目 录
摘 要................................................................................................................................... 1 Abstract .............................................................................................................................. 2 前 言................................................................................................................................... 3 第一章 建筑设计 ................................................................................................................ 4 1.1 建筑总体设计 ........................................................................................................... 4 1.2 建筑平面设计 ........................................................................................................... 4 1.2.1首层平面图.......................................................................................................... 4 1.2.2标准层平面图 ...................................................................................................... 4 1.3 建筑立面设计 ........................................................................................................... 4 1.4 建筑剖面设计 ........................................................................................................... 5 1.5 垂直交通设计 ........................................................................................................... 5 第二章 结构设计 ................................................................................................................ 6 2.1 结构计算单元的确定 ................................................................................................ 6 2.1.1主要构件选型及尺寸初步估算 ............................................................................ 6 2.2 荷载计算 .................................................................................................................. 9 2.2.1荷载汇集 ............................................................................................................. 9 2.3 竖向荷载作用下框架结构的力的计算 .................................................................... 11 2.3.1恒荷载计算........................................................................................................ 12 2.3.2活荷载计算........................................................................................................ 13 2.3.3力计算 ............................................................................................................... 14 2.4 横向水平载荷作用下框架结构力和侧移计算 ......................................................... 26 2.4.1横向框架侧移刚度计算 ..................................................................................... 26 2.4.2横向风载荷作用下的框架结构力和侧位移计算 ................................................ 29 2.4.3横向水平地震作用下框架结构的力和侧移计算 ................................................ 38 2.5 横向框架力组合 ..................................................................................................... 63 2.5.1结构抗震等级的确定 ......................................................................................... 63 2.5.2框架梁力组合 .................................................................................................... 63 2.5.3框架柱力组合 .................................................................................................... 63 2.6 框架截面设计 ......................................................................................................... 71 2.6.1 框架梁截面设计 ............................................................................................... 71 2.6.2 框架柱截面设计 ............................................................................................... 72 2.6.3 框架梁柱节点核芯区设计 ................................................................................ 75 2.7 楼板配筋计算 ......................................................................................................... 78
2.7.1角区格B1计算 .................................................................................................. 79 2.7.2边区格B2计算 .................................................................................................. 80 2.7.3边区格B3计算 .................................................................................................. 82 2.7.4中间区格B4计算 .............................................................................................. 83 2.8 楼梯配筋计算 ......................................................................................................... 87 2.8.1梯段斜板的配筋计算 ......................................................................................... 87 2.8.2平台板的配筋计算 ............................................................................................ 88 2.8.3平台梁的配筋计算 ............................................................................................ 88 第三章 基础部分设计 ....................................................................................................... 90 3.1 基础类型的选择及分析 .......................................................................................... 90 3.2 确定基础埋深 ......................................................................................................... 91 3.3 选择桩型 ................................................................................................................ 91 3.4 单桩承载力的计算和桩数的确定 ........................................................................... 91 3.4.1计算单桩承载力 ................................................................................................ 91 3.4.2桩数的确定和布置 ............................................................................................ 91 3.5 单桩承载力验算及桩顶竖向力设计值 .................................................................... 93 3.6 基础结构设计 ......................................................................................................... 93 3.6.1桩身设计 ........................................................................................................... 93 3.6.2承台设计 ........................................................................................................... 94 参考文献 ............................................................................................................................. 98 附录A ................................................................................................................................. 99 后 记............................................................................................................................... 106
摘 要
本设计主要是做一幢钢筋混凝土结构的高层生产综合楼。设计以结构设计为主,仅涉及一部分建筑设计。
此次设计的目的:
1.掌握建筑设计的容、方法和步骤、充分考虑影响设计的各种一因素。 2.熟悉且正确的使用各种规、标准。
3.培养综合运用所学知识能力,掌握现行规、规程,明确建筑设计的基本程序和设计要领。 4.掌握高层结构的计算方法和构造要求等等。
通过对高层生产综合楼的设计,掌握结构竖向荷载的计算方法、水平风荷载、水平地震荷载的计算方法、学会用力矩分配法计算荷载的弯矩、学会梁平法、柱平法、梁板配筋的计算,同时学会用PKPM进行电算,使得手算与电算进行对比,以查找不足之处。
通过此次设计,在老师的帮助下,我完成了自己的毕业设计,学会了与高层生产综合楼相关的一系列知识,并举一反三,融会贯通,可以进行高层结构的其他设计。
关键词:竖向荷载;水平风荷载;水平地震荷载;混凝土工程
Abstract
The origin mainly design is to do a key figures that the reinforced concrete is structural transact the building.Design medium structure design is a lord, involving one part of building designs only.
