高层框架结构毕业设计中英文摘要

1、摘 要设计概况设计题目为飞豹办公大楼，坐落在长沙市岳麓区，是由中建八局集团投资开发的能够满足小型公司的办公要求，适应城市商业区的商务需求，同时也有利于改善和丰富街景。本设计一共分三个大部分：建筑设计、结构设计和施工设计。建筑设计本工程主体结构为钢筋混凝土框架结构，总建筑面积11239.26m2，主体房屋长56m，宽度为18m；房屋主体高度为36.9m。-1层层高为3.6m，1层层高为3.6m，2层10层层高为3.3m。本办公楼楼属于二类建筑，设计使用年限50年，抗震设防烈度为7度，防火等级为二级，屋面防水采用二级防水。气象条件：温度：最热月平均29.3度，最冷月平均4.7度，夏季极端最高温度4

2、0.6度，冬季极端最低温度-5.3度。相对湿度：最热月平均75%。平面布置：设计以“适用、经济和美观”为原则。做到了房间面积合适、空间关系协调、环境条件良好，同时结构、构造和施工简单、合理且方便。建筑装修：为保证与周围建筑群的和谐一致，满足城市统一规划要求，本建筑外墙采用白色面砖装饰；楼地面装修：办公室、会客厅等采用瓷砖地面；内墙面装饰以粉刷乳胶漆为主；防水层采用改性沥青防水卷材。建筑布局重点解决建筑物内部各种使用功能和使用空间的合理安排，建筑物与周围环境、与各层外部条件的协调配合，建筑与结构、建筑与各种设备等相关技术的综合协调，实现预定功能。建筑方案偏重于结构合理方便设计，外观中规中矩，简单

3、却适用。结构设计工程地质条件：自然地表1m内为素填土，素填土下层为1.5m厚的砂性土，再往下为2.5m厚全风化砂砾层，全风化砂砾层地基承载力特征值为140-180kPa，再往下为3.0m厚强风化砂砾层，强风化砂砾层地基承载力特征值为400kPa。地下水位：地表以下2.7m，无侵蚀性。设计荷载：基本风压：0.35kN/m2； 基本雪压：0.45kN/m2；屋面活载：2.0kN/m2；楼面活载：根据不同的房间分别取值，具体见结构设计计算书。材料：主要使用C40等级混凝土，HRB400级受力钢筋和HPB300级箍筋，地上各层墙体采用混凝土小型空心砌块。本工程采用柱下独立基础，室内外高差为0.45m。

4、本工程结构形式选用钢筋混凝土框架结构，根据建筑抗震设计规范 (GB50011-2010)可知，本结构属于二级抗震。主要构件截面尺寸：柱：800mm×800mm；框架梁：300mm×700mm；次梁：300mm×600mm、300mm×550mm、300mm×500mm，沿纵、横向布置；屋面板和楼板的厚度分别均为120mm。本工程参考最新混凝土结构设计规范（2010版）及其他相关最新规范进行设计。结构设计过程涉及以下内容：对结构进行荷载计算、地震和风荷载计算并绘出受荷总图。用迭代法进行竖向荷载作用下的内力计算；采用D值法进行水平地震作用下的框架内

5、力计算；风荷载作用下的内力计算；分别进行地震和风荷载作用下的位移验算。分别进行考虑地震作用与不考虑地震作用的内力最不利组合；进行底层、顶层和至少一个标准层梁、柱的配筋计算、并应满足抗震构造要求；裂缝宽度验算；选1个边柱和1个中柱基础，确定其尺寸，进行地基承载能力验算；基础配筋计算；采用PKPM进行计算；将某一种荷载作用下的电算结果打印出来后，对该种荷载作用下的电算结果与手算结果进行对比分析。参考建筑结构制图标准，绘制基础平面布置图、标准层结构布置图、屋顶结构布置图、一榀框架的模板配筋图。结构设计主要采用天正结构、AUTOCAD、PKPM等软件作图。在设计中对迭代法应用OFFICE软件中的EXC

6、EL进行重复迭代计算和绘图，使用BetterWMF等对CAD图复制拷贝，EXCEL中的计算表格转换成图片后粘贴到word文档里面形成计算书。同时，在内力组合和截面设计方面都借助了EXCEL表格的强大数据处理功能。本工程设计采用底部剪力法进行地震作用下的内力计算，底部剪力法适用于质量和刚度沿高度分布比较均匀、高度不超过40m、以剪切变形为主的结构，振动时有水平位移以基本振型为主且基本振型接近直线的特点。施工组织设计 本工程的施工设计主要分为施工方案设计，工程量计算和工期计算，以及施工总平面图，施工进度计划网络图和施工进度计划横道图等方面的内容。设计主要参考建设工程工程量清单计价规范(GB5050

