摘要：本设计课题是南京信息职业技术学院食堂设计，采用现浇混凝土框架结构。框架结构使用于多层建筑，柱网形势也比较灵活适用于本次设计的食堂。

本课题建筑面积5000㎡，主体为三层的框架结构，底层层高5.1m，二三层层高4.2m，室内外高差0.450m，室外地面标高为-0.450m。建筑设计主要根据任务书及参考资料，对建筑物的平面、立面及剖面和建筑物的功能和特点等进行综合设计。结构设计主要是柱网布置，选择承重结构，选取构件尺寸。本次设计还运用PKPM进行建模计算，并选取一榀框架进行手算，将其与电算进行校核分析。53439

毕业论文关键词：食堂设计、框架结构、PKPM

Design of Canteen in Nanjing Vocational College of Information Technology

Abstract：This design topic is the design of the dining hall of Nanjing College of Information Technology, using the cast in place concrete frame structure. The frame structure used in multi-storey buildings, with the situation is also more flexible for the design of the dining room.

The project construction area of 5000 square meters, the main body of three layer frame structure, the bottom storey 5.1m. Two or three storey 4.2m, height difference between indoor and outdoor 0.450m, outdoor ground elevation -0.450m. The architectural design mainly according to the task book and the reference material, to the building plane, elevation and section and the building function and the characteristic and so on carries on the synthesis design. The design of the main structure column layout, selection of bearing structure, component size selection. This design uses the PKPM modeling calculation, and select a framework for manual calculation, and the calculation are checked and analyzed.

Key words: canteen design, frame structure, PKPM

目录

引言 5

建筑设计 6

1. 设计依据 6

2. 工程概况 6

3. 建筑设计 6

4. 建筑做法 7

结构设计 8

1. 结构设计说明及资料 8

1.1. 自然条件 8

1.2. 主要结构材料 8

2. 结构布置及梁柱板尺寸选取 9

2.1. 结构平面布置 9

2.2. 梁板截面尺寸 9

3. 荷载计算 10

3.1. 屋面面荷载 10

3.1.1. 恒荷载 10

3.1.2. 活荷载 10

3.2. 楼面面荷载 10

3.2.1. 恒荷载 10

3.2.2. 活荷载 11

3.3. 梁间荷载 11

3.3.1. 二层 11

3.3.2. 三层 11

3.3.3. 四层 11

4. 屋面板内力分析及截面设计 12

4.1. 荷载设计值 12

4.2. 计算跨度 13

4.3. 弯矩 13

5. 次梁内力分析及截面设计（屋面次梁CL2） 15

5.1. 设计参数 15 南京某学院食堂现浇混凝土框架结构设计计算书+CAD图纸:http://www.751com.cn/gongcheng/lunwen_57546.html