某學(xué)校宿舍樓結(jié)構(gòu)設(shè)計(jì)

土木工程論文編號(hào):TM120   論文字?jǐn)?shù):18440,頁(yè)數(shù):120  附CAD圖

 
目錄
中文摘要 Ⅰ
英文摘要 Ⅱ
目錄 Ⅲ
1 緒論 1
1.1工程概況 1
1.2 屋面做法 1
1.3 樓面做法 1
1.4 墻面做法 2
1.5 設(shè)計(jì)資料 3
2 框架結(jié)構(gòu)布置及計(jì)算簡(jiǎn)圖 4
2.1 結(jié)構(gòu)承重方案選擇 4
2.2 主要構(gòu)件選型及尺寸初步估算 4
2.3 確定結(jié)構(gòu)計(jì)算簡(jiǎn)圖 6
3 樓蓋設(shè)計(jì) 10
3.1 設(shè)計(jì)資料（以第二層樓蓋為例） 10
3.2 樓蓋結(jié)構(gòu)平面布置圖（以第二層樓蓋為例） 10
3.3 板的設(shè)計(jì)（按彈性理論設(shè)計(jì)） 11
4 屋蓋設(shè)計(jì) 17
4.1 設(shè)計(jì)資料 17
4.2 屋蓋的結(jié)構(gòu)平面布置圖 17
4.3 板的設(shè)計(jì)（按彈性理論設(shè)計(jì)） 18
5 恒荷載內(nèi)力計(jì)算 21
5.1 恒荷載計(jì)算以（17)軸為計(jì)算單元，各梁截面詳見(jiàn)結(jié)施圖) 21
5.2 恒載下固端彎矩計(jì)算 29
5.3 框架恒載下彎矩計(jì)算 34
5.4 框架恒載下剪力、軸力計(jì)算 43
6 活（雪）荷載內(nèi)力計(jì)算 47
6.1 活荷載計(jì)算以（17）軸為計(jì)算單元，各梁截面詳見(jiàn)結(jié)施圖) 47
6.2 活載下固端彎矩計(jì)算 52
6.3 框架活載下彎矩計(jì)算 54
6.4 框架活載剪力、軸力計(jì)算 62
7 風(fēng)荷載內(nèi)力計(jì)算 66
7.1 風(fēng)荷載計(jì)算 66
7.2 風(fēng)荷載內(nèi)力計(jì)算 68
7.3 各柱反彎點(diǎn)高度(yh)計(jì)算 74
7.4 左風(fēng)荷載作用下的框架彎矩、剪力、軸力計(jì)算 77
8 內(nèi)力組合 81
9 截面設(shè)計(jì) 83
9.1 梁截面設(shè)計(jì) 83
9.2 柱截面設(shè)計(jì) 92
10 基礎(chǔ)設(shè)計(jì) 102
10.1 荷載計(jì)算 102
10.2 單樁豎向承載力特征值及樁長(zhǎng)計(jì)算 103
10.3 承臺(tái)計(jì)算 103
10.4  單樁受力驗(yàn)算 104
10.5  承臺(tái)計(jì)算 104
11 樓梯設(shè)計(jì) 105
11.1 梯段板設(shè)計(jì) 105
11.2 平臺(tái)板設(shè)計(jì) 107
11.3 平臺(tái)梁設(shè)計(jì) 109
結(jié)束語(yǔ) 114
致 謝 115
參考文獻(xiàn) 116

摘 要
 結(jié)構(gòu)設(shè)計(jì)根據(jù)建筑設(shè)計(jì)、工藝使用和抗震方面的要求，以及現(xiàn)場(chǎng)材料供應(yīng)情況和施工能力、場(chǎng)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(jì)主要進(jìn)行了結(jié)構(gòu)方案中橫向框架17軸框架的抗震設(shè)計(jì)。荷載計(jì)算部分為該建筑的第17軸，并對(duì)第17軸柱下的四個(gè)獨(dú)立基礎(chǔ)進(jìn)行設(shè)計(jì)計(jì)算。本工程除了手算部分，還采用建筑軟件PK-PM進(jìn)行計(jì)算。
 最后，依據(jù)計(jì)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(jì)說(shuō)明。本計(jì)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(jì);荷載; 主梁;次梁; 基礎(chǔ)
 
 
 The structural design of a school’s telecom building
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 17.The loading calculation mainly calculates and designs the 17axis of the building, and the four independent foundation which are under the 17 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； Laod；
  Main beam；Piece beam；Foundation