论文总字数：32230字

摘 要

【关键词】建筑设计，结构设计，框架结构。

Siyang County North Primary School No. 1 Building design

Supervisor Structure：Hu Chaobin Architecture：Cheng Xiaowu

Author Zhang Chen

【Abstract】This subject is about a building of Siyang County North No. 1 Primary School Building design. The building area is 5005m, the principal part of the structure is four floors, local five floors, the height of building is 26 m . The distance between the indoor and the outdoor is 450mm.The main structure of the project using cast-in-place reinforced concrete frame structure, the foundation uses under the reinforced concrete separate foundation, seismic fortification intensity is 7 degrees (0.10g).The calculation of engineering seismic effect of the bottom shear method; the "D value method" to calculate the internal force of the frame under the action of earthquake, a simplified method was used to calculate vertical load.Using two bending moment distribution method to calculate the internal force of the frame under vertical loads; calculated combination of internal forces and reinforced concrete beam column frame structure, control of all sections, design and part of beam, plate and other components of the stairs.There are two parts in this paper, including architecture design and structure design. Structure design includes the calculation by hand and the calculation by computer. In the architectural design, the service function is the most important factor of determining each floor plan, while the consideration of aesthetics is also included. Architecture design includes drawing the construction graph of architecture and the acquaintance with the software of AUTOCAD and Tarch, there are 12 pieces of construction graph of architecture. In the part of structure design, the upper structure and the cast-in-place reinforced concrete frame structure, and calculation by hand includes: choice of structure form ,load calculation,the design of the slab on floors and the second beams, architecture design , basement design ,foundation design and stair design and the rain booming, etc. As the compare of structure plan, the principal part of the structure is adopted reinforced concrete frame structure system, which is designed by the software PkPM. There are 8 pieces of construction graph of structure.

【Keyword】architectural design; structural design, frame structure.

目录

1.工程概况..............................................................................................1

1.1结构布置.....................................................................................1

1.2设计资料.....................................................................................1

1.3材料选用.....................................................................................2

1. 次梁与板的计算..................................................................................2

2.1标准层楼面板的计算..................................................................2

2.2板配筋计算..................................................................................11

2.3次梁计算......................................................................................12

1. 框架计算..............................................................................................15

3.1确定截面尺寸..............................................................................15

3.2计算简图......................................................................................17

3.3竖向荷载标准值的计算..............................................................17

3.4水平地震作用的计算..................................................................34

3.5风荷载作用的计算......................................................................43

1. 内力组合..............................................................................................46
2. 框架梁柱截面设计..............................................................................47
3. 楼梯结构设计......................................................................................48

6.1梯段板计算.................................................................................49

6.2休息平台板计算.........................................................................50

6.3梯段梁TL1计算.........................................................................51

7.基础设计..............................................................................................52

7.1荷载计算......................................................................................52

7.2确定基础底面积..........................................................................53

7.3基础结构设计..............................................................................56

8.PKPM计算............................................................................................60

参考文献.................................................................................................65

致谢.........................................................................................................68

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