.3文明安全施工目标24第四章施工进度计划及保证措施254.1总工期目标254.2施工进度计划254.3确保总进度计划实施的措施254.3.1技术保证措施254.3.2劳动力保证措施254.3.3组织保证措施26第五章施工平面布置图及布置说明275.1施工现场平面布置原则275.2现场施工总平面布置275.2.1现场出入口、围墙及道路275.2.2垂直、水平运输设置285.2.3原材料及加工场地的布置285.3现场临电、临水布置285.3.1现场临电布置285.3.2现场临时用水布置295.3.3现场临时排水及污水排放305.4现场与楼层卫生布置305.5对雨季和汛期现场排水布置305.6夜间施工照明布置3117
5.7垃圾处理315.8现场施工总平面布置图31第六章项目施工管理班子配备326.1主要施工管理、技术人员名单326.2项目承包技术力量配备原则356.3管理人员配备情况35第七章劳动力和主要施工机械配备367.1劳动力配置计划367.1.1劳动力配备计划说明367.2基础施工机械设备细目表387.3上部结构施工机械设备细目表397.4装饰阶段施工机械设备细目表40第八章工程施工测量418.1施工依据418.2平面控制网的测设418.3工程竖向投测418.4高程控制网布设428.5结构施工中的楼层标高控制438.6沉降观测458.7测量工程质量保证措施46第九章基坑监测施工方案479.1基坑监测479.1.1监测目的479.1.2监测内容479.1.3基坑围护应急技术措施47第十章土方工程施工方案49第十一章基础施工方案5011.1基础底板施工概述5011.2底板大体积混凝土施工方法5011.2.1砼关键技术措施5011.2.2砼施工准备5111.2.3砼施工方法5111.2.4混凝土温度控制5211.2.5混凝土内部最高温升值5317
11.2.6混凝土测温控制5411.2.7混凝土的养护5411.3地下室外墙砼施工5511.3.1外墙结构自防水砼施工关键技术5511.3.2外墙面水平施工缝的防水处理5711.3.3模板穿墙螺杆的防水处理5711.3.4管道穿墙部位的防水处理5711.4地下室外墙砼施工缝的处理5711.4.1施工缝留设位置5811.4.2接缝形式5811.4.3施工缝的处理5811.5地下室钢筋工程5911.5.1钢筋绑扎施工工艺流程5911.5.2地下室钢筋施工的一般要求5911.5.3基础钢筋连接方法6111.5.4直螺纹钢筋连接6111.5.2地下室钢筋施工技术措施与质量保证措施6311.6地下室模板工程6411.6.1底板模板6411.6.2墙体模板6511.6.3连系梁模板6511.7地下室防水施工6511.8回填土施工66第十二章主体结构部分施工方案6712.1结构层施工程序6712.2钢筋工程6712.2.1钢筋接头形式的选择:6712.2.2钢筋施工程序:6812.2.3剪力墙钢筋现场绑扎:6812.2.4电渣压力焊7012.2.5钢筋工程质量保证措施:7112.3模板工程7212.3.1柱模板7212.3.2圆柱钢模板7317
12.3.3现浇楼板模板:7312.3.4梁模板:7412.3.5模板的安装和拆除7412.3.6模板工程质量保证措施:7512.4混凝土工程7612.4.1砼工程施工方案的选择:7612.4.2砼施工的材料机具准备7712.4.3施工缝的处理和留置:7712.4.4砼泵送质量保证措施7712.4.5砼浇捣质量保证措施:7812.5大跨度梁板结构施工技术8012.6结构体系清水混凝土施工节点处理措施8212.6.1测量放线:8312.6.2钢筋工作8312.6.3模板节点设计8412.7砌体工程8512.7.1施工工艺8512.7.2加气混凝土砌块墙砌筑要点8512.7.3砌块工程质量保证措施86第十三章钢结构施工方案8813.1钢架安装前的施工准备8813.2钢架构件的预检8813.2.1本工程钢结构安装有三道主要工序9013.2.2各主要工序之间的工艺流程9013.2.3构件安装与校正9113.3吊装方案9213.3.1现场指挥9213.3.2分支柱的吊装,正交十字轴线定位及垂直度调校与焊接9213.4钢架的焊接9213.5施工机具的选择9413.6钢结构工程的质量保证措施96第十四章屋面工程9814.1屋面工程施工要点9814.2三元乙丙防水卷材施工9917
