某市机械制造厂单层装配车间毕业设计（计算书+图纸）[面积5918]

毕设基本摘要

摘　要
房屋建筑工程毕业设计一般包括建筑设计、结构设计和施工组织设计三个部分。本工程为黄山市金泰机械制造厂金工装配车间，该车间为三跨不等高单层工业厂房。按功能要求，该厂房两边跨为机械加工工段，跨度18m，轨顶标高9m，柱距6m，各有15/3t中级工作制吊车两台；中跨为机械装配工段，跨度24m，轨顶标高12m，有30/5t中级工作制吊车两台，车间总长为96m。本工程总建筑面积为5918㎡，防火等级为二级，抗震设防烈度为5度。本工程结构设计采用单层装配式排架结构，结构计算按横向排架承重分析。排架柱内力计算考虑以下四种荷载作用：竖向恒载作用下的内力，竖向屋面活荷载作用下的内力，吊车荷载作用下的内力及风荷载作用下的内力。排架柱内力组合考虑以下四种情况： 及相应的 、 ， 及相应的 、 ， 及相应的 、 及 及相应的 、 。对于该单层工业厂房可不进行抗震设计，但须采用构造抗震措施。对于装配式厂房，多数构件需预制，对施工场地平面布置要求严格。本工程将三跨厂房分为三个施工段进行流水施工，对各工种之间的配合要求较高。构件吊装方法中：柱的吊装采用旋转法；屋架吊装采用正向扶直，并用悬吊法吊装。
关键词：单层工业厂房  荷载计算  内力分析  计算配筋  施工组织

ABSTRACT
Graduation Project housing projects generally include architectural design, structural design and construction organization design in three parts. Huangshan, the project group to work Dajian metalworking assembly shop, the shop is not high for the three-span single-storey industrial build
-ings. According to functional requirements, the plant for machining on both sides ofcross-section, span of 18m, the top rail height 9m, column spacing 6m, each 15/3t two mid-level work crane system; mechanical assembly in cross-section, span of 24m, the top rail elevation 12m, there are intermediate 30/5t two working cranes, workshop total length of 96m. The total construction area of 5918 ㎡, fire rating of 2, fight for the 6 degree of intensity maximum security. The design of engineering structures fabricated using single -frame structure, the structure of the calculation according to analysis of the horizontal load-bearing frame. Calculation of column internal forces bent to consider the following four types of loads: the role of the vertical dead load of the internal force, vertical roof live load of the internal force, cranes load and wind load of the internal forces of the internal force under. Combination of column internal forces bent to consider the following four cases: and the corresponding,, and the corresponding,, and the corresponding, and the corresponding,. For the single-storey industrial buildings for seismic design from time to time, subject to the use of structural seismic measures. The assembly plant, the majority of components to be prefabricated on the construction site demanding layout. The project plant will be three cross-section is divided into three water works construction, the co-ordination among the various types of jobs require a higher. Component lifting methods: the use of rotating lifting column method; hold straight being used hoisting roof trusses, and hoisting suspension.
Keywords：  Single-storey industrial building    Load calculation   Internal force analysis   Calculation of reinforced   Construction Organization

建筑面积：5918m²
建筑层数：单层
建筑高度：19.15m
结构类型：排架结构
文件内容：计算书+图纸

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计算书.pdf (4.77 MB, 下载次数: 0, 售价: 30 积分)

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