7144平米五層局部三層技工實驗樓計算書、部分建筑結(jié)構(gòu)圖st中外文摘要

1、某技工學(xué)校 2#實驗樓設(shè)計摘要姓名：級：土木 043 班班指導(dǎo)老師：摘要：本工程為杭州交通高級技工學(xué)校實驗樓, 建筑面積7144 平方米，占地面積 1692 平方米，位于老校區(qū)內(nèi)，主要功能有教學(xué)，實驗，閱覽，等。建筑層數(shù) 5 層，局部三層，建筑最高高度20.100m，建筑結(jié)構(gòu)形式為框架結(jié)構(gòu)，耐火等級二級，防水等級二級，抗震設(shè)防烈度為六度。室內(nèi)外高差 0.300m。杭州地區(qū)風(fēng)荷載及載標(biāo)準(zhǔn)值 0.3kN/m 和 0.45kN/m (50 年一遇).畢業(yè)設(shè)計包括建筑設(shè)計,結(jié)構(gòu)設(shè)計,電算和手算計算書等部分。結(jié)構(gòu)計算算計算書中主要包括:框架的荷載,內(nèi)力計算,框架梁,框架柱的設(shè)計計算，樁基及承臺設(shè)計計算以

2、及樓梯的設(shè)計。結(jié)構(gòu)計算先手算后電算校核,比較兩者的結(jié)果,明確具體荷載類型以及導(dǎo)荷方式的基本理論知識,截面選用的合理性等問題。電算主要利用 PKPM進(jìn)行結(jié)構(gòu)計算,包括建筑結(jié)構(gòu)的建模,數(shù)據(jù)輸入,框架梁,框架柱的設(shè)計以及處理設(shè)計中遇到的各種復(fù)雜的計算。:框架 框架梁 框架柱 手算2# laboratory building of a certain ac school ( the frame construction)design summarysName: Classe:Guild teacher:Ji Peng HuiCivil 04(3)Huang Liang ,Chen WeiSummy:T

3、his engineering is the laboratory building of a certain acsschool in HangZhou, area of the construction is7144 square meter and thefloor space is 1692 square meter.It locates inside the old school andcontains lots of functions, such as teaching, experimenting, reading ,reporting and so on.The engine

4、ering constructing the total and high20.100m,constructing five-six layers,and 3 layers in somewhere.The formof architectural construction is frame construction.Its fire-proof gradeis second class and the watroof grade is second too. Besides,anti-earthquake establish to defend the earthquakeensity as

5、 six degrees .indoor outside high bad 0.300 m.The breeze lotus of the Hang Zhou regioncarry and snow lotus carries the standard to be worth the 0.3 kNs/ m and0.45 kNs/ ms.(50 years are on meet) The graduation project includes thearchitectural design, structural design, and the final prs whichcalcula

6、ted by computer and hand, etc.The calculating hand of structure calculates to calculate to mainlyincludehe book: the lotus of the frame carry, computing inside thed, theframe beam, the design calculation of the framllar ,thedesign ofthle foundation and the stairs.The structure calculationhandled by

7、hand and checked bycomputer, then compare the result of the two, define the type of each loadsconcrey and basic theories of loads conduction mode, the rationalityin choosing reinforcing bar of sections, etc.We use a software named PKPM inng structure computing, includeming of the structure of the building, data inputting, design of framebeam, framllar, and dealing with the calcu