老年公寓毕业设计.rar

老年公寓毕业设计



摘  要

本设计为岳阳市健安老年公寓，建筑面积6600㎡，占地面积1200㎡。建筑总长度为48.7m，总宽度为45.0m 。主体五层，底层层高4.2m，其余各层层高3.0m，建筑高度16.2m。

该工程为框架结构，主体全部现浇，基础采用独立基础

建筑设计部分，严格按照国家相应法规、规范，并结合自身的特色设计完成。本工程为住宅楼建筑性质，主要包括：客房、活动室两大个部分，因此在建筑平面布置上，本设计功能分区明确，各部分联系方便又互不干扰，并充分考虑了建筑防火要求和人流疏散要求。

结构设计部分，采用钢筋混凝土现浇框架结构体系。在结构计算方面选用了一榀主框架及柱下独立基础进行设计手算，并绘制手工图，手算内容为确定框架计算图、进行荷载计算、内力分析和组合，截面配筋计算和构造措施等。电算部分采用PKPM计算出各层梁柱板配筋以及基础配筋。从结构选型入手，本设计书对一榀框架的荷载进行了计算分析，利用D值法对框架结构在竖向荷载、水平风荷载作用下产生的内力进行了计算，通过内力组合，得出框架的控制内力，最后完成框架各构件的配筋计算并绘制了该框架的施工图。设计书中选算了框架的一个基础，给出了基础的配筋计算并绘制了施工图。

施工组织设计部分，以两条伸缩缝为界将工程分四个流水施工段。根据施工计算书的要求，对工程量进行计算，并计算出工作天数，采用梦龙软件编制出时标网络图。根据所选的器材和场地实际情况，对施工平面进行了合理布置。

关键词：建筑设计,结构设计,施工组织设计.

ABSTRACT

Yueyang City, the design of health security for elderly apartments, building area 6600 ㎡, 1200 ㎡ area. Building a total length of 48.7m, the total width of 45.0m. The main five-storey, high levels at the end of 4.2m, the remaining layers of high-3.0m, height 16.2m。

The framework of the project structure, the main body of all cast-in-place, based on an independent basis for。

  Structural design of the framework for the use of reinforced concrete structure cast-in-place. Structural calculations choose a column under the main frame and the basis for the design of an independent hand count, and hand-drawn map of the content of hand-counting in order to determine the framework of the calculation chart for load calculation, analysis and combination of internal forces, the calculation and construction of reinforced concrete cross-section measures and so on. Part of the use of computer calculated PKPM plate reinforcement beams on each floor as well as the basis for reinforcement. Selection to start from the structure, the design of a framework calculated load analysis, the use of D values on the framework structure in vertical load, horizontal wind loads generated by the internal force is calculated through the combination of internal forces, derived framework for the control of internal forces, and finally completed the framework of the reinforcement of all components is calculated and drawn in the framework of the working drawings. Framework for the design of the book of the election just a basis for reinforcement are given based on the calculation and mapping of the working drawings.

  Construction of part of organizational design to the two expansion joints for the industry to the construction project is divided into four paragraphs water. Construction rates in accordance with the requirements of the project to calculate the volume and calculate the number of working days, using software developed Menglong network time scale. According to the selected equipment and the actual situation in the venue, the construction plane to carry out a reasonable arrangement.

  

Keywords: Architectural design, structural design, construction organization design.

目  录

1  结构选型及梁柱截面估算 1

1.1  设计资料 1

1.2  结构选型 2

1.3  框架梁柱截面尺寸估算 2

2  框架计算简图及梁柱线刚度计算 3

2.1  确定框架计算简图 3

2.2  框架梁柱的线刚度计算 3

3  荷载计算 5

3.1  恒载标准值计算 5

3.2  活荷载标准值计算 7

3.3  竖向荷载作用下框架受荷计算 7

3.4  风荷载计算 13

3.5  地震荷载计算 13

4  风荷载作用下的位移验算 16

4.1  侧移刚度D值的计算 16

4.2  风荷载作用下框架侧移计算 16

4.3  地震荷载作用下框架变形计算 16

5  内力计算 18

5.1  恒荷载标准值作用下的内力计算 18

5.2  活荷载标准值作用下的内力计算 19

5.3  风荷载标准值作用下的内力计算 35

5.4  地震荷载标准值作用下的内力计算 35

6  内力组合 45

6.1  梁柱内力组合计算 45

6.2  梁内力组合 47

6.3  柱内力组合 52

7  梁柱截面设计与配筋计算 54

7.1  框架梁截面设计与配筋计算 54

7.2  框架柱截面设计与配筋计算 56

8  独立基础设计 59

8.1  基础底面积验算 59

8.2  受冲切承载力验算 60

8.3  基础底板的配筋计算 62

9  楼梯板截面设计与配筋计算 63

9.1  梯段板设计 63

9.2  平台板设计计算 65

9.3  平台梁计算 67

10  施工组织设计 69

10.1  工程概况 70

10.2  施工布置 71

10.3  施工方案 73

10.4  工程量计算 81

10.5  资源计划 94

10.6  保证工程工期.质量.安全措施 96

10.7  绘制网络图 102

10.8  绘制施工总平面布置图 102

结论 102

参考文献 102

致谢 102