178 某六层高校宿舍楼框架结构设计全套图纸及计算书全套资料4900平米左右

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[学士]某六层框架宿舍楼结构设计计算书_secret

西南交通大学

本科毕业设计

西南交大西山梁宿舍楼设计

年级:2006 级

学号:********

**:**

专业:工民建

指导老师:刘东民、王玉霞

2010 年 6 月

院系土木工程系专业工民建

年级 2006级姓名唐哲

题目西南交大西山梁宿舍楼设计

指导教师：

评语

指导教师 (签章)

评阅人

评语

评阅人 (签章) 成绩

答辩委员会主任 (签章)

年月日

毕业设计（论文）任务书

班级建筑工程学生姓名唐哲学号 20066291 发题日期：2010年 3月 1 日完成日期：6 月 18日

题目西南交通大学峨眉校区西山梁宿舍楼设计

一、本论文的目的、意义：培养学生综合运用所学的知识分析和解决本专业实际工程

问题的能力，使学生受到一次工程设计的基本训练，巩固和提高理论知识和专业技能。

二、学生应完成的任务：

一）建筑设计：

1、方案选择。

2、建筑施工图（1）建筑设计总说明、材料做法表、门窗表。（2）首层平面图；（3）标准层平面图。（4）屋顶平面图。（5）主次立面图；（6）剖面图（7）详图；（8）楼梯间大样图；

3、建筑设计说明书：对建筑方案设计与选定给出明确的说明。

4、成果要求（1）总工作量不少于7张2号图纸。（2）设计说明书：6～10页

二）结构设计：1、根据采用的建筑方案确定相应的结构方案；

2、结构计算内容：（1）荷载计算；（2）楼盖选择；（3）框架刚度计算；（4）地震作

用计算与位移验算；（5）地震作用下框架内力计算；（7）框架内力组合；（8）框架梁

与柱配筋计算；（9）基础设计。

3、结构施工图：（1）结构设计总说明；（2）标准层结构平面图；（3）顶层结构平面图；（4）框架梁配筋图；（5）框架柱配筋图；（6）基础底板结构平面图；（7）基础梁

长沙市某中学4800平米左右6层框架结构学生宿舍楼建筑设计CAD图纸

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六层学生宿舍楼设计

昆明理工大学

毕业设计说明书

毕业设计题目昆明理工大学怡园宿舍楼

学院专业班级建筑工程学院 12级

学生姓名性别男

指导教师职称

2021年 9月 6 日

摘要

本工程为昆明理工大学学生公寓楼,位于昆明理工大学〔呈贡校区〕怡园。

该公寓楼楼主体结构采用钢筋混凝土现浇框架结构，柱网尺寸为6.6m×3.9m ，总长度为55.1m，总宽度为16.1m, 总高度为20.07m，占地面积为887.11平方米左右，总建筑面积为5323平方米，共六层，各层层高均为3.3米。建筑立面规整，采用白色瓷砖装饰外墙，女儿墙实心砖砌筑，除正门为玻璃门外，其余均采用实木门，窗为塑钢窗。

本设计主要包括建筑设计和结构设计两局部。建筑设计，包括平面定位图设计、平面设计、立面设计、剖面设计。结构设计，框架结构设计主要包括：结构选型，梁、柱、墙等构件尺寸确实定，重力荷载计算、横向水平作用下框架结构的内力和侧移计算、纵向地震作用计算、水平地震作用下横向框架内力分析、竖向荷载作用下横向框架的内力分析、内力组合、截面设计、根底设计。其中,根底设计又包括根底选型、根底平面布置、地基计算等。

在设计中,认真贯彻了“适用、平安、经济、美观〞的设计原那么，进一步掌握了建筑与结构设计全过程、根本方法和步骤。

关键词：框架结构; 结构计算; 钢筋混凝土；内力分析

Abstract

The construction of a building where the students , which is located in the new

development district called Kunming city.