14.3保温板施工10114.4工程验收10214.5屋面工程质量保证措施102第十五章装饰工程施工方案10315.1楼地面装饰工程10315.1.1防滑地砖地面10315.1.2细石混凝土施工10315.1.3地坪磨光花岗石板施工10615.1.4塑胶地板施工10815.1.5静电地板施工工艺10815.1.6地毯铺贴施工工艺10915.2内墙面装饰工程11015.2.1瓷砖墙面施工11015.2.2内墙涂料墙面11215.2.3内墙乳胶漆11315.2.4墙面花岗石干挂施工工艺11415.3外墙面装饰工程11515.3.1玻璃幕墙工程11515.3.2复合铝板幕墙的功用和制作安装前的准备12615.3.3外墙涂料工程13015.4吊顶工程13115.4.1轻钢龙骨吊顶13115.4.2铝方扣板、铝条扣板吊顶施工13415.5铝合金窗安装13515.5.1安装施工准备13515.5.2操作工艺13615.5.3安装质量要求和允许偏差及检验方法13715.5.4成品测试14015.6装饰木门制作工艺14115.7防火卷帘门的施工14615.8木窗帘盒的施工14715.9木材油漆施工14815.10玻璃工程施工15015.10.1玻璃的裁割15017
15.10.2玻璃的加工15115.10.3玻璃的安装15215.11不锈钢楼梯栏杆施工16215.12窗台板安装16315.13卫生间防水施工16515.14内外装修的质量保证措施166第十六章安装工程主要施工方法及技术措施16916.1给排水工程16916.1.1紫铜管道的安装与焊接16916.1.2阀门安装17116.1.3水表安装17116.1.4管道冲洗17116.1.5管道保温17116.1.6生活排水管道安装17116.1.7卫生洁具安装17316.1.8支、吊架的安装17516.1.9管道试验17616.2强电安装工程17716.2.1施工前的准备17716.2.2PVC管敷设17716.2.3镀锌钢管敷设17816.2.4管内穿线17816.2.5开关插座安装17916.2.6灯具安装17916.2.7配电箱安装18016.2.8防雷接地敷设18016.2.9线槽及桥架安装18016.2.10母线安装18116.2.11电缆敷设18116.2.12配电柜安装及调试18216.2.13动力系统调试18316.2.14照明系统调试18416.3设备安装工程18416.3.1施工准备18417
16.3.2设备吊装运输18516.3.3水泵的安装18616.3.4装配式水箱安装18916.4通风空调工程18916.4.1通风空调工程主要内容18916.4.2施工程序18916.4.3通风空调系统的施工19016.4.4通风与空调设备的安装:19316.4.5通风系统的保温19516.4.6通风与空调系统测试与调整19616.5消防施工方案19616.5.1消防系统施工前,应具备条件19616.5.2消防供水系统安装19616.5.3消防自动喷水系统的安装19916.5.4自动报警系统安装20116.5.5系统调试20216.5.6系统验收20716.6安装工程质量保证措施20716.6.1管道工程质量保证措施20716.6.2电气工程质量保证措施20716.6.3通风空调工程质量保证措施208第十七章钢管脚手架施工方案20917.1方案选择与依据20917.2脚手架的主要材料及配件选用20917.3搭设主要参数20917.4脚手架的构造要求21017.5脚手架搭设顺序21317.6脚手架搭设注意事项21317.7脚手架拆除要点21517.8满堂脚手架施工215第十八章特殊季节施工措施21618.1冬季施工21618.1.1冬季施工准备21618.1.2冬季钢筋施工21617