7、0-2008)、建筑工程施工质量验收统一标准(GB50300-2001)等方面的规范和标准。施工方案阶段设计主要考虑施工的顺序问题，必须结合实际工程，合理安排各施工过程的时间，科学合理的组织工人和机械，这就必须运用施工组织设计，利用流水施工作业，达到节省工程开销的目的。施工顺序依次遵循“先地下，后地上；先框架，后砌体；先结构，后装饰；最后做室外工程”的施工顺序，充分利用平面、空间和时间，组织立体交叉作业，为及早插入装饰和各专业施工创造条件，做到科学管理、均衡施工。本工程施工设计中施工方案的设计主要涉及测量定位放线、土方工程、模板工程、钢筋工程、混凝土工程、砌体工程、防水工程、水电安装工程、脚手

8、架工程和装饰装修工程等。同时由于本工程主楼工期为358天，工期较长，需要考虑可能出现的特殊季节施工，如冬季施工和雨季施工。施工设计出于简单方便的原则，在工程量计算和工期计算方面仅考虑主要项目，而忽略次要项目。毕业设计成果1.建筑平面图（-1层，1层，210层，屋顶层）2.立面图（正立面、左侧立面）3.剖面图及构造详图4.基础平面布置图及基础详图5.结构平面布置图（1层，210层，屋顶层）6.一榀框架的模板配筋图7.施工总平面布置图8.施工进度计划图（横道图及网络图）9.建筑设计说明书、结构设计说明书、结构计算书及施工计算书10.中英文摘要设计参考相关规范混凝土结构设计规范(GB50010-20

9、10)建筑结构荷载规范(GB50009-2010)建筑抗震设计规范(GB50011-2010)建筑地基基础设计规范(GB50007-2011)高层建筑混凝土结构技术规程(JGJ3-2010)混凝土结构工程施工质量验收规范(GB50204-2011)建设工程施工项目管理规范(GB50326-2006)建筑工程施工质量验收统一标准(GB50300-2001)高层民用建筑设计防火规范（GB 50045-95）建筑结构制图标准（GB/T 50105-2010）中南地区工程建设标准设计建筑图集相关现行建筑施工规范关键词：高层公寓式写字楼，建筑设计，结构设计，施工设计ABSTRACTProject Ove

10、rview The building is named Fly Leopard high-rise office building ,located in the city of Chang Sha, Hunan province.The building will satisfied many small companies with office and accommodation.Meanwhile,it will adjust downtown business needs and help to improve and enrich the street.This design po

11、ints three parts in total: architectural design, structural design and construction design.Architectural DesignThe main structure of the building is reinforced concrete frame structure .The total area of this project is 11239.26m2 .The building, with ten stories overground and one story underground,

12、 the dimension of which is 56m × 18m , and its total height is 36.9m . Among these ten stories, the height of the basement is 3.6m，and the first floor is 3.6m , the height of other stories is 3.3m.This buildings design use fixed number of year is 50 years,belongs to class two.Earthquake-resista

13、nt intensity of the construction is 7 degree. Fire-resistance rate of the building is the second grade.Waterproof is the second grade.Meteorological condition:Temperature: The average temperature of the hottest month is 29.3, The average temperature of the coldest month is 4.7. the summer extreme ma

14、ximum temperature is 40.6, the winter extreme minimum temperature is -5.3.Relative humidity: The average relative humidity of the hottest month is 75%.The structure design uses "applicable, economical and beautiful" for the principle. It is realized that the room area is proper, spatial re

15、lation is harmonious , and environment condition is good, at the same time,structure, constitution and construction are simple, reasonable.Architectural Decoration:Considering the harmony between this high-rise apartment building and the other ones around, and in order to meet the planning requireme

16、nt of the city, we adopt white brick for the surface of the exterior wall.The surface of the floor is made of ceramic tile also in office room and the reception room. The surface of the internal wall is mainly brushed emulsion paint .Waterproof-layer consists of modified bitumen membrane.Architectur

17、al layout focuses mainly on all sorts of use functions and the reasonable arrangement of the space, and the coordination among the building, surrounding environment and the external conditions. building and structure, construction and comprehensive coordination of various equipment and related techn

18、ology, fulfilling predefined functions.The plan is focus on convenient and reasonable structure design, appearance simple but applicable.Structural DesignEngineering geological condition:Natural surfaces is filling within 1 meter, and under the filling is 1.5 meters thick sandy soil , and under the

