文档介绍：该【排架专项施工方案 】是由【xinyala】上传分享，文档一共【69】页，该文档可以免费在线阅读，需要了解更多关于【排架专项施工方案 】的内容，可以使用淘豆网的站内搜索功能，选择自己适合的文档，以下文字是截取该文章内的部分文字，如需要获得完整电子版，请下载此文档到您的设备，方便您编辑和打印。.,andthetelephoneOfficeisresponsibleforprovidingtheappropriatesizeadapterpatchpanelsandelectricalprotectionunit.(Shuttlebus)wiring(IDF)setupintheworkshoponthesecondfloorofthebuilding,s(well).,workandwiringdevices,,adminareausingthejumpers,whichusesprivateRJ45-workdeviceswithjumpershoppingbetweenallswitches,changes,,outwardradiationofeachline(exceptsomepointsmayexceed)doesnotexceed100metresinlength,allinformationforthevariousfloorsallrooms()(IDF):workshopstwoIDF:totalmorethan1200squaremeters,:L=[(S1+S2)/2]+L1+L2l:averagelengthofcable;L1:MDFcableallowance;L2:otherallowancesS1:minimumhorizontalcablelength;S2:maximumhorizontallengthofcable;Officebuildingofinformation:aminimumof26meters,thelongestwas92meters,L=[(28+92)/2]++1=;=49500-meterineachbox(KFT)by300meterspercarton;Thetwisted-paircableboxyouwant=49500÷300=165(KFT);lossesnotincluded,,ubeof目录第一章编制依据 、规程 3第二章工程概况 4第三章施工部署 6第四章支架及模板的构造要求及技术措施 、预留洞 10第五章临边洞口的安全防护措施 10第六章满堂脚手架、模板的搭设及拆除施工工艺 12第七章劳动力及材料、机具配备 13第八章质量保证体系 15第九章安全施工技术措施 17第十章文明施工要求 #楼主楼及裙房板模板(扣件钢管高架)计算书 #楼主楼梁模板(扣件钢管高架)计算书 #楼裙房梁模板(扣件钢管高架)计算书 3#楼楼板(扣件钢管高架)计算书 ,andthetelephoneOfficeisresponsibleforprovidingtheappropriatesizeadapterpatchpanelsandelectricalprotectionunit.(Shuttlebus)wiring(IDF)setupintheworkshoponthesecondfloorofthebuilding,s(well).,workandwiringdevices,,adminareausingthejumpers,whichusesprivateRJ45-workdeviceswithjumpershoppingbetweenallswitches,changes,,outwardradiationofeachline(exceptsomepointsmayexceed)doesnotexceed100metresinlength,allinformationforthevariousfloorsallrooms()(IDF):workshopstwoIDF:totalmorethan1200squaremeters,:L=[(S1+S2)/2]+L1+L2l:averagelengthofcable;L1:MDFcableallowance;L2:otherallowancesS1:minimumhorizontalcablelength;S2:maximumhorizontallengthofcable;Officebuildingofinformation:aminimumof26meters,thelongestwas92meters,L=[(28+92)/2]++1=;=49500-meterineachbox(KFT)by300meterspercarton;Thetwisted-paircableboxyouwant=49500÷300=165(KFT);lossesnotincluded,,-1图纸名称图纸内容设计单位1#楼主楼一层结构平面图一层结构布置图上海城乡建筑设计院有限公司1#楼主楼二层结构平面图二层结构布置图上海城乡建筑设计院有限公司1#楼主楼三层结构平面图三层结构布置图上海城乡建筑设计院有限公司1#楼裙房一层结构平面图一层结构布置图上海城乡建筑设计院有限公司1#楼裙房二层结构平面图二层结构布置图上海城乡建筑设计院有限公司1#楼裙房屋面结构平面图屋面结构布置图上海城乡建筑设计院有限公司3##、规程主要规范、规程表表1-2序号规范、,andthetelephoneOfficeisresponsibleforprovidingtheappropriatesizeadapterpatchpanelsandelectricalprotectionunit.