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ID:12924179
大小:4.12 MB
页数:141页
时间:2018-07-19
《吉林森工集团办公楼结构、施工设计计算书》由会员上传分享,免费在线阅读,更多相关内容在教育资源-天天文库。
1、毕业设计吉林森工集团办公楼结构、施工设计TheStructureandConsurctiondesignofJiLinSenGongOffice学生姓名所在院系所学专业所在班级指导教师教师职称完成时间::土木工程学院:建筑工程:::讲师讲师:2013年6月14日长春工程学院摘要本次毕业设计是吉林森工集团办公楼,主体八层,框架结构,整个设计分二部分:结构设计部分和施工设计部分。结构设计采用手算一榀框架,考虑多层结构抗震要求,作了抗震验算,在结构上,作了结构的抗震结构设计,这样,可以有效达到“大震不倒,中震可修,小震不坏”的目的。施工部分主要做了三项工作:完成清单工程量,编制建筑工程量投标报价
2、书,完成施工组织设计,施工中选用适当的施工工艺,合理安排进度计划和现场平面布置图关键词:结构设计;框架结构;施工组织;工程量计算Abstract:ThegraduationdesignistodesignJinLinSenGongOffice,It’seightseightlayers,theframestructure,Shoulddesignthatincludingthatstructuredesignandconstructiondesign.Thestructuredesignorginationhandcalculatesoneframe,consideringmulti-la
3、yerstructureanti-earthquakerequests,makingananti-earthquaketochecktocalculate,makingstructureonthestructureofanti-earthquakethestructuredesign,so,canattainthepurposeof"bigearthquakepour,intheearthquakecanfix,smallearthquakeprettygood"suivivalinteribleearthquake.Theconstructionpartmainlydidfourwork
4、s:thelistofquantity,Theconstructionorganizationdesign,ConstructionscheduleandConstructiondrawing.Theconstructionadoptsanewcraft,savingtobuildprice,Theconstructionorganizationadoptsaparallelflowingwaterconstruction,theconstructionmethodoftheflyover,shortenaworkperiod.KeywordsStructuralDesign;Frames
5、tructure;Theanti-earthquakeconstructiondesigns;Flowingwaterconstruction目录前言................................................................1结构设计部分1工程概况..........................................................22结构选型..........................................................42.1结构选型.................
6、..............................................42.2构件尺寸估算...........................................................53楼梯配筋设计......................................................63.1荷载收集...............................................................63.2板的计算..........................................
7、.....................73.3结构选型..............................................................104一榀横向框架的内力分析...........................................134.1确定框架结构计算简图.................................................
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