宾馆建筑与结构设计计算书

摘要

摘 要

本毕业设计题目是青岛××宾馆建筑及结构设计，该宾馆的总建筑面积大约是5469.984平方米，共6层，建筑高度为23.4米。该宾馆采用的主体是框架结构，柱子是主要的承重构件，结构形式强度较高、刚度较大、整体性能好。

建筑设计是在总体规划的前提下，考虑基地的地理位置、房间的使用功能、建筑的外观设计、建筑的经济情况等问题，按照相关的规范，合理的进行建筑物的平面设计、立面设计、以及相关部位的剖面设计，着重解决建筑物的重要细部结构，使得建筑物做到适用、经济、美观。

结构设计主要根据建筑设计的可行的方案，进行建筑的相关设计，具体计算包括：框架梁、柱、板截面尺寸的确定；荷载的计算；框架侧移刚度的计算;框架侧移刚度的计算；

横向水平荷载作用下的框架内力计算;横向水平荷载作用下的框架内力计算横

向水平荷载作用下的框架内力计算；竖向荷载作用下的框架内力计算；配筋计算;框架的基础计算。

在建筑设计和结构设计分工与合作下，整体的建筑得到了呈现。各个方面的结合最终构成一个完整建筑物的施工依据。

关键词：建筑设计；内力组合；截面设计；配筋计算；基础设计；

I

英文摘要

Abstract

This graduation design topics is lingshui river hotel in Dalian province, the hotel with a total construction area of about 5469.98 square meters, a total of six layers, height of 23.4 meters. The main body of the hotel is the use of frame structure，the structure have High structure strength, big stiffness, good overall performance

The architectural design is under the premise of the overall planning, according to the requirements of the design task book, considering the base environment, the using function of the house, construction equipment, Construction exterior design and economy. Focus on related standard, the graphical design of reasonable advance building,as well as the section plane design of related spot ..

The structural design mainly acts according to the architectural design the feasible plan, carries on the related design of construction, the concrete computation includes: Definite frame beam, column and board section size. Load calculation, Stiffness calculation of frame side, Calculation of frame internal force under horizontal load, Calculation of internal forces of frame under vertical loads, The combination of internal forces, Calculation of frame beams, columns, plates, reinforcement, Framework based computing.

Both the division between the two building design and structure design, and cooperation, to form a unified whole. Combined with the various aspects of the finally formed the basis for construction of a complete building

Keywords: Architectural design; the combination of internal forces; section design; reinforcement; foundation design

II

目录

目录

摘 要............................................................................................................................ I Abstract ......................................................................................................................... II 目录.............................................................................................................................. III 第一章 建筑设计说明............................................................................................. - 1 -

1.1 工程名称.................................................................................................... - 1 - 1.2 工程概况.................................................................................................... - 1 - 1.3 设计基本资料............................................................................................ - 1 -

1.3.1 气温................................................................................................. - 1 - 1.3.2 降雨量............................................................................................. - 1 - 1.3.3 工程地质概况................................................................................. - 1 - 1.3.4 荷载................................................................................................. - 2 - 1.3.5 设计材料及说明............................................................................. - 2 - 1.5 建筑总平面设计........................................................................................ - 3 -

1.5.1 建筑总平面说明............................................................................. - 3 - 1.5.2 建筑平面设计................................................................................. - 4 - 1.5.3 建筑体型及立面设计..................................................................... - 4 - 1.5.4 建筑剖面设计................................................................................. - 5 - 1.5.5 重要部件构造做法......................................................................... - 6 -

第二章 结构设计说明............................................................................................. - 9 -

2.1 结构体系的选择和确定............................................................................ - 9 -

2.1.1 结构类型......................................................................................... - 9 - 2.1.2 结构体系......................................................................................... - 9 - 2.1.3 框架结构布置................................................................................. - 9 -

第三章 框架构件尺寸确定................................................................................... - 11 -

3.1 框架梁截面尺寸的确定.......................................................................... - 11 - 3.2 框架柱截面尺寸的确定.......................................................................... - 11 - 3.3 楼板和屋面板.......................................................................................... - 13 - 3.4结构计算单元的选取............................................................................... - 13 - 第四章 荷载计算................................................................................................... - 15 -