(Shuttlebus)wiring(IDF)setupintheworkshoponthesecondfloorofthebuilding,s(well).,workandwiringdevices,,adminareausingthejumpers,whichusesprivateRJ45-workdeviceswithjumpershoppingbetweenallswitches,changes,,outwardradiationofeachline(exceptsomepointsmayexceed)doesnotexceed100metresinlength,allinformationforthevariousfloorsallrooms()(IDF):workshopstwoIDF:totalmorethan1200squaremeters,:L=[(S1+S2)/2]+L1+L2l:averagelengthofcable;L1:MDFcableallowance;L2:otherallowancesS1:minimumhorizontalcablelength;S2:maximumhorizontallengthofcable;Officebuildingofinformation:aminimumof26meters,thelongestwas92meters,L=[(28+92)/2]++1=;=49500-meterineachbox(KFT)by300meterspercarton;Thetwisted-paircableboxyouwant=49500÷300=165(KFT);lossesnotincluded,,ubeof1建筑施工扣件式钢管安全技术规范2011-01-282011-12-01JGJ130--913建筑施工安全检查标准2011-12-072012-07-01JGJ59--4序号规范、规程名称规范规程编号1混凝土结构设计规范GB50010-20102建筑结构荷载规范GB50009-20013钢结构设计规范GB50017-2003 -1序号项目内容1工程名称春申景城三、#,andthetelephoneOfficeisresponsibleforprovidingtheappropriatesizeadapterpatchpanelsandelectricalprotectionunit.(Shuttlebus)wiring(IDF)setupintheworkshoponthesecondfloorofthebuilding,s(well).,workandwiringdevices,,adminareausingthejumpers,whichusesprivateRJ45-workdeviceswithjumpershoppingbetweenallswitches,changes,,outwardradiationofeachline(exceptsomepointsmayexceed)doesnotexceed100metresinlength,allinformationforthevariousfloorsallrooms()(IDF):workshopstwoIDF:totalmorethan1200squaremeters,:L=[(S1+S2)/2]+L1+L2l:averagelengthofcable;L1:MDFcableallowance;L2:otherallowancesS1:minimumhorizontalcablelength;S2:maximumhorizontallengthofcable;Officebuildingofinformation:aminimumof26meters,thelongestwas92meters,L=[(28+92)/2]++1=;=49500-meterineachbox(KFT)by300meterspercarton;Thetwisted-paircableboxyouwant=49500÷300=165(KFT);lossesnotincluded,,ubeof层号层高(m)楼地面标高(m)距地面高度(m)-(裙房屋面)#楼各层层高及高度变化层号层高(m)楼地面标高(m)距地面高度(m)----(地下一层)#楼三层楼板厚度为200mm。梁的尺寸分别为KL*为700×700;KL43为400×700;LL16为350×700;一层楼板厚度为180mm。3#楼A座下沉式庭院地下一层楼板厚度为200mm,夹层楼板厚度为250mm,夹层梁截面尺寸为KL-4400×800;Lx300×500。B座二层的楼板厚度为180mm。#楼主楼部分1、KL*;(700×700)立杆沿梁跨度方向间距La(m):;立杆步距h(m):;板底承重立杆横向间距或排距Lb(m):;梁支撑架搭设高度H(m):;梁两侧立杆间距(m):;承重架支撑形式:梁底支撑小楞垂直梁截面方向;梁底增加承重立杆根数:2;采用的钢管类型为Φ48×;2、KL43;(400×700、350×700)立杆沿梁跨度方向间距La(m):;立杆步距h(m):;板底承重立杆横向间距或排距Lb(m):;梁支撑架搭设高度H(m):;梁两侧立杆间距(m):;承重架支撑形式:梁底支撑小楞垂直梁截面方向;梁底增加承重立杆根数:1;采用的钢管类型为Φ48×;3、200mm厚楼板模板支架;横向间距或排距(m):;纵距(m):;步距(m):;.,andthetelephoneOfficeisresponsibleforprovidingtheappropriatesizeadapterpatchpanelsandelectricalprotectionunit.(Shuttlebus)wiring(IDF)setupintheworkshoponthesecondfloorofthebuilding,s(well).,workandwiringdevices,,adminareausingthejumpers,whichusesprivateRJ45-workdeviceswithjumpershoppingbetweenallswitches,changes,,outwardradiationofeachline(exceptsomepointsmayexceed)doesnotexceed100metresinlength,allinformationforthevariousfloorsallrooms()(IDF):workshopstwoIDF:totalmorethan1200squaremeters,:L=[(S1+S2)/2]+L1+L2l:averagelengthofcable;L1:MDFcableallowance;L2:otherallowancesS1:minimumhorizontalcablelength;S2:maximumhorizontallengthofcable;Officebuildingofinformation:aminimumof26meters,thelongestwas92meters,L=[(28+92)/2]++1=;=49500-meterineachbox(KFT)by300meterspercarton;Thetwisted-paircableboxyouwant=49500÷300=165(KFT);lossesnotincluded,,ubeof立杆上端伸出至模板支撑点长度(m):;模板支架搭设高度(m):;采用的钢管(mm):Φ48×;板底支撑连接方式:方木支撑;立杆承重连接方式:双扣件。