某旅馆八层框架结构设计计算书_土木工程专业毕业设计_毕业论文.doc

某旅馆八层框架结构设计计算书_土木工程专业毕业设计_毕业论文



设计中英文摘要

本工程为天津市一拟建多层旅馆。按使用功能将建筑分为八层的旅馆主楼和局部二层的商场。主楼标高28.2m，局部裙楼两层8.4m。总建筑面积10326.24m2。本建筑物防火等级二级，抗震设防烈度7度。

本工程结构设计采用框架结构，结构计算按横向框粿@兄胤治觥Ｄ诹扑憧悸且韵滤闹趾稍刈饔茫此降卣鸷稍刈饔孟碌哪诹Γ蚝阍刈饔孟碌哪诹Γ亓稍厣杓浦底饔孟碌哪诹胺缭刈饔孟碌哪诹ΓＴ诮薪孛婵拐鹕杓剖保雌构辜扑悖Ｖぱ有钥蚣芤扒考羧跬洌恐趿海拷诘闳豕辜棵痰纳杓圃颍衣愎乖煲蟆Ⅻbr>

Design Abstract

This engineering is a hotel of many layers intending to set up in Tianjin City. According to the use function, the construct contents eight layer’s tall building and two layer’s short building. The high is 28.2 ms of Main floor and the partial floor elevation is 8.4 m. Total building area is 10326.24 m2. This building resistant fires is second class, and the anti-seismic garrison is seven point five degree.

This engineering construction design adoption the frame construction, Being calculating the structure, the lateral structure be lacked as frame system and be analysis. construction calculation consider of the action come from four loads, they are horizontal earthquake load, design value of gravity load and representative value of gravity load, and the other is wind load. Being underway the design of cross-section anti-seismic, we look the column as stubbornly pressed member to compute. In the intrest of the assurance of the frame-work ability continue, we adhere to the design principle is “stranger column and weaker beam, stranger shear force and weaker bending, stranger joint stronger anchorage”. And the cross-section must to meet the demand of construction.