资料范本本资料为word版本，可以直接编辑和打印，感谢您的下载英文大摘要地点：时间：说明：本资料适用于约定双方经过谈判，协商而共同承认，共同遵守的责任与 义务，仅供参考，文档可直接下载或修改，不需要的部分可直接删除，使用时 请详细阅读内容摘要英文翻译（这个帮我检查一下，看有没有语法错误。）本次设计的对象为模具堆放简易厂房，建设地点为上海市浦东新区曹路 镇。采用南北向单跨排架结构，跨度30米，柱距2X6+10X9米，总长102 米，内设30/15t中级工作制A5级吊车1台，堆场地坪载荷100 KPa。厂房的 结构设计是本次设计的核心内容，设计依据为整个工程的工程概况、建筑施工 图、生产工艺条件、环境条件、地质勘查报告。根据本工程的工艺要求和结构 的经济性进行结构布置，确定结构的选型为排架结构：厂房柱采用预制混凝土 柱，屋面梁采用变截面H型钢梁，屋面和墙面围护结构采用冷弯薄壁型钢，支 撑系统采用型钢，基础采用桩基承重独立承台，地坪采用级配碎石分层夯实， 不另作其他加固措施。本设计主要完成的内容有：吊车梁设计，排架结构的整 体计算，抗风柱设计，节点设计，分别为梁梁节点设计和梁柱节点设计，围护 结构设计，包括屋面檩条设计和墙面檩条设计，基础设计。其中，排架结构的 整体计算为手算内容，并与电算结果比对无明显差异，其他部分的计算使用土 木工程相关软件计算。主要设计成果为结构计算书和施工图。此次设计方案确 保了厂房的安全性，同时使设计经济合理。The object of this design is a simple plant to pile up moulds, of which the construction site is at Caolu Town， Pudong New Area, Shanghai. The structure of the factory is a single span bent from the north to the south , of which the span is 30 meters, the column distance is 2 x 6 + 10 x 9 meters, the total length is 102 meters, and there is a 30/15t A5 level crane in the plant. The load on the yard ground is 100 KPa. The structural design is the most important part of the design. The general situation of the whole project, the construction plans, the production conditions, the environment conditions and the geological exploration report are the basis of the design. According to the production requirements and the structural economy of the project， I choose the bent frame structure as the mine structure: plant column adopts precast concrete column, roof beam adopts variable cross-section H type steel beam, roof and metope adopt cold-formed steel, supporting system adopts steel, independent foundation adopts the pile foundation bearing caps, floor adopts the stratification of the grading macadam compaction, and no other reinforcement measures. The mainly complete contents of the design include: crane beam design, the overall calculation of the bent frame structure, wind column design, node design, including beam-beam joints design and the beam-column joints design, retaining structure design, including roof purline design and wall beam design, foundation design. The whole calculation of the bent frame structure is hand work content, which has no obvious difference compared with the results of computer, the other parts are calculated by civil engineering related software. The main results are structure calculation and construction drawings. This design ensures the safety of the plant, and at the same time make the design economic and reasonable .英文大摘要(这个帮我串起来，可以写的啰嗦一点，凑足80009000字 符，)本次设计(The object of this design is a simple plant to pile up moulds, of which the construction site is at Caolu Town， Pudong New Area, Shanghai.)The unit undertaking the projects is Shanghai Saikeli automotive moulds technology and application limitedliability company. The floor space of the project is three thousand one hundred and thirty-five squre meters建设单位为上海赛科利汽车模具 技术应用有限 the construction space is one thousand five hundred and sixty-seven point five square meters, and it contains one floor with the height of thirteen point ninety-five meters.the structure of the factory is a single span bent from north to south , of which the span is 30 meters, the column distance is 2 x 6 + 10 x 9 meters, totally102 meters, and there is a 30/15t A5 level crane in the plant. Theload on the yard ground is 100 KPa. ）。 The building important level of the construction if the third of the Ten Heavenly,the seismic fortification intensity of the structural design belongs to the seventh degree, the seismic grade of the structure is of the three- level, the design of the earthquake group belongs to the first group, the fire-proof grade of the building belongs to the second level, the building site categories is regarded as IV in Shanghai and the reasonable service life period is fifty years.The structure design is the most important part of the design. The general situation of the whole project, the construction plans, production conditions, environment conditions and geological exploration report are the basis of the design. The architectural working drawing of the project is provided by Shanghai Institute of Mechanical & Electrical Engineering Co.,Ltd， the geological investigation report is provided by China Shipbuilding Industry Institute of the Engineering Investigation & Design Co.,Ltd.The project is arranged, we can take one common lateral bent as a compute element according to According to the production requirements and the structural economy of the project），Because the moulds dont have special requirements, and the structuralarrangement and load distribution are on the average except for the crane load, we choose on common lateral bent as a compute element, the width of each element is thirty meters, namely the distance between the column next to each other. I choose the bent frame structure as the mine structure: plant column adopts precast concrete column, roof beam adopts variable cross-section