1#楼裙房部分1、WKL*(300×800)立杆沿梁跨度方向间距La(m):;立杆上端伸出至模板支撑点长度a(m):;立杆步距h(m):;板底承重立杆横向间距或排距Lb(m):;梁支撑架搭设高度H(m):;梁两侧立杆间距(m):;承重架支撑形式:梁底支撑小楞垂直梁截面方向;梁底增加承重立杆根数:1;采用的钢管类型为Φ48×。2、L*(200×550)立杆沿梁跨度方向间距La(m):;立杆上端伸出至模板支撑点长度a(m):;立杆步距h(m):;板底承重立杆横向间距或排距Lb(m):;梁支撑架搭设高度H(m):;梁两侧立杆间距(m):;承重架支撑形式:梁底支撑小楞垂直梁截面方向;梁底增加承重立杆根数:1;采用的钢管类型为Φ48×;3、150mm厚楼板模板支架;横向间距或排距(m):;纵距(m):;步距(m):;立杆上端伸出至模板支撑点长度(m):;模板支架搭设高度(m):;采用的钢管(mm):Φ48×;3#楼A座部分1、KL-4;(400×800)立杆沿梁跨度方向间距La(m):;立杆步距h(m):;板底承重立杆横向间距或排距Lb(m):;梁支撑架搭设高度H(m):;梁两侧立杆间距(m):;承重架支撑形式:梁底支撑小楞垂直梁截面方向;梁底增加承重立杆根数:2;采用的钢管类型为Φ48×;2、L*(300×500)立杆沿梁跨度方向间距La(m):;立杆上端伸出至模板支撑点长度a(m):;立杆步距h(m):;板底承重立杆横向间距或排距Lb(m):;梁支撑架搭设高度H(m):;梁两侧立杆间距(m):;承重架支撑形式:梁底支撑小楞垂直梁截面方向;梁底增加承重立杆根数:1;采用的钢管类型为Φ48×;3、250mm厚楼板模板支架;横向间距或排距(m):;纵距(m):;,andthetelephoneOfficeisresponsibleforprovidingtheappropriatesizeadapterpatchpanelsandelectricalprotectionunit.(Shuttlebus)wiring(IDF)setupintheworkshoponthesecondfloorofthebuilding,s(well).,workandwiringdevices,,adminareausingthejumpers,whichusesprivateRJ45-workdeviceswithjumpershoppingbetweenallswitches,changes,,outwardradiationofeachline(exceptsomepointsmayexceed)doesnotexceed100metresinlength,allinformationforthevariousfloorsallrooms()(IDF):workshopstwoIDF:totalmorethan1200squaremeters,:L=[(S1+S2)/2]+L1+L2l:averagelengthofcable;L1:MDFcableallowance;L2:otherallowancesS1:minimumhorizontalcablelength;S2:maximumhorizontallengthofcable;Officebuildingofinformation:aminimumof26meters,thelongestwas92meters,L=[(28+92)/2]++1=;=49500-meterineachbox(KFT)by300meterspercarton;Thetwisted-paircableboxyouwant=49500÷300=165(KFT);lossesnotincluded,,ubeof(m):;立杆上端伸出至模板支撑点长度(m):;模板支架搭设高度(m):;采用的钢管(mm):Φ48×;板底支撑连接方式:方木支撑;立杆承重连接方式:双扣件。3#楼B座部分1、180mm厚楼板模板支架;横向间距或排距(m):;纵距(m):;步距(m):;立杆上端伸出至模板支撑点长度(m):;模板支架搭设高度(m):;采用的钢管(mm):Φ48×;板底支撑连接方式:方木支撑;立杆承重连接方式:双扣件。、文明施工是企业生存与发展的前提条件,是达到无重大伤亡事故的必然保障,也是我项目部创建“文明工地”的根本要求。为此经理部成立以常务经理为组长的安全防护领导小组,其机构组成、人员编制及责任分工如下:组长:樊国强(项目经理)——负责协调工作。副组长:陈才新(项目副经理)——现场施工总指挥张勇(项目工程师)——技术总部署。组员:高志忠(技术员)——方案编制、技术交底;刘利民(安全员)——现场施工指挥、质量检查;架子队——负责现场具体施工;木工队——负责现场具体施工。、实际施工特点,地下室内搭设落地式、满堂钢管脚手架,用于结构施工。荷载按施工荷载和梁板自重荷载考虑,本系统直接落于楼板上故不需考虑地基承载力。本方案用PKPM软件计算梁板支承体系,其中梁按最大截面梁计算梁支承体系,其他梁的支模架按最大截面梁支承体系搭设。.,andthetelephoneOfficeisresponsibleforprovidingtheappropriatesizeadapterpatchpanelsandelectricalprotectionunit.(Shuttlebus)wiring(IDF)setupintheworkshoponthesecondfloorofthebuilding,s(well).,workandwiringdevices,,adminareausingthejumpers,whichusesprivateRJ45-workdeviceswithjumpershoppingbetweenallsw