三层1831平米南京景区游客接待中心轻型木结构设计(含建筑图结构图)

三层1831平米南京景区游客接待中心轻型木结构设计(含建筑图结构图)(外文翻译,论文计算书10000字,CAD建筑图10张,CAD结构图11张)
项目介绍
     本工程位于南京浦口，为地上三层轻型木结构，地上木结构部分总建筑面积1831.365平米，总高度为16.7米。屋面采用三角形轻型木桁架，纵向承重;走廊处格栅沿走廊宽度方向布置；竖向荷载由屋面、楼面传至木梁，再由木梁传至框架柱，再传至基础；横向荷载（包括风荷载和地震作用）由水平楼、屋盖体系、剪力墙承受，最后传递到基础。
关键词：木结构  框剪   抗震    
This project is located in Pukou, Nanjing, for the ground on the three light wood structure, the total construction area of the ground wood structure of 1831.365 square meters, the total height of 16.7 meters. Roof in the triangle of light wood truss, vertical load-bearing; grille at the corridor along the corridor width direction arrangement; vertical loads from the roof and floor spread to beams, again made of wooden beams transmitted to the frame column, is transferred to the foundation; lateral loads, including wind load and earthquake action are absorbed by the horizontal floor and roof system, shear wall, finally transferred to the foundation.
Keywords: wood frame shear seismic
 

第一部分   项目基本情况
1.1项目介绍                                               4   
1.2结构设计依据规范                                       4
1.3基本荷载                                               4
1.4地震作用                                               5
1.5材料                                                   5
1.6建筑图                                                 6
1.7计算方式                                               9
第二部分   木结构部分计算
2.1项目资料                                              10
2.2荷载计算                                              11
2.2.1恒荷载计算                                                11
2.2.2活荷载计算                                                14
2.3荷载作用                                              14
2.3.1风荷载作用                                                14
2.3.2地震力作用                                                15
2.4 屋架构件设计                                         18 
2.4.1屋架设计                                                  18
2.4.2荷载计算                                                  18
2.4.3内力计算                                                  18
2.4.4杆件验算                                                  23
2.5搁栅、梁、柱等构件计算                                 27
2.5.1搁栅设计                                                 27
2.5.2屋面梁设计                                               31
2.5.3楼面梁设计                                               32
     2.5.4墙骨柱设计                                               33
2.5.5框架柱设计                                               36
2.6剪力墙设计                                            39
2.6.1剪力墙受力计算                                           39
2.6.2剪力墙抗剪验算                                           41
2.6.3剪力墙承载力验算                                         41
2.6.4剪力墙局部承压验算                                       43 2.6.5 剪力墙抗侧移验算                                         43
2.7墙体与楼盖和基础的连接计算                            44
2.7.1剪力墙与楼盖或基础抗拔紧固件计算                         44
2.7.2墙体与楼盖和基础的螺栓连接验算                           44
2.8基础计算                                              46
2.8.1示意图                                                   46
2.8.2基础参数                                                 46
2.8.3计算过程                                                 47
2.8.4计算结果                                                 51


1.3基本荷载
1、    恒荷载
恒荷载按照建筑做法及实际材料计算。
2、    活荷载
不上人屋面       0.5 kN/m2             基本雪压    0.3kN/m2
基本风压     0.4kN/m2           楼面        2.0 kN/m2
3、    荷载组合方式：
（1）基本组合
1.2恒+1.4活
1.2恒+1.4活+1.40.6风
1.2恒+1.40.7活+1.4风
1.2恒+1.40.5活+1.3地震
（2）标准组合
1.0恒+1.0活
1.0恒+1.0活+1.00.6风
1.0恒+1.00.7活+1.0风
1.0恒+1.00.5活+1.0地震