办公楼毕业设计

1、办公楼毕业设计【篇一：某综合办公楼设计(毕业设计 )】毕业设计设计题目：某综合办公楼设计姓 名 学 号 院 （系）土木工程与建筑学院专 业 土木工程指导教师2013 年5月26日摘 要本工程是位于某市中天街西段的某综合办公楼，采用框架结构，主体结构七层，本地区抗震设防烈度为7 度，场地类别为二类场地。夏季主导风向为东南风，冬季为北风，基本风压0.5kn/m2 。基本雪压 0.25kn/m2 。楼屋盖均采用现浇钢筋混凝土结构。本设计贯彻“实用、安全、经济、美观”的设计原则。按照建筑设计规范，认真考虑影响设计的各项因素。本设计主要内容为手算选取了结构方案中横向框架第5 轴结构设计。在确定框架布局之

2、后，先计算竖向荷载（恒载及活荷载）和风荷载作用下的结构内力。然后进行了重力荷载代表值的计算，接着利用能量法求出自振周期，进而按底部剪力法计算水平地震荷载作用，进而求出地震作用下的结构内力（弯矩、剪力、轴力）。找出最不利的一组或几组内力组合。选取其中最不利的结果计算配筋并绘图。此外还进行了结构方案中的室内楼梯的设计，完成了平台板、梯段板、平台梁等构件的内力和配筋计算及施工图绘制。对楼板进行了配筋计算。本设计采用独立基础，对基础进行了受力和配筋计算。整个结构在设计过程中，严格遵循现行的国家标准规范，对设计的各个环节进行综合全面的科学性考虑。总之，安全、适用、经济、方便是本设计的原则。 关键词：框架

3、结构，抗震设计，荷载计算，内力计算，计算配筋iabstractthe project is located in the western section of a city zhongtian street office building, using the frame structure, the main structure of seven storeys, the region seismic intensity of 7 degrees, site classification as second-class venue. dominant wind direction is so

4、utheast wind in summer and winter from the north; the basic wind pressure is 0.5kn/m2. basic snowpressure is 0.25kn/m2. the floor and the roof are made of cast-in-place reinforced concrete structure. the principle is practical,safe, economic, and aesthetic. in accordance with thearchitectural design

5、 specifications, carefully consider thevarious factors affecting the design.the design of the main contents was calculating the structurefor the program 5th axis transverse frame structure design byhand. in determining the frame layout, first calculate thevertical loads (dead load and live load) and

6、 wind loads ofstructural forces. then calculate the gravity load representativevalue, then calculate the vibration period by using the energymethod, and then calculate the horizontal seismic load byusing the base shear method, and then find the structureunder seismic forces (bending moment, shear, a

7、nd axial force).identify the most unfavorable force of a group or severalgroups of force combinations. selectone of the most unfavorable results calculated reinforcementand drawing. in addition, the structure of the program carriedout in the interior staircase design, completion of the platformboard

8、, bench boards, beams and other components of theforce platform and reinforcement calculation and constructiondrawings. reinforcement calculation carried out on the floor.this foundation design uses independent foundation, carriedout on the basis of the force and reinforcement.in the design process

9、the whole structure, strict compliancewith existing national standards, all aspects of the design ofsuitable, economical and convenient is the design principle.key words: frame structure, seismic design， load calculationinternal forcecalculation， calculation reinforcement，目 录【篇二：土木工程毕业设计办公楼设计】目 录摘要

10、.iii abstract .iv 1前言. v2 建 筑 设 计 .22.1 建筑概况 . 22.2 采光、通风、防火设计 .22.3建筑细部设计 .22.4方 案 构思 .22.5设 计 过程 .2.63建筑做法 . 33 结 构 设 计 .33.1 结构选型布置及计算简图 .43.1.1 结构选型 . 43.1.2 柱网布置 . 43.1.3 梁板柱的截面尺寸 .43.1.4. 计算简图 . 53.2 荷载计算 . 6恒荷载计算 . 6活荷载计算 . 12风荷载计算 . 143.3. 内力计算. 15风荷载作用下的内力计算及侧移验算. 15柱的侧移刚度计算过程如下. 15活荷载作用下的框

11、架内力分析. 20恒荷载作用下的内力分析. 263.5. 截面设计. 35框架梁. 35框架柱 . 44楼梯的计算 . 49板的计算 . 52基础设计 . 574 施 工 设 计 .634.1 工程概况. 63总体概况. 63建筑设计. 63结构设计. 644.2 施工部署. 65总体部署. 65工程的管理组织.654.3 施工准备 . 664.4 施工顺序 . 66施工原则. 66基础工程施工顺序. 66主体工程施工顺序. 67屋面工程施工顺序. 674.5 分项工程施工技术及参数. 67土方与基础工程施工方案. 67主体结构施工方案. 72主要装饰工程施工方案. 824.6 施工进度计划

12、. 864.7 主要机具表 . 874.8 施工平面图布置. 87施工平面图布置原则. 874.9 施工措施. 88安全技术措施. 89文明施工措施 . 91雨季施工措施. 92谢辞.96 参考文献.错误！未定义书签。摘 要本文为山东银座物流园办公楼设计计算书。该楼建筑面积 4000m2 左右，根据建筑设计、抗震方面等的要求，确定合理的结构方案和结构布置方案，确定框架、基础的形式。根据要求采用了钢筋混凝土结构。本设计中选取一榀主框架以及一层楼板进行截面设计及配筋计算。首先根据框架布局确定各构件尺寸，进行恒载、活载及风荷载的统计。然后再进行竖向荷载作用下的结构内力计算，水平荷载采用 d 值法进行

13、计算。之后进行内力组合分析，找出最不利的一组内力，进行构件计算。楼板采用弹性理论设计，并进行柱下独立基础的配筋设计。除此之外，还进行了楼梯的设计计算。最后，根据计算结果，按照相应的构造要求，绘制了结构施工图，并写出了相应的设计说明。本设计的特点之一，运用了大学四年所学过的很多理论，计算中多种计算方法得到体现，如 d 值法，弯矩分配法，分层法等，使自己掌握了多方面的知识。 关键词：框架；框架设计；内力designation for a office building（ scheme three）abstracta building of office was designed in this p

14、aper.the building area is about 4000m2.according to the office design and the earthquake resistance,the reasonable structural scheme and structural foundation plan was determined.one lateral frame and slab was selected and calculated.first,depth and width of sections were determined,and dead load ,l

15、ive load,wind load were determined.then the internal forces of the structure under vertical load were calculated.the d-method was used forcaculating the wind load.after the combination of internalforces,the most unfavorable combination of internal forceswas identified.then the necessary reinforcemen

16、t in beams andcolumns was determined.the elastic theory was used forcalculating slab.in addition,the single-foundation andcombined foundation were designed.the stairway and canopywere also designed.finally according to the calculated resultsand detail, blueprints of the structure had been completed.the advantage in this design was that many theories studied inuniversity in four years was used.the many kinds ofcomputational methods was manifested in thecomputation,like d-method,the moment assignment-method,delamination and s