高檔住宅樓設(shè)計(jì).rar
高檔住宅樓設(shè)計(jì),3萬字 91頁論文包括詳細(xì)平面圖等設(shè)計(jì)圖，包括答辯ppt摘 要本設(shè)計(jì)中所設(shè)計(jì)的高檔住宅樓地處小城市繁華小區(qū)。因?yàn)槎ㄎ辉诟邫n，所以要體現(xiàn)出與一般商品房的不同，又因?yàn)樵谛〕鞘?，要與喧鬧的大城市形成對(duì)比。本設(shè)計(jì)遵循以人為本的原則，盡量體現(xiàn)與周邊環(huán)境的結(jié)合。本設(shè)計(jì)選用鋼筋混凝土框架結(jié)構(gòu)，框架結(jié)構(gòu)的優(yōu)點(diǎn)是建筑平面布...
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原文檔由會(huì)員 beijing2008 發(fā)布
高檔住宅樓設(shè)計(jì)
3萬字 91頁
論文包括詳細(xì)平面圖等設(shè)計(jì)圖，包括答辯PPT
摘 要
本設(shè)計(jì)中所設(shè)計(jì)的高檔住宅樓地處小城市繁華小區(qū)。因?yàn)槎ㄎ辉诟邫n，所以要體現(xiàn)出與一般商品房的不同，又因?yàn)樵谛〕鞘校c喧鬧的大城市形成對(duì)比。本設(shè)計(jì)遵循以人為本的原則，盡量體現(xiàn)與周邊環(huán)境的結(jié)合。本設(shè)計(jì)選用鋼筋混凝土框架結(jié)構(gòu)，框架結(jié)構(gòu)的優(yōu)點(diǎn)是建筑平面布置靈活，可以根據(jù)住戶的需要布置出各種空間的房屋，比如大面積的客廳，舒適的書房（休閑室），寬敞的臥室等?？蚣芙Y(jié)構(gòu)傳力體系為：板 主梁 柱 基礎(chǔ)（本設(shè)計(jì)中樓板選用雙向板，無次梁），傳力方式簡(jiǎn)單、明確，結(jié)構(gòu)設(shè)計(jì)時(shí)易于操作。
全部設(shè)計(jì)分三個(gè)部分，即：建筑設(shè)計(jì)、結(jié)構(gòu)設(shè)計(jì)、PKPM電算。建筑設(shè)計(jì)依據(jù)各種建筑設(shè)計(jì)規(guī)范設(shè)計(jì)，附有建筑說明以及建筑平面、立面和剖面圖；結(jié)構(gòu)設(shè)計(jì)依據(jù)各種結(jié)構(gòu)設(shè)計(jì)規(guī)范，選取建筑左側(cè)部分進(jìn)行計(jì)算，按照框架設(shè)計(jì)計(jì)算的每個(gè)步驟，完成設(shè)計(jì)，并附有圖來說明；最后用軟件PKPM進(jìn)行了電算驗(yàn)算，附在結(jié)構(gòu)設(shè)計(jì)之后。
出圖部分除畢業(yè)設(shè)計(jì)書中所附圖外，還單獨(dú)打印按比例出圖。
關(guān)鍵詞：高檔住宅樓，規(guī)范，鋼筋混凝土框架結(jié)構(gòu)，建筑設(shè)計(jì)，結(jié)構(gòu)設(shè)計(jì)
Design for High grade residential building
Abstract
In this design, high grade residential building is built in little city prosperous sub-district. Because position in luxurious , so it embody the difference with general the commercial house, again because of in little city, contrast to form with noisy big city. This design follow the principle of founding on people , embody the combination with periphery environment as far as possible. This design choose RC Frame Construction of frame structure. The advantage of frame structure is building plane arrange flexible, can arrange the house of various spaces according to the needs of household, for example the drawing room with big area, comfortable study ( casual room ),spacious bedroom and so on. The pass force system of frame structure is: board main beam column foundation (In this design floor choose two-way board, without beam), pass force way is simple, definite, structural design is easy to operate.
