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1、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26+109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
2、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 To
3、wn，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
4、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 require
5、ments 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 founda
6、tion 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 d
7、esign, 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 res
8、ults 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
9、，） 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 limited-liability company. The floor space of the proj
10、ect 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
11、 bent from north to south , of which the span is 30 meters, the column distance is 2 x 6 + 10 x 9 meters, totally 102 meters, and there is a 30/15t A5 level crane in the plant. The load on the yard ground is 100 KPa. ）。The building important level of the construction if the third of the Ten Heavenly
12、,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 ca
13、tegories 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 rep
14、ort 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.,Lt
15、d.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 avera
16、ge 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
17、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.）。In the de
18、sign, structure for the steel - concrete hybrid structure, compared with the concrete (concrete) structure, the structure has advantages in terms of weight, reducing structural section size, improving the structure performance, mechanical property and speeding up the construction progress. Compared
19、with pure steel structure, it has good fireproof performance, integrated with good comfort characteristics of small amount of steel, wind load.The mainly complete contents of the design include: crane beam design, the overall calculation of the bent frame structure, wind column design, node design,
20、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 came beam adopts the weld beam system, the I-shaped cross-section has brake plate and we choose the Q235 steel and the E43 stee
21、l as the welding rod, the design process includes (load analysis, internal forces calculation, cross-sectional design, strength checking, rigidity checking, overall stability checking and weld calculation. The column type choose 700 mm x 400 mm cross section, the material selection of C30 concrete,
22、advocate muscle (level of main reinforcement) for HRB335, stirrup (level of stirrup) for HPB300, bent (bent) roof beam (roof beam) choose H type 1050 x 300 x 10 x 14 section and H (1050-1450) x 300 x 10 x 14 type variable cross-section, choose Q235 steel material, the whole design contains section d
23、esign, load calculation, internal forces calculation, reinforcement calculation and member checking）；the Wind column adopts concrete column 400 mm x 400 mm cross section, adopts C30 concrete materials, the main steel level is HRB335, and the stirrup level is HPB300, the design process includes the i
24、nternal force calculation, reinforcement calculation and member checking, etc. We adopts Q345 steel roofing purline, purlin spacing of 1.5 m, span of 9 m, set between two brace (brace), we selects the pressed steel sheet as roofing material, the side span roof purlin section is XZ250 20 x 2.5 x 75 x
25、 and the middle span roof purlin section is XZ250 20 x 2.0 x 75 x;we choose Q345 steel as wall beam ,there are three kinds of wall beam distance, namely 1.5 m, 1.15 m and 1.3 m, and the span is 9 m, which is set between two brace. We choose the pressed steel plate as the metope material ,and the sid
26、e wall beam cross section is XZ250 20 x 3.0 x 75 x and the middle wall beam section is XZ250 20 x 2.0 x 75 x;Basis (foundation) . We choose the the Pile foundation bearing independent caps as the foundation and the cushion cap includes three pile caps and the intensity of the concrete beton jetereti
27、ng is C30, whats more, we choose the HRB335 steel. The design process includes the size of the pile foundation design, pile vertical bearing capacity checking, caps stress calculation and settlement calculation and so on.This whole calculation of the bent frame structure is hand work content, which
28、comparing with the results of computer has no obvious difference, 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.在设计计算过程中，我也遇到了一些问题。设计院中真正的厂房设计与在学校做的课程设计相比，要求设计思路更加清晰，设计更加细致严谨，参数选择更加规范。由于之前在校内所学课程都是手动计算，而实际设计中一般选用专业软件进行设计计算，所以我需要系统学习相关专业软件以方便计算。混合结构（composite structure）虽然在工程中广泛应用，但我平时涉猎不多，特别是混合结构的连接节点形式，我通过查阅一些资料，并且仔细学习了设计院之前的混合结构的案例，对混合结构的设计加深了认识，基本掌握了设计和计算方法。最终在毕业设计导师和设计院带教老师的指导和帮助下顺利完成了本次设计。