This purpose of design:1, control the contents, method and steps of the building design and consider various one factor that influence design well.2, acquaint with and use various norm rightly, standard 3, foster the knowledge ability that comprehensive usage learn, control the current norm, the rules distance, the basic procedure of the explicit building design and design the main theme 4, control the key figures the calculation method of the structure and construct to request the etc.
Pass the design that transacts to the key figures, control the structure toward the calculation method, the level breeze lotus that the lotus carry carry, the level earthquake lotus carry of calculation method, academic association use the curved that a method of calculation lotus carry, the even method, the beam plank of even method, pillar of the academic association beam go together with the calculation of the mastering to make use of the computer to carry on at the same time machine-readable, make calculate to carry on the contrast with COBOL, to check the place of seek the shortage.
Pass this time design, under the teacher's help, I completed own graduation design, master to transact the related and a series of knowledge of building with key figures, and draw inference from one example, integrate, can carry on the key figures' other design of the structure.This design of unique shortage of be placed in in did not carry on all constructions organization design through, carried on only among them of a part- reinforced concrete engineering.
Key words:the carries toward lotus;the level breeze lotus carry;the level earthquake lotus carry;reinforced concrete engineering
前 言
现代科学技术的高速发展把我们带入了一个全新的信息时代,加快了工作与生活的节奏,因此,如何使今天的办公环境成为高效率传递与处理来自四面八方的大量信息,适应现代办公方式的有效场所,换言之,即如何设计现代办公楼,已成为当今建筑师和有关专家多研究的重要课题之一。
国外现代办公楼设计可追溯到十九世纪,产业革命伴随着科学技术进步,钢材用于建筑、用于通讯、电灯用于照明,而电梯解决了高层建筑的垂直交通问题,这一切都为办公楼实现各种现代化功能创造了必要的条件。直至八十年代,科学技术与经济的发展使得装备以形形色色的现代化设施、实现各种复杂的综合性功能成为现代办公楼设计的发展趋势。
当今世界办公楼发展日新月异,它的设计具有很强的科学性、技术性、与现代信息技术、人体工程学、心理学等有密切联系、,成为专门研究的课题。
办公室时脑劳动者管理和生产信息的部门。为了保证高效率,以求在高速竞争的社会中立于不败之地,办公楼的投资者和设计者将最先进的信息情报手段引进办公室的设计;为了给工作人员提供各种方便核安全保障,将各种自动管理、总动控制体系用于办公楼的设计水平,使得整个办公楼设计成为多种学科的综合科技成果。可以这样说,先进办公楼的设计水平,从侧面反映这个国家的科学、技术、经济发展水平。
国外办公楼发展动向可以归纳为以下几点: 1.向高层发展; 2.向综合性发展; 3.向灵活性发展; 4.向智能化发展。
其中以最后一点为现代办公楼的主要特征。
随着我国工业生产迅速发展,城市用地日趋紧,大城市中的办公楼有向高层发展的趋势。钢筋混凝土结构体系的发展,为高层办公楼提供了新的平面布局条件,其中核心式的建筑布置方式、及把楼梯、电梯间、卫生间等放在平面的中心部位把办公室放在周围这种形式成为近年来国高层办公楼的布局模式。
高层框架剪力墙结构办公楼毕业设计计算书
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