All designs divide into three parts: building design, structural design and PKPM electricity calculates. Building design is designed according to various of construct design code, Is prepared with building explanation as well as the picture building plane, elevation and profile. Structural design is designed according to various of structural design code, select the building part of left side to calculate, according to every step of frame design calculation, complete the design, and prepare with picture explanation. Use software PKPM finally carry out electrical calculate checking computation, attach in structural design after.
Except the picture in the book of Graduation design , I also print picture in proportion alone.
Key words：High grade residential building, Code, RC Frame Construction, Building design, Structural design
目 錄
1 緒論………………………………………………..……………….. .…………...1
2 建筑設(shè)計(jì)說明……………………………………..……………….. .…………...2
2.1 建筑設(shè)計(jì)條件簡(jiǎn)述…………………………..……………….. .…………...2
2.1.1 項(xiàng)目簡(jiǎn)介……………………………..……………….. .…………...2
2.1.2 設(shè)計(jì)要求……………………………..……………….. .…………...2
2.1.3 建設(shè)地點(diǎn)及自然條件………………..……………….. .…………...2
2.2 建筑體系選型及平面設(shè)置…………………..……………….. .…………...3
2.2.1 設(shè)計(jì)原則……………………………..……………….. .…………...3
2.2.2 建筑選型……………………………..……………….. .…………...3
2.2.3 平面布置（總平面、首層、標(biāo)準(zhǔn)層）……………….. .…………...3
2.3 立面設(shè)計(jì)……………………………………..……………….. .…………...6
2.4 剖面設(shè)計(jì)……………………………………..……………….. .…………...7
2.5 垂直交通設(shè)計(jì)………………………………..……………….. .…………...8
2.6 建筑構(gòu)造設(shè)計(jì)………………………………..……………….. .…………...8
2.7 防火設(shè)計(jì)……………………………………..……………….. .…………...8
3 結(jié)構(gòu)設(shè)計(jì)說明……………………………………..……………….. .…………..10
3.1 結(jié)構(gòu)方案選擇………………………………..……………….. .………….10
3.2 基本尺寸的確定以及截面幾何特征……………………………………...10
3.2.1 框架梁截面尺寸及混凝土強(qiáng)度等級(jí)……………………………...10
3.2.2 框架柱截面尺寸及混凝土強(qiáng)度等級(jí)……………………………...10
3.2.3 中間部分框架梁、框架柱截面尺寸及混凝土強(qiáng)度等級(jí)………...12
4 結(jié)構(gòu)設(shè)計(jì)計(jì)算……………………………………..……………….. .…………..13
4.1 框架側(cè)移剛度計(jì)算…………………………..……………….. .………….13
4.2 豎向荷載計(jì)算………………………………..……………….. .………….13
4.2.1 各種構(gòu)件的荷載標(biāo)準(zhǔn)值……………..……………….. .………….13
4.2.1 重力荷載代表值……………………..……………….. .………….15
4.3 自振周期計(jì)算………………………………..……………….. .………….17
4.4 多遇水平地震作用標(biāo)準(zhǔn)值計(jì)算…………………………………………...18
4.5 水平地震作用下內(nèi)力計(jì)算…………………..……………….. .………….19
4.5.1 剪力分配……………………………..……………….. .………….19
4.5.2 計(jì)算柱反彎點(diǎn)高度比y ……………..……………….. .………….19
4.5.3 框架內(nèi)力計(jì)算………………………..……………….. .………….20
4.6 水平風(fēng)荷載作用下框架結(jié)構(gòu)內(nèi)力和側(cè)移計(jì)算 …………….. .………….23
4.6.1 風(fēng)荷載標(biāo)準(zhǔn)值………………………..……………….. .………….23