19、sandy soil is 2.5 meters thick weathered sand gravel layer , the characteristic value of foundation bearing capacity of which is 140-180kPa , and under the weathered sand gravel layer is 3.0 meters thick strong weathering sand gravel layer ,the characteristic value of foundation bearing capacity of

20、which is 400kPa. The basic wind pressure is . Basic snow pressure and . Materials mainly use C40 concrete grade, grade HRB400 reinforced rebar and HPB300 level rebar for stirrup, ther wall use concrete small hollow block. The foundation of the building uses independent footing. The elevation differe

21、nce between the interior level and exterior level is 0.45m .The structure system of this building is reinforced concrete frame structure. According to Code for Seismic Design of Buildings(GB50011-2010), the grade of the earthquake resistant for the frame structure is the second grade.Cross section s

22、ize of the elements: Column, 800mm×800mm; Frame beam, 300mm×700mm; Secondary beam,300mm×600mm, 300mm×550m,300mm×500mm, along the longitudinal and horizontal layout. The thicknesses of the roof panel and the floor panel is 120mm. the walls are made of standard brick.This buil

23、ding refers the latest specification "Concrete Structure Design Code" (2010 edition) and other related to latest specification. Structure design process involves the following content: the structure of the load calculation, earthquake and wind load calculation and draw the assembly drawing

24、. Using iterative method to carry on the internal force under the vertical load calculation; Using the D value method to work out the frame internal force under horizontal seismic action; Calculation of wind load under the action of internal force; Calculation of the displacements under earthquake a

25、nd wind load separately. Respectively searching the effect of internal force of the most unfavorable combination considering earthquake action and not considering earthquake action;calculation of the reinforcement for beams and columns on the bottom and the top and at least one standard,and shall me

26、et the requirements of earthquake-resistant structure; Crack width calculation; Choosing a side column and a center column foundation, to determine their sizes,and to check the foundation bearing capacity; Foundation reinforcement calculation; Using PKPM to calculate; Contrast analysis for the compu

27、ting results and hand calculated results under a certain kind of load by printing out the available results under the same load condition. Referring "Structure Drawing Standards" to draw basic layout, standard layer structure arrangement, roof structure layout, and the cross template reinf

28、orcement figure for a common framework .This structure design mainly adopts software such as Tian Zheng structure, AUTOCAD, PKPM. During the design the function of EXCEL in OFFICE software is used for iterative method to make double counting and drawing, besides BetterWMF is used to duplicately copy

29、 figures on CAD, and the EXCEL computation sheets can be pasted into a word document by taking pictures function converts images.At the same time, in the aspect of internal force combination and cross section design the powerful data processing function of EXCEL spreadsheets is used.This library des

30、ign uses the bottom shear method to calculate internal force under the action of earthquake. Here the bottom shear method is suitable for structures whose mass and stiffness along the height distribution is evener, height is not more than 40m, and deformation mainly in shear form.And such structures

31、 vibrate with horizontal displacement given priority to with basic modes and the characteristics of the basic mode close to linear.Construction designThe building construction design is mainly divided into construction scheme design, calculation of quantities and schedule calculation, and constructi

32、on plan construction schedule planning network diagram and construction schedule plan figure etc. This design mainly refers to "Construction Project Quantities List Valuation Specification" (GB50500-2008), "the Architectural Engineering Construction Quality Acceptance Standard "(

33、GB50300-2001), and other aspects of the norms and standards.Construction design stage mainly considerate the construction sequence, which must be combined with the actual project. And it need reasonable arrangement of the construction process, scientific and reasonable organization workers and machi

34、nery, which must use the construction organization design, use flowing water construction, to achieve the purpose of saving engineering cost. Construction sequence should follow the "underground first, after the ground; the framework first, after the masonry;structure first, after the decoratio

35、n, and after finally do outdoor project" construction sequence, make full use of the plane, space and time, organize stereo crossover operation, create conditions for early insert decoration and various professional construction, make scientific management and balanced construction.The construc

36、tion plan design in this library construction design is mainly involved in measurement positioning pay-off, earthwork engineering, template engineering, reinforcing bar engineering, concrete engineering, masonry engineering, waterproofing engineering,water and electricity installation engineering, s

37、caffolding engineering and decoration engineering, etc. At the same time, due to that the building for the construction period is 385 days, which is a little longer, there is a need to consider possible special seasonal construction, such as the construction in winter or the construction in rainy se

38、ason.For the principle of easy and convenient, the design of this library construction design only consider major projects, and ignore the secondary project in the calculation of quantities and schedule calculations .Results of the graduation design1. The floor plan (the underground layer, the first layer, 2-10 layer, roof)2. Elevation (front elevation,back elevation,left side of the facade)3. Profiles and the detail of wall construction 4. Layout and detail of founda