18.1.3冬季砼施工21718.1.4冬季施工的安全与防火21718.2雨季施工方案21818.3夏季施工21818.3.1准备工作21918.3.3砌体工程22018.3.4抹灰工程22018.4防台防汛施工措施220第十九章室外总体工程22219.1下水道工程22219.1.1施工流程22219.1.2技术要求22219.2道路工程22319.3广场砖22419.3.1施工方案22419.3.2技术措施224第二十章针对XX大学校内的安全文明施工措施22620.1学校内施工抗干扰总体措施22620.2保证院内交通畅通的措施22720.3降低施工噪音22720.4减少施工粉尘22820.5减少施工照明的光辐射污染228第二十一章工程质量保证措施22921.1本工程质量控制的原则22921.2质量体系建立23021.3质量技术管理措施23021.3.1质量保证措施23121.3.2组织管理措施23221.3.3质量管理制度23321.3.4技术资料管理措施23421.4原材料质量控制措施23521.4.1原材料检验制度23621.4.2检验范围23621.4.3材料送检方式23617
第二十二章工程成品保护措施238第二十三章质量通病的防治24223.1模板工程主要质量通病的防治24223.1.1轴线偏位的预防措施24223.1.2模板标高偏差的预防措施24323.1.3模板接缝不严的预防措施24323.2钢筋工程主要质量通病的防治24323.2.1楼板及阳台板上筋下踏的预防措施24323.2.2钢筋骨架歪斜的预防措施24323.3砼工程主要质量通病的防治24323.3.1露筋的预防措施24323.3.2砼裂缝的预防措施24423.4外墙面渗水的防治措施24423.4.1造成外墙面渗水的主要种类有:24423.4.2防治外墙面渗水问题的管理方式:24423.4.3防治外墙面渗漏的技术措施24523.5屋面渗漏的防治措施24723.6卫生间渗漏的防治措施24923.7水泥地面起砂25023.8墙面抹灰空鼓、裂缝、起麻点25123.9釉面砖裂缝25223.10防止门樘边会出现裂缝252第二十四章创建“文明工地”措施25424.1创建文明工地的基本内容25424.2文明工地实施措施255第二十五章安全保证措施26425.1安全生产管理26425.1.1方针目标26425.1.2组织管理26425.1.3工作制度26525.1.4行为控制26625.1.5劳务用工管理26625.1.6安全防护管理26825.1.7临时用电管理26917
25.1.8施工机械管理273第二十六章配合与协调27526.1各专业相互协调配合措施27626.2安装工程施工配合措施27826.3与建设单位的关系28126.4与监理单位的关系28126.5与政府部门的关系28226.6与当地社区的关系28326.7与新闻媒介的关系28326.8与协作单位的关系283第二十七章工程档案资料管理28427.1工程档案资料管理执行的标准28427.2施工单位在建设工程竣工档案编报工作中的职责28427.3施工技术资料的内容28427.4竣工文件资料及竣工图的整理及编制要求291第二十八章附表、附图29417
钢管脚手架施工方案1.1方案选择与依据1、2、钢管脚手架封闭施工,四周在外立杆里侧满挂绿色密目式安全网,起到确保周边安全,减少施工灰尘外扬和美化施工环境的作用。3、4、钢管脚手架的搭设、拆卸、使用管理等将严格遵照国家行业标准《建筑施工扣件式钢管脚手架安全技术规范》(JGJ130-2001)及《建筑施工安全检查标准》(JGJ59-99)等有关标准执行。1.2脚手架的主要材料及配件选用搭设主要参数1、用单根钢管ф48×3.5搭设建筑物高度为50m的扣件式落地双排脚手架:立杆横距Lb=1.05m,纵距La=1.2(当纵距为1.5m时,允许高度为40m),步距h=1.8m;2、每2步铺一层竹笆板;3、施工作业层按二层计,每层施工活载为3KN/m2;4、里立杆离外墙面为0.4m;5、小横杆二端外挑:里侧0.3m,外侧0.15m;17