北京某高校6500平米6层框混结构学生宿舍楼建筑设计CAD图纸

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某城市六层学生公寓楼建筑设计图纸

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六层L形框架结构办公楼毕业设计（含建筑图、结构图、手算计算书）

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某高校学生公寓设计计算书

某高校学生公寓设计（3）

摘要：本工程学生公寓位于成都市某大学内，其功能是为学校学生提供住所。该工程为多层现浇钢筋混凝土框架结构，共五层，底层层高3.3米，其他层层高均为3.3米，建筑物总高度为18.5米，总建筑面积为4022.15平方米。4人间设计，有独立的卫生间和阳台，能满足四百多人同时入住。

关键词：钢筋混凝土，框架，结构设计

THE DESIGN OF STUDENTS' APARTMENT OF AN UNIVERSITY

Abstract：T h is is a s tud e n t's d o rmito r y o f a mid d le s c ho o l in the x i’a n n e wly d e ve lo p ed a r ea. Its f un c tio n is p r o vid es th e r e s id e nc e f o r the sc hoo l s tud e n t. It is a mu lti-la ye r r e in f or c e d co n c re te f r a me. It h a s f ive s to r ie s, th e h e ig h t o f th e f ir s t s to r e y is3.3m e te r s,an d th e h e igh t o f o th e r s to r ie s a r e a ll 3.3me te r s.

T h e h e ig h t o f the whole b u ild in g is 18.5mete r s. T he to ta l f lo o r s pa c e is 4022.15 s qu a re me te r s. On e ro o m c a n live f ou r s tu de n ts, h a s th e ind e p en de n ce th e ba th r oo m a n d th e b a lc on y. A lto g e the r can l ive440pe op le.

某六层框架宿舍楼毕业设计-计算说明书

计算说明书

一、工程概况

（一）设计有关资料

建筑地点：广州市

建筑类型：六层宿舍楼，框架填充墙结构。

建筑面积2018.58平方米，楼盖及屋盖均采用现浇钢筋混凝土框架结构，楼板厚度取120mm，填充墙采用蒸压粉煤灰加气混凝土砌块。

门窗使用：采用标准塑钢门窗,5mm厚玻璃。

地质条件：该地区建筑场地类别为二类，设防烈度为6度近震。地基土为粘性土，地基承=200kPa，基础的形式为柱下独立基础。

载力特征值：f

风荷载：基本风压w0=0.40kN/m2

雪荷载：本工程不考虑雪荷载。

活荷载：楼层活荷载标准值2.0KN/ m2；屋面活荷载标准值w0=0.5KN/ m2（按不上人屋面考虑）。

高度为:总建筑高度为20.5m，不超过40m，以剪切变形为主，采用底部剪力法。

材料：根据施工单位条件和材料供应情况，选用混凝土强度等级C30；钢筋为HRB335级热轧钢筋（d≥12mm）及HPB235级热轧钢筋（d≤10mm）。

主要建筑做法：

1）屋面：

40厚C30细石砼（双向Φ4@150）

10厚纸筋灰

1.2厚三元乙丙橡胶卷材

20厚1︰2.5水泥砂浆找平层(刷基层处理剂一遍)

钢筋砼屋面(3%坡度)

2）顶棚：

1︰1︰6水泥石灰砂浆打底15厚。

面刮腻子5厚。

喷涂内墙乳胶漆涂料。

3）楼地面：

一般做法：

地面为8厚600×600防滑耐磨型地板砖。

20厚1︰4干硬性水泥砂浆，面上洒素水泥浆结合层一道。

砼底板或素土夯实。

防水做法：（卫生间、厨房等处适用）

5厚防滑地砖300×300。

20厚1︰3水泥砂浆。

聚氨酯防水涂膜1.2厚。

1︰3水泥砂浆找平兼找0.5%坡，最薄处不小于20厚。

江苏高校框架结构六层宿舍楼模板工程施工方案(含计算书)

模板施工方案

第一节、工程概况

一、工程概述

河海大学郑蒲港校区宿舍楼为六层框架结构，管桩基础，建筑面积为7175.51m2，建筑高度23.7m，室内±0.00相当于黄海高程7.1m，高内外高差0.45m•。本工程结构设计使用年限50年，抗震设防烈度六度，抗震等级四级，建筑结构安全等级为二级。耐火等级二级，砼结构裂缝控制等级三级，基础设计等级乙级，建筑场地类别Ⅲ级，建筑抗震设防类别丙类，砌体施工质量等级B级。本工程所处的环境类别，地上为一类，地下为二a类，工程质量合格，总工期240天。

本工程由马鞍山市文天教育发展有限公司投资建设，无锡市勘察设计研究院有限公司设计，无锡市勘察设计研究院有限公司勘察，马鞍山中振工程咨询有限公司监理，江苏工民建设发展有限公司组织施工。