4.6.2 風(fēng)荷載作用下水平位移驗(yàn)算………..……………….. .………….23
4.6.3 剪力分配……………………………..……………….. .………….24
4.6.4 風(fēng)荷載作用下框架結(jié)構(gòu)內(nèi)力計(jì)算…..……………….. .………….24
4.7 重力荷載作用下的內(nèi)力計(jì)算………………..……………….. .………….25
4.7.1 梁、柱轉(zhuǎn)動(dòng)剛度計(jì)算………………..……………….. .………….25
4.7.2 恒載下梁端彎矩計(jì)算………………..……………….. .………….26
4.7.3 活載和重力荷載代表值梁端彎矩計(jì)算 …………….. .………….28
4.7.4 計(jì)算分配系數(shù)………………………..……………….. .………….28
4.7.5 荷載分布和節(jié)點(diǎn)……………………..……………….. .………….29
4.7.6 恒載、活載、重力荷載代表值下彎矩的分配與傳遞. .………….29
4.7.7 計(jì)算框架內(nèi)力………………………..……………….. .………….33
4.8 內(nèi)力組合……………………………………..……………….. .………….36
4.8.1 梁控制截面內(nèi)力與梁端負(fù)彎矩調(diào)幅..……………….. .………….36
4.8.2 內(nèi)力組合……………………………..……………….. .………….39
4.9 框架構(gòu)件設(shè)計(jì)計(jì)算…………………………..……………….. .………….41
4.9.1 梁截面設(shè)計(jì)…………………………..……………….. .………….41
4.9.2 柱截面設(shè)計(jì)（一層B軸柱）…………..……………….. .………….49
4.9.3 柱截面設(shè)計(jì)（一層A軸柱）…………..……………….. .………….54
4.9.4 節(jié)點(diǎn)區(qū)配筋…………………………..……………….. .………….58
4.9.5 梁、柱配筋圖………………………..……………….. .………….58
4.9.6 樓板內(nèi)力與配筋計(jì)算 ……………..……………….. .…………. 59
4.10 樓梯內(nèi)力與配筋計(jì)算………………………..……………….. .………….67
4.10.1 樓梯面………………………………..……………….. .………….67
4.10.1 平臺(tái)梁………………………………..……………….. .………….68
5 PKPM電算驗(yàn)算 ……………………………………..……………….. .………72
結(jié)論…………………………………………………………………………………..76
致謝…………………………………………………………………………………..77
參考文獻(xiàn)……………………………………………………………………………..78
附錄…………………………………………………………………………………..79
附錄A……………………………………………………………………………79
附錄B……………………………………………………………………………87
參考文獻(xiàn)
[1] 王墨耕. 新編多層及高層建筑鋼筋混凝土結(jié)構(gòu)設(shè)計(jì)手冊(cè)[M]. 科學(xué)技術(shù)出版社
[2] 建筑設(shè)計(jì)資料集[M]. 中國(guó)建筑工業(yè)出版社
3萬字 91頁
論文包括詳細(xì)平面圖等設(shè)計(jì)圖，包括答辯PPT
摘 要
本設(shè)計(jì)中所設(shè)計(jì)的高檔住宅樓地處小城市繁華小區(qū)。因?yàn)槎ㄎ辉诟邫n，所以要體現(xiàn)出與一般商品房的不同，又因?yàn)樵谛〕鞘校c喧鬧的大城市形成對(duì)比。本設(shè)計(jì)遵循以人為本的原則，盡量體現(xiàn)與周邊環(huán)境的結(jié)合。本設(shè)計(jì)選用鋼筋混凝土框架結(jié)構(gòu)，框架結(jié)構(gòu)的優(yōu)點(diǎn)是建筑平面布置靈活，可以根據(jù)住戶的需要布置出各種空間的房屋，比如大面積的客廳，舒適的書房（休閑室），寬敞的臥室等?？蚣芙Y(jié)構(gòu)傳力體系為：板 主梁 柱 基礎(chǔ)（本設(shè)計(jì)中樓板選用雙向板，無次梁），傳力方式簡(jiǎn)單、明確，結(jié)構(gòu)設(shè)計(jì)時(shí)易于操作。
全部設(shè)計(jì)分三個(gè)部分，即：建筑設(shè)計(jì)、結(jié)構(gòu)設(shè)計(jì)、PKPM電算。建筑設(shè)計(jì)依據(jù)各種建筑設(shè)計(jì)規(guī)范設(shè)計(jì)，附有建筑說明以及建筑平面、立面和剖面圖；結(jié)構(gòu)設(shè)計(jì)依據(jù)各種結(jié)構(gòu)設(shè)計(jì)規(guī)范，選取建筑左側(cè)部分進(jìn)行計(jì)算，按照框架設(shè)計(jì)計(jì)算的每個(gè)步驟，完成設(shè)計(jì)，并附有圖來說明；最后用軟件PKPM進(jìn)行了電算驗(yàn)算，附在結(jié)構(gòu)設(shè)計(jì)之后。
出圖部分除畢業(yè)設(shè)計(jì)書中所附圖外，還單獨(dú)打印按比例出圖。
關(guān)鍵詞：高檔住宅樓，規(guī)范，鋼筋混凝土框架結(jié)構(gòu)，建筑設(shè)計(jì)，結(jié)構(gòu)設(shè)計(jì)
Design for High grade residential building
