梦巴黎娱乐城钢筋混凝土建筑结构设计-毕业论文资料.doc

浙江海洋大学本科毕业设计 梦巴黎娱乐城钢筋混凝土建筑结构设计 学 院 名 称 ：浙江海洋大学 专 业 名 称 ：土木工程 学 生 姓 名 ：苗雨凝 学 号 ：130307341 指 导 教 师 ：房艳峰 二○一七年五月 摘 要 本设计题目为梦巴黎娱乐城。占地面积约600，建筑面积为3240。本建筑6层，总高度23.6m，室内外高差0.6m，女儿墙高0.7m。建筑采用一字形，总长度为30m，总宽度为18m。 本工程结构为现浇钢筋混凝土结构，柱混凝土强度等级为C40，底层截面为550mmm×550mm，其他层截面为500mm×500mm。框架梁混凝土等级C30，截面为300mm×700mm和300mm×350mm。建筑地质条件良好，柱下独立基础混凝土强度C30。 本工程抗震设防烈度为7度，设计地震基本加速度值是0.10g。柱网布置整齐，钢筋混凝土结构有良好的抗震能力。计算包含地震作用，风荷载，水平荷载和竖向荷载的计算，内力组合，梁、柱、板配筋，楼梯配筋等。水平荷载作用计算采用的是D值法，竖向荷载作用计算采用了弯矩二次分配法。在梁配筋计算中按单筋梁计算，柱按对称配筋偏压构件计算，板按塑性铰线法计算。结构采用抗震缝，符合抗震要求。 关键词: 现浇钢筋混凝土框架结构，荷载计算，内力组合，结构配筋 ABSTRACT The design is the reinforced concrete structure design of Parisian Dream entertainment.This project covers the area of about 600 v.The construction areas are 3240 . The the building use the structure with six floors .Total height is 23.6 meters, indoor height difference of 0.6 meters,parapet are 0.7 meters.The shape of the building plan use “一” formation . The total length is 30 meters,total width is 18 meters . The structural form of the civil engineering is the form of reinforcement concrete casting .The column concrete strength is C40.the bottom floor is 550mm×550mm,the other sections is 500mm?00mm, . Frame beam concrete grade C30, cross section is 300mm ?00mm and 300mm?350mm. The geological condition of the building is good, and the strength of the independent foundation under the column is C30. The seismic fortification intensity of t600he project is 7 degrees, and the basic acceleration value of design earthquake is 0.10g. Column layout is neat, the reinforced concrete structure has good seismic performance. The calculation includes the earthquake, wind load calculation, horizontal load and vertical load internal force combination, beam, column and slab reinforcement, stairs reinforcement etc.The D method is used to calculate the horizontal load, and the two method is used to calculate the vertical load. According to the calculation of the