二、施工要求

1、确保模板在使用周期内安全、稳定、牢靠。

2、模板在搭设及拆除过程中要符合工程施工进度要求。

3、模板施工前对施工人员进行技术交底，严禁盲目施工。

三、技术保证条件

1、安全网络

2、模板的搭设和拆除需严格执行该《专项施工方案》。

第二节、编制依据

《建筑结构荷载规范》GB 50009-2012

《混凝土结构设计规范》GB 50010-2010

《混凝土结构工程施工质量验收规范》GB 50204-2011

《钢结构设计规范》GB 50017-2003

《钢结构工程施工质量验收规范》GB 50205-2001

《建筑工程施工质量验收统一标准》GB 50300-2013

《施工现场临时用电安全技术规范》JGJ 46-2005

《建筑施工扣件式钢管脚手架安全技术规范》JGJ 130-2011

某学校六层框架教学楼设计计算书

某学校六层框架教学楼设计

m,拟建建筑物共六层,摘要：本设计为XX 市XX学校教学楼设计。建筑面积约为100002

各层层高均为4.2m。本设计分为两部分：第一部分是建筑设计，建筑设计本着“功能适用，经济合理，造型美观，环境相宜”的原则，以国家相应规范、标准为依据，完成了设计任务书所要求的建筑平面设计，并在此基础上进行了立面、剖面、建筑详图设计以及建筑构造做法和材料的选用。第二部分为结构设计，本设计的结构采用框架结构，结构设计本着“安全，适用，耐久”的原则，进行了竖向荷载汇集，水平荷载汇集，内力计算，内力组合，包括框架梁、板、柱、楼梯、及基础的截面设计等。

关键词：框架结构教学楼抗震设计

Some school six level frame teaching building design

Abstract：This is a teaching building design for Qiqihaer city professional technology institute.

m, a total of the proposed six-storey buildings, each building store The building area is 10,0002

height is 4.2m. This design divides into two parts: The first part is the architectural design, the architectural design “is suitable in line with the function, t he economy is reasonable, the modelling is artistic, the environment is suitable” the principle, take the national corresponding standard, the standard as the basis, has completed the construction plane design which the design project description requests, and carried on in this foundation has set up the surface, the section plane, the building detail design as well as the construction structure procedure and material selection.The second part is the structural design, this design structure uses the portal frame construction.Structural design in line with “safe, suitable, durable” the principle, has carried on the vertical load collection, horizontal load collection, endogenic force computation, endogenic force combination, including frame beams, board, column, staircase, and foundation section design and so on.