4.1 屋面及楼面的永久荷载标准值计算...................................................... - 15 - 4.2 屋面及楼面的可变荷载标准值计算...................................................... - 16 - 4.3 梁柱重力荷载标准值计算...................................................................... - 16 - 4.4 墙体重力荷载标准值计算...................................................................... - 17 - 4.5 门窗重力荷载标准值计算...................................................................... - 18 - 4.6 楼面及屋面横载与活载标准值计算...................................................... - 19 - 4.7 女儿墙自重标准值计算.......................................................................... - 19 - 4.8 重力荷载代表值计算.............................................................................. - 19 - 第五章 框架侧移刚度的计算............................................................................... - 23 -

5.1框架梁线刚度计算................................................................................... - 23 - 5.2框架柱线刚度计算................................................................................... - 23 -

III

目录

5.3框架柱抗侧移刚度计算........................................................................... - 24 - 第六章 横向水平荷载作用下框架结构的内力和侧移计算............................... - 26 -

6.1横向水平地震作用下框架结构的内力和侧移计算............................... - 26 - 6.2横向风荷载作用下框架结构的内力和侧移计算................................... - 33 -

6.2.1 计算风荷载标准值....................................................................... - 33 - 6.2.2 计算风荷载作用下层间位移....................................................... - 35 - 6.2.3计算风荷载作用下框架内力........................................................ - 36 -

第七章 竖向荷载作用下的结构内力计算........................................................... - 40 -

7.1计算单元的选取....................................................................................... - 40 - 7.2竖向荷载计算........................................................................................... - 40 - 7.3内力计算................................................................................................... - 41 -

7.3.1 计算框架的恒载与活载竖向荷载............................................... - 41 - 7.3.2 使用弯矩的二次分配法计算框架弯矩....................................... - 46 -

第八章 内力组合................................................................................................... - 55 -

8.1内力调整................................................................................................... - 55 - 8.2框架梁、柱内力组合............................................................................... - 56 - 第九章 框架梁、板、柱配筋计算....................................................................... - 63 -

9.1框架柱配筋计算....................................................................................... - 63 -

9.1.1框架柱截面设计（以边柱截面为例）........................................ - 63 - 9.2框架梁配筋计算....................................................................................... - 66 -

9.2.1框架梁正截面受弯承载力计算（首层为例）............................ - 66 - 9.2.2 框架梁斜截面受剪承载力计算（首层为例）........................... - 67 - 9.3框架板配筋计算....................................................................................... - 68 -

9.3.1 楼板的材料选用........................................................................... - 68 - 9.3.2 楼面恒载的计算........................................................................... - 69 - 9.3.3 板的配筋计算............................................................................... - 69 -

第十章 框架基础计算......................................................................................... - 73 -

10.1基础截面计算......................................................................................... - 73 - 10.2地基承载力及基础的冲切验算............................................................. - 74 - 10.3基础底板配筋计算................................................................................. - 75 - 结 束 语................................................................................................................. - 77 - 致 谢................................................................................................................... - 78 - 参 考 文 献........................................................................................................... - 79 -

IV

第一章 建筑设计说明

第一章 建筑设计说明

1.1 工程名称

青岛××宾馆建筑及结构设计

1.2 工程概况

本工程建设地点位于青岛市市南区，耐火等级为二级，抗震设防裂度为6度(0.10g)， 屋面防水等级为二级，设计使用年限：50年。建筑物占地面积为6452.784平方米 ,总建筑面积为:5469.984平方米，建筑物高度为23.4米，主要结构形式为现浇钢筋混凝土框架结构，柱下独立柱基础，蒸压粉煤灰加气混凝土砌块为填充墙。建筑一共分为6层，1-2层根据宾馆的使用要求设有接待厅、超市、餐厅、健身房、咖啡厅等，3-6楼为客房层，根据使用人数的情况分为单人间、双人间、三人间和四人间，单人间和双人间设有单独的卫生间，其余使用公共卫生间。

1.3 设计基本资料

1.3.1 气温

月 份 平均气温/℃ 平均最低气温/℃ 1 -5 -8 2 -2 -5.5 3 4 -1 4 13 5 18 6 20 7 24 8 28 9 24 10 20 11 13 -1 12 -3 -5

1.3.2 降雨量

全年平均降雨量550mm，小时最大降雨量为30mm。 1.3.3 工程地质概况

（1）地形平坦，自然地表标高36.0m。

（2）根据勘察报告，场区土层按自上而下顺序表述如下：

第1页