Abstract
In this design, high grade residential building is built in little city prosperous sub-district. Because position in luxurious , so it embody the difference with general the commercial house, again because of in little city, contrast to form with noisy big city. This design follow the principle of founding on people , embody the combination with periphery environment as far as possible. This design choose RC Frame Construction of frame structure. The advantage of frame structure is building plane arrange flexible, can arrange the house of various spaces according to the needs of household, for example the drawing room with big area, comfortable study ( casual room ),spacious bedroom and so on. The pass force system of frame structure is: board main beam column foundation (In this design floor choose two-way board, without beam), pass force way is simple, definite, structural design is easy to operate.
All designs divide into three parts: building design, structural design and PKPM electricity calculates. Building design is designed according to various of construct design code, Is prepared with building explanation as well as the picture building plane, elevation and profile. Structural design is designed according to various of structural design code, select the building part of left side to calculate, according to every step of frame design calculation, complete the design, and prepare with picture explanation. Use software PKPM finally carry out electrical calculate checking computation, attach in structural design after.
Except the picture in the book of Graduation design , I also print picture in proportion alone.
Key words：High grade residential building, Code, RC Frame Construction, Building design, Structural design
目 錄
1 緒論………………………………………………..……………….. .…………...1
2 建筑設(shè)計(jì)說明……………………………………..……………….. .…………...2
2.1 建筑設(shè)計(jì)條件簡(jiǎn)述…………………………..……………….. .…………...2
2.1.1 項(xiàng)目簡(jiǎn)介……………………………..……………….. .…………...2
2.1.2 設(shè)計(jì)要求……………………………..……………….. .…………...2
2.1.3 建設(shè)地點(diǎn)及自然條件………………..……………….. .…………...2
2.2 建筑體系選型及平面設(shè)置…………………..……………….. .…………...3
2.2.1 設(shè)計(jì)原則……………………………..……………….. .…………...3
2.2.2 建筑選型……………………………..……………….. .…………...3
2.2.3 平面布置（總平面、首層、標(biāo)準(zhǔn)層）……………….. .…………...3
2.3 立面設(shè)計(jì)……………………………………..……………….. .…………...6
2.4 剖面設(shè)計(jì)……………………………………..……………….. .…………...7
2.5 垂直交通設(shè)計(jì)………………………………..……………….. .…………...8
2.6 建筑構(gòu)造設(shè)計(jì)………………………………..……………….. .…………...8
2.7 防火設(shè)計(jì)……………………………………..……………….. .…………...8