六层宿舍楼建筑结构设计

1 建筑设计

1.1平面设计

1.1.1使用部分房间平面设计

使用房间平面设计的要求主要：

1)房间的面积、形状、尺寸要满足室内使用活动和家具、设备合理布置的要求。

2)门窗的大小和位置应考虑房间的出入方便、疏散安全、采光通风良好。

3)房间的构成应使结构构造布置合理、施工方便，有利于房间之间的组合，所用材料要符合相应的建筑标准。

4)室内空间以及顶棚、地面、各个墙面和构件细部要考虑人们的使用和审美要求。

房间设计

一共有7间寝室。

设计要点：

1）面积满足人体活动、家具及使用家具所占空间、交通路线所占空间要求。

2）形状采用矩形，以便灵活布置家具、施工和统一开间和进深。

1.1.2辅助房间平面设计

辅助房间与使用房间联系密切，管道比较多，尽量集中布置，形状面积、尺寸和使用人数、设备尺寸、数量有关。

卫生间的主要功能有便溺、洗面、洗浴、洗衣，兼顾白天和夜间使用，并且要有良好的通风和

排水。

1.1.3交通联系部分设计

（1）楼梯设计

楼梯的功能是垂直交通、楼层之间的安全疏散，每单元设一部楼梯，楼梯间开间3.9m 和4.5m，进深6m。

（2）门窗设计

门窗设计要满足采光通风要求、保证安全疏散、考虑墙面布置家具、建筑立面的美观。

门宽度取决于人流安全疏散、家具搬运，房间门宽度取1m ,卫生间门宽度取0.80m，高度为2.1m。

窗台高度取0.9m，窗的高度满足采光通风要求，宽度由窗地比确定，卧室、厨房不小于1/7，楼梯间不小于1/12。

1.2剖面设计

建筑剖面表示建筑物在垂直方向的房屋各部分的组合关系。剖面设计主要分析建筑物各部分应有的高度、层数、建筑空间的组合和利用，以及建筑剖面中的结构、构造关系。

某六层混凝土框架结构学生公寓楼建筑施工cad图纸（含详细设计说明）

姓名日期建筑水道结构弱电暖通电气专业姓名日期专业XX建筑设计有限公司专业负责人审核校对设计制图工程负责人审定日期比例图号设计阶段自控工艺通讯结构建筑电气给排水暖通201405 公寓楼青海民族大学学生男生公寓11施工图建筑2014-05工程名称项目名称图纸目录图纸名称年月日图别图号序号共页图幅专业设计阶段设计编号页第备注建施0建筑设计总说明建施-1建施-2建施-3建施-4建施-5建施-6建施-7建施-8首层平面图标准层平面图三~五层平面图顶层平面图建施-9123456789101112背立面图 13大样图正立面图1-1剖面左立面15屋顶层平面图建施-总平面图结施-1结施-2结施-3结施-4结施-5结施-6结施-7结施-8结施-914151617181920213.3梁平法施工图6.6-16.5梁平法施工图19.8梁平法施工图3.3板平法施工图6.6-16.5板平法施工图19.8板平法施工图0.00-3.3柱平法施工图3.3-16.5板平法施工图16.5-19.8板平法施工图A2A2A2A2A2A2A2A2A2A2A2A2A2A2A2A2A2A2A2A2十二、无障碍设计1、室内外高差为450mm，在主入口位置做无障碍坡道，具体做法详见建施图。十三、其它事宜1、图中所选用标准图中有对结构工种的预埋件、预留洞等应与各工种密切配合，确认无误后方可施工2、楼板留洞的封堵：待设备管线安装完毕后，用C20细石混凝土封堵密实；3、施工中应严格执行国家各项施工质量验收规范，未尽事宜请与设计院联系；4.本说明未尽之处请按国家有关标准、规范执行。调和漆（木材面）青02J01-157-油6所有木材面磁漆（抹灰面）青02J01-158-油7一至六层墙裙调和漆（金属面）青02J01-161-油23所有外露铁件油漆浅绿色15300660021006600432003600360036003600360036003600360036003600360036001000400153006600210066004320036003600360036003600360036003600360036003600360015300660021006600432003600360036003600360036003600360036003600360036001530066002100660043200360036003600360036003600360036003600360036003600100190010040015300660021006600YL-143200360036003600360036003600360036003600360036003600330033003300330033003300450330033003300330033003300450210010001100330033003300330033003300450330033003300330033003300450210010001650165016501650165016501650165016503300330033003300330033004505505507007001100110070055095011. 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某六层教学楼结构加固设计cad施工图（共21张图）

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某地区六层框架结构住宅楼结构设计施工图

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六层框架结构学生宿舍毕业设计(含计算书,建筑、结构图)

摘要 (3)

一、中文摘要及中文关键词 (3)

二、英文摘要及英文关键词 (4)

前言 (6)

正文 (7)

一、建筑设计 (7)

1、设计依据 (7)

2、设计要求 (7)

3、方案选择分析 (7)

4、总体布置、立面造型、经济指标及其他 (9)

二、结构设计 (10)

1、结构方案比较、结构布置及计算简图 (10)

2、重力荷载 (14)

3、横向框架侧移刚度计算 (19)

4、横向框架水平地震作用下的内力和侧移计算 (20)

5、竖向荷载作用下的框架内力计算 (28)

6、横向框架的内力组合 (42)

7、截面设计 (49)

8、基础设计 (68)

8、楼梯设计 (77)

结论 (81)

总结体会 (82)

谢辞 (83)

主要参考文献 (84)

附录 (86)

一、英文原文 (86)

二、中文译文 (96)

摘要

一、中文摘要及中文关键词

本设计是学生公寓设计。总建筑面积为5391.49㎡，底层占地面积为898.58㎡，总高为21.90m。根据设计要求，设防烈度为8度，抗

震等级为二级，设计中要考虑抗震设计。本方案采用钢筋混凝土现浇框架结构。主体结构为双向承重框架，横向框架等跨。在进行荷载计算和构件截面估算后，选取一榀框架进行计算，用迭代法算出内力，并对最不利活荷载和最不利内力进行分析，通过底部剪力法求出地震荷载。本方案基础形式采用柱下独立基础.整个方案设计基本符合设计和结构要求，具有一定的创造性和合理性。

关键词：

钢筋混凝土结构框架结构荷载设计值荷载效应