六层学生公寓设计，建筑面积6221m2，占地面1037m2，【CAD+说明书】

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摘要

本工程为某大学学生公寓楼，建筑面积6221m²，占地面1037m²，六层，总高20.4m，采用框架结构，柱下独立基础，设计基准期50年，结构安全等级为二级，抗震设防烈度为7度。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，共画出建筑图5张。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，结构抗震验算，板、梁、柱、楼梯、雨蓬、基础等结构构件的设计，共画出结构图5张。

关键词：学生公寓楼框架结构柱下独立基础

Abstract

This project for some university student block of flats, floor space 6221m2, occupying land area surface 1037m2, six, overall height 20.4m, uses the portal frame construction, under the column the isolated foundation, the design datum time 50 years, the structure security rating for second-level, the earthquake resistance fortification intensity is 7 degrees. The architectural design “is suitable in line with the function, the economy is reasonable, the handsome appearance, the environment is suitable” the principle, take the national corresponding standard, the standard as the basis, has completed the architectural plane design which the design project description requests, based on this and carried on has set up the surface, the section plane, the building detail design, altogether drew the construction chart 5. 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, structure earthquake resistance checking calculation, board, Liang, column, staircase, rain loose, foundation isostructuralism component's design, altogether draws structure drawing 5.

key word: Student block of flats Portal ，frame construction ，Under column isolated foundation