3 結(jié)構(gòu)設(shè)計(jì)說明……………………………………..……………….. .…………..10
3.1 結(jié)構(gòu)方案選擇………………………………..……………….. .………….10
3.2 基本尺寸的確定以及截面幾何特征……………………………………...10
3.2.1 框架梁截面尺寸及混凝土強(qiáng)度等級(jí)……………………………...10
3.2.2 框架柱截面尺寸及混凝土強(qiáng)度等級(jí)……………………………...10
3.2.3 中間部分框架梁、框架柱截面尺寸及混凝土強(qiáng)度等級(jí)………...12
4 結(jié)構(gòu)設(shè)計(jì)計(jì)算……………………………………..……………….. .…………..13
4.1 框架側(cè)移剛度計(jì)算…………………………..……………….. .………….13
4.2 豎向荷載計(jì)算………………………………..……………….. .………….13
4.2.1 各種構(gòu)件的荷載標(biāo)準(zhǔn)值……………..……………….. .………….13
4.2.1 重力荷載代表值……………………..……………….. .………….15
4.3 自振周期計(jì)算………………………………..……………….. .………….17
4.4 多遇水平地震作用標(biāo)準(zhǔn)值計(jì)算…………………………………………...18
4.5 水平地震作用下內(nèi)力計(jì)算…………………..……………….. .………….19
4.5.1 剪力分配……………………………..……………….. .………….19
4.5.2 計(jì)算柱反彎點(diǎn)高度比y ……………..……………….. .………….19
4.5.3 框架內(nèi)力計(jì)算………………………..……………….. .………….20
4.6 水平風(fēng)荷載作用下框架結(jié)構(gòu)內(nèi)力和側(cè)移計(jì)算 …………….. .………….23
4.6.1 風(fēng)荷載標(biāo)準(zhǔn)值………………………..……………….. .………….23
4.6.2 風(fēng)荷載作用下水平位移驗(yàn)算………..……………….. .………….23
4.6.3 剪力分配……………………………..……………….. .………….24
4.6.4 風(fēng)荷載作用下框架結(jié)構(gòu)內(nèi)力計(jì)算…..……………….. .………….24
4.7 重力荷載作用下的內(nèi)力計(jì)算………………..……………….. .………….25
4.7.1 梁、柱轉(zhuǎn)動(dòng)剛度計(jì)算………………..……………….. .………….25
4.7.2 恒載下梁端彎矩計(jì)算………………..……………….. .………….26
4.7.3 活載和重力荷載代表值梁端彎矩計(jì)算 …………….. .………….28
4.7.4 計(jì)算分配系數(shù)………………………..……………….. .………….28
4.7.5 荷載分布和節(jié)點(diǎn)……………………..……………….. .………….29
4.7.6 恒載、活載、重力荷載代表值下彎矩的分配與傳遞. .………….29
4.7.7 計(jì)算框架內(nèi)力………………………..……………….. .………….33
4.8 內(nèi)力組合……………………………………..……………….. .………….36
4.8.1 梁控制截面內(nèi)力與梁端負(fù)彎矩調(diào)幅..……………….. .………….36
4.8.2 內(nèi)力組合……………………………..……………….. .………….39
4.9 框架構(gòu)件設(shè)計(jì)計(jì)算…………………………..……………….. .………….41
4.9.1 梁截面設(shè)計(jì)…………………………..……………….. .………….41
4.9.2 柱截面設(shè)計(jì)（一層B軸柱）…………..……………….. .………….49
4.9.3 柱截面設(shè)計(jì)（一層A軸柱）…………..……………….. .………….54
4.9.4 節(jié)點(diǎn)區(qū)配筋…………………………..……………….. .………….58
4.9.5 梁、柱配筋圖………………………..……………….. .………….58
4.9.6 樓板內(nèi)力與配筋計(jì)算 ……………..……………….. .…………. 59
4.10 樓梯內(nèi)力與配筋計(jì)算………………………..……………….. .………….67
4.10.1 樓梯面………………………………..……………….. .………….67
4.10.1 平臺(tái)梁………………………………..……………….. .………….68
5 PKPM電算驗(yàn)算 ……………………………………..……………….. .………72
結(jié)論…………………………………………………………………………………..76
致謝…………………………………………………………………………………..77
參考文獻(xiàn)……………………………………………………………………………..78
附錄…………………………………………………………………………………..79
附錄A……………………………………………………………………………79
附錄B……………………………………………………………………………87
參考文獻(xiàn)
[1] 王墨耕. 新編多層及高層建筑鋼筋混凝土結(jié)構(gòu)設(shè)計(jì)手冊(cè)[M]. 科學(xué)技術(shù)出版社
[2] 建筑設(shè)計(jì)資料集[M]. 中國(guó)建筑工業(yè)出版社