6、距立杆底座200mm设纵、横扫地杆;7、剪力撑应在外侧立面整个长度和高度上连续设置;斜杆与地面夹角为45~60°;11、连墙杆根据计算设置。1.1脚手架的构造要求1、落地式双排钢管扣件脚手架,排距Lb选用1.05m,步距h选用1.8m,纵距La根据设计条件分别选用1.2m或1.5m,连墙件每两步三跨设一点。2、立柱构造要求:(1)(2)脚手架必须设置纵、横向扫地杆,纵向扫地杆应采用直角扣件固定在距底座上皮不大于200mm的立杆上;横向扫地杆也应用直角扣件固定在紧靠纵向扫地杆下方的立杆上。(3)立杆顶端宜高出女儿墙上皮1m,高出檐口上皮1.5m。3、纵向水平杆构造要求:(1)(3)纵向水平杆一般宜采用对接扣件连接,对接接头应交错布置,不应设在同步、同跨内,相邻接头水平距离不应小于500mm,各接头中心至最近主节点的距离不宜大于纵距的1/3。4、横向水平杆的构造要求:17
5、竹笆脚手板的构造要求:(1)(2)同时进行结构施工的操作层不多于二层,自操作层的脚手板往下每隔10m应满铺一层脚手板。(3)作业层脚手板应铺满、铺稳,离开墙面120-150mm;禁止挑头板。(4)6、连墙件布置及构造要求:(1)(2)连墙件垂直间距、水平间距分别控制在两步三跨;连墙件必须从底步第一根纵向水平杆处开始设置,当该处设置有困难时,应采用其它可靠措施固定。(3)当脚手架下部不能设连墙件时可采用抛撑,抛撑应采用通长杆件与脚手架可靠连接,与地面的倾角应在45度至60度之间,连接点中心距主节点的距离不应大于300mm,抛撑在连墙件搭设后方可拆除。(4)7、剪刀撑与横向斜撑的构造要求:(1)(2)每道剪刀撑跨越立柱的根数宜在5—7根之间。每道剪刀撑宽度不应小于4跨,且不小于6m,斜杆与地面的倾角宜在45度—60度之间。(3)(4)剪刀撑斜杆应用旋转扣件固定在与之相交的横向水平杆的伸出端或立柱上,旋转扣件中心线距主节点的距离不应大于150mm。(5)17
(6)高度在24m以上的封闭型脚手架,除拐角应设置横向斜撑外、中间应每隔6跨设置一道。8、门洞构造要求:(1)(2)洞口两侧增设的横向斜撑应伸出增设的斜杆端部;增设的短斜杆端部应增设一个安全扣件。9、之字型斜道构造要求及斜道脚手板构造要求:(1)(2)斜道两侧平台外围均必须设置栏杆及挡脚板,栏杆高度为1.2m,挡脚板高度不应小于180mm;(3)斜道脚手板横铺时,应在横向水平杆上增设纵向支承斜杆,斜杆间距不应大于500mm。(4)脚手板顺铺时,接头宜采用搭接,下面的板头应压住上面的板头,板头的凸棱处应用三角木填顺。(5)10、脚手架地基与基础构造要求立柱下端应设底座或垫块,底座一般用14—16的槽钢铺设应根据立柱传下的集中荷载对地基进行验算。地基的一般做法,对回填土分层夯实后,上部做100-150mm厚C20砼硬地面。1.1脚手架搭设顺序1、按脚手架的柱距、排距要求进行放线、定位。2、17
1、垫板、底座应准确地放在定位线上,垫板必须铺放平稳,不得悬空。2、3、开始搭设立柱时,应每隔6跨设置一根抛撑,直至连墙件安装稳定后,方可根据情况拆除。4、当搭至有连墙件的构造层时,搭设完该处的立柱、纵向水平杆、横向水平杆后,应立即设置连墙件。5、封闭型脚手架的同一步纵向水平杆必须四周交圈,用直角扣件与内、外角柱固定。6、双排脚手架的横向水平杆靠墙一端至墙装饰面的距离不应大于100mm。7、8、剪刀撑、横向支撑应随立柱、纵横向水平杆等同步搭设,剪刀撑、横向支撑等扣件的中心线距主节点的距离不应大于150mm。9、10、11、栏杆和挡脚板应搭设在外排立柱的内侧,上栏杆上皮高度1.2m,中栏杆居中设置,挡脚板高度为180mm。12、扣件螺栓拧紧力矩不应小于40Nm,并不大于65Nm。13、1.1脚手架拆除要点17
1、划出工作区域,禁止行人进入。2、3、统一指挥,上下呼应,动作协调,当解开与另一个人有关的结扣时,应先告知对方以防坠落。材料工具要用滑轮和绳索运送不得乱扔。1.1满堂脚手架施工1、2、底层立柱底座在分层夯实的地基上或砼硬地面上采用50×50统长垫木,上部楼层立柱应与下层立柱对齐。3、4、立柱纵横间距0.9米,横杆竖向步距1.8M。5、6、离立柱底面高200,设纵、横二方向扫地杆。>>>详细资料请见
>>>更多资料请见17
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