某衛(wèi)生院結(jié)構(gòu)設(shè)計

土木工程論文編號:TM090   論文字?jǐn)?shù):18553,頁數(shù):91  附CAD圖

目錄
摘 要 1
2 Abstract 2
3．工程概況 5
4. 屋面板荷載計算 6
4.2屋面恒荷載計算 6
4.3屋面板內(nèi)力計算及截面設(shè)計 7
4.4彎距計算 7
5.1樓面板荷載計算 11
5.2樓面板內(nèi)力計算及截面設(shè)計 11
6  屋面恒荷載計算    (本章主要對框架梁的恒、活載進(jìn)行計算) 15
6.1活荷載的計算 18
7樓面框架荷載計算 18
7.1樓面恒荷載計算 18
7.2樓面活荷載計算 20
7.5固端彎矩的計算 21
7.6彎矩分配 22
.8風(fēng)荷載計算 25
8.2相對線剛度的計算 26
9本章主要對框架梁的恒、活、風(fēng)載內(nèi)力進(jìn)行組合 31
10梁的截面設(shè)計與梁的配筋 35
10.1正截面受彎承載力計算 35
10.2梁的配筋 37
10.3梁斜截面受剪承載力計算 42
11柱截面設(shè)計和配筋 42
11.1柱的荷載的計算 43
11.2作用于Z1柱的荷載計算(恒荷載)： 43
11.3作用于Z1柱的荷載計算(活荷載)： 45
11.4作用于Z2柱的荷載計算(恒荷載)： 46
11.5作用于Z2柱的荷載計算(活荷載)： 48
11.6作用于Z3柱的荷載計算(恒荷載)： 48
11.7作用于Z3柱的荷載計算(活荷載)： 49
11.8作用于Z4柱的荷載計算(恒荷載)： 49
11.9作用于Z4柱的荷載計算(活荷載)： 50
12Z1柱內(nèi)力組合 50
12.1Z2柱的內(nèi)力計算 52
12.2Z3柱內(nèi)力計算 53
12.3Z4柱內(nèi)力計算 55
12.4剪跨比和軸壓比驗(yàn)算 57
12.5柱正截面承載力計算與柱的配筋 58
13基礎(chǔ)設(shè)計 66
13.1樁 66
13.2承臺 66
14Z1柱下承臺計算 67
15Z3柱下承臺計算： 71
16Z4柱下承臺計算： 76
17 Z2柱的計算 80
18樓梯的設(shè)計 85
18.1梯段板設(shè)計 85
18.2截面設(shè)計 86
18.4截面設(shè)計 87
18.6截面設(shè)計 88
19致 謝 89
參考文獻(xiàn) 90

摘 要
 結(jié)構(gòu)設(shè)計根據(jù)建筑設(shè)計、工藝使用和抗震方面的要求，以及現(xiàn)場材料供應(yīng)情況和施工能力、場地地質(zhì)條件等，確定合理的結(jié)構(gòu)方案和結(jié)構(gòu)布置方案，確定主梁、次梁、樓面、屋面、樓梯及其它承重構(gòu)件和非承重構(gòu)件形式。
 本設(shè)計主要進(jìn)行了結(jié)構(gòu)方案中橫向框架5軸框架的抗震設(shè)計。荷載計算部分為該建筑的第5軸，并對第5軸柱下的四個基礎(chǔ)進(jìn)行設(shè)計計算。本工程除了手算部分，還采用建筑軟件PK-PM進(jìn)行計算。
 最后，依據(jù)計算結(jié)果，結(jié)合相應(yīng)的結(jié)構(gòu)構(gòu)造要求，繪制結(jié)構(gòu)施工圖，寫出相應(yīng)的設(shè)計說明。本計算書所有項(xiàng)目均以最新規(guī)范規(guī)定為依據(jù)。
關(guān)鍵詞:
 框架; 結(jié)構(gòu)設(shè)計;混凝土 ; 基礎(chǔ) 主梁
 
2 Abstract
 The structural design according to the requirements of the design of the building, technics use, anti-vibration, the supply of the spotting material, the ability of construction, the conditions of the spotting land quality and so on, we can ascertain the reasonable plan of the structure and the structure collocation. Meanwhile, we can make sure the forms of the bearing components and non-bearing components, such as main beam, piece beam, floor, house, stairs, and so on.
 The purpose of the design is to do the anti-seismic design in the longitudinal frames of axis 5.The loading calculation mainly calculates and designs the 5axis of the building, and the four independent foundation which are under the 5 axis. In addition to the parts calculated by hands, we adopt an architecture software PK-PM to calculate.
 At last, we protract the shop drawing about structure and write out the designing instruction in accordance with the calculating results and the relevant requirements about the structure designing. All of the items in the calculating instruction are all according to the new provision.

Key words: Frames； Structural design；base；
  Mai n beam；；concrete