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某地区6层框架结构宾馆毕业设计（计算书+图纸）[面积5089]

资料分类：土木工程毕业设计 - 建筑结构毕业设计 | 发布形式：资料共享 | 更新时间：2016-02-09 显示全部楼层

毕设基本摘要

某宾馆结构设计
（重庆三峡学院土木工程系建筑工程专业 2011 级重庆万州 404000）
摘要本工程为钢筋混凝土框架结构，因为框架结构比较砖混结构有承载力大、结构自重轻、建造的工业化程度高，抗震性能好、工业化程度高等优点；跟钢结构相比又具有造价低、材料来源广泛，耐火性好，结构刚度大，维修费用低等优点适用于多层建筑。该宾馆的设计总面积为 5078.8m2，一共 6 层，第一层层高为 4.5m，标准层层高为 3.6m,顶层电梯房是冲层，且层高 3.0m，室内外高差为 0.3m，抗震等级：三级，设防烈度：6 度。
宾馆建筑设计部分，依据业主要求和功能来初步确定房间布局，初步确定房间和立面的布置，装修规格较高，房间采用大理石地面，大堂外墙面为干挂石材，卫生间用普通地砖。
宾馆的结构部分是根据使用情况，建筑材料，工艺要求等来确定结构布置的方案，任意选取一品框架进行计算，对活载、恒载、风荷载、等确定荷载大小和方向，风荷载用 D 值法，竖向荷载采用弯矩分配法，然后对竖向弯矩进行调幅、内力组合，再采用 PKPM 进行建模计算，并绘制建筑图和结构图。
关键词：框架结构建筑设计荷载计算 PKPM 建筑图结构图

Jinan structure design of a hotel
Chongqing Three Gorges University Department of civil engineering Construction engineering The class of 2011 Chongqing Wanzou 404000
Abstract Used in this design is the design of reinforced concrete frame structure, the framework structure of brick and concrete structure, large carrying capacity, light weight structure, seismic performance, and advantages of the construction of the level of industrialization; compared with the steel structure has a low cost, materials wide variety of sources, fire resistance, structural rigidity, the
use of maintenance and low cost. Suitable in multistorey building
The total area of the hotel design area 5089.8m2, 6 layer, a layer of 4.5m, the standard storey 3.6m, top-level elevator room protruding, the height is 3.0m, indoor and outdoor height difference of 0.3m, seismic rating of the three fortification intensity 6.Part of architectural design, according to the function partition initial layout of the room, initially to determine the layout of rooms and facade decoration specifications, dry hanging stone outer wall of the lobby, rooms with marble floors, bathroom with ordinary tiles.
Structural elements, building materials, process requirements, to determine the structural layout program, select a product framework to calculate the dead load, live load, wind load, snow load to determine the load size and layout position, wind load calculated D value vertical load calculation using the moment distribution method, and then carried on the vertical bending moment AM, the internal force combinations, and finally using PKPM overall calculation, and draw the building plans and structural drawings
Keywords: frame structure, building design, load calculation, in PKPM building plans, structural drawings.

建筑面积：5089m²
建筑层数：6层
建筑高度：25.5m
结构类型：框架结构
文件内容：计算书+图纸+任务书+开题报告+答辩PPT

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