老年公寓畢業(yè)設(shè)計(jì)



摘  要

本設(shè)計(jì)為岳陽市健安老年公寓，建筑面積6600㎡，占地面積1200㎡。建筑總長度為48.7m，總寬度為45.0m 。主體五層，底層層高4.2m，其余各層層高3.0m，建筑高度16.2m。

該工程為框架結(jié)構(gòu)，主體全部現(xiàn)澆，基礎(chǔ)采用獨(dú)立基礎(chǔ)

建筑設(shè)計(jì)部分，嚴(yán)格按照國家相應(yīng)法規(guī)、規(guī)范，并結(jié)合自身的特色設(shè)計(jì)完成。本工程為住宅樓建筑性質(zhì)，主要包括：客房、活動室兩大個部分，因此在建筑平面布置上，本設(shè)計(jì)功能分區(qū)明確，各部分聯(lián)系方便又互不干擾，并充分考慮了建筑防火要求和人流疏散要求。

結(jié)構(gòu)設(shè)計(jì)部分，采用鋼筋混凝土現(xiàn)澆框架結(jié)構(gòu)體系。在結(jié)構(gòu)計(jì)算方面選用了一榀主框架及柱下獨(dú)立基礎(chǔ)進(jìn)行設(shè)計(jì)手算，并繪制手工圖，手算內(nèi)容為確定框架計(jì)算圖、進(jìn)行荷載計(jì)算、內(nèi)力分析和組合，截面配筋計(jì)算和構(gòu)造措施等。電算部分采用PKPM計(jì)算出各層梁柱板配筋以及基礎(chǔ)配筋。從結(jié)構(gòu)選型入手，本設(shè)計(jì)書對一榀框架的荷載進(jìn)行了計(jì)算分析，利用D值法對框架結(jié)構(gòu)在豎向荷載、水平風(fēng)荷載作用下產(chǎn)生的內(nèi)力進(jìn)行了計(jì)算，通過內(nèi)力組合，得出框架的控制內(nèi)力，最后完成框架各構(gòu)件的配筋計(jì)算并繪制了該框架的施工圖。設(shè)計(jì)書中選算了框架的一個基礎(chǔ)，給出了基礎(chǔ)的配筋計(jì)算并繪制了施工圖。

施工組織設(shè)計(jì)部分，以兩條伸縮縫為界將工程分四個流水施工段。根據(jù)施工計(jì)算書的要求，對工程量進(jìn)行計(jì)算，并計(jì)算出工作天數(shù)，采用夢龍軟件編制出時標(biāo)網(wǎng)絡(luò)圖。根據(jù)所選的器材和場地實(shí)際情況，對施工平面進(jìn)行了合理布置。

關(guān)鍵詞：建筑設(shè)計(jì),結(jié)構(gòu)設(shè)計(jì),施工組織設(shè)計(jì).

ABSTRACT

Yueyang City, the design of health security for elderly apartments, building area 6600 ㎡, 1200 ㎡ area. Building a total length of 48.7m, the total width of 45.0m. The main five-storey, high levels at the end of 4.2m, the remaining layers of high-3.0m, height 16.2m。

The framework of the project structure, the main body of all cast-in-place, based on an independent basis for。

  Structural design of the framework for the use of reinforced concrete structure cast-in-place. Structural calculations choose a column under the main frame and the basis for the design of an independent hand count, and hand-drawn map of the content of hand-counting in order to determine the framework of the calculation chart for load calculation, analysis and combination of internal forces, the calculation and construction of reinforced concrete cross-section measures and so on. Part of the use of computer calculated PKPM plate reinforcement beams on each floor as well as the basis for reinforcement. Selection to start from the structure, the design of a framework calculated load analysis, the use of D values on the framework structure in vertical load, horizontal wind loads generated by the internal force is calculated through the combination of internal forces, derived framework for the control of internal forces, and finally completed the framework of the reinforcement of all components is calculated and drawn in the framework of the working drawings. Framework for the design of the book of the election just a basis for reinforcement are given based on the calculation and mapping of the working drawings.

  Construction of part of organizational design to the two expansion joints for the industry to the construction project is divided into four paragraphs water. Construction rates in accordance with the requirements of the project to calculate the volume and calculate the number of working days, using software developed Menglong network time scale. According to the selected equipment and the actual situation in the venue, the construction plane to carry out a reasonable arrangement.

  

Keywords: Architectural design, structural design, construction organization design.

目  錄

1  結(jié)構(gòu)選型及梁柱截面估算 1

1.1  設(shè)計(jì)資料 1

1.2  結(jié)構(gòu)選型 2

1.3  框架梁柱截面尺寸估算 2

2  框架計(jì)算簡圖及梁柱線剛度計(jì)算 3

2.1  確定框架計(jì)算簡圖 3

2.2  框架梁柱的線剛度計(jì)算 3

3  荷載計(jì)算 5

3.1  恒載標(biāo)準(zhǔn)值計(jì)算 5

3.2  活荷載標(biāo)準(zhǔn)值計(jì)算 7

3.3  豎向荷載作用下框架受荷計(jì)算 7

3.4  風(fēng)荷載計(jì)算 13

3.5  地震荷載計(jì)算 13

4  風(fēng)荷載作用下的位移驗(yàn)算 16

4.1  側(cè)移剛度D值的計(jì)算 16

4.2  風(fēng)荷載作用下框架側(cè)移計(jì)算 16

4.3  地震荷載作用下框架變形計(jì)算 16

5  內(nèi)力計(jì)算 18

5.1  恒荷載標(biāo)準(zhǔn)值作用下的內(nèi)力計(jì)算 18

5.2  活荷載標(biāo)準(zhǔn)值作用下的內(nèi)力計(jì)算 19

5.3  風(fēng)荷載標(biāo)準(zhǔn)值作用下的內(nèi)力計(jì)算 35

5.4  地震荷載標(biāo)準(zhǔn)值作用下的內(nèi)力計(jì)算 35

6  內(nèi)力組合 45

6.1  梁柱內(nèi)力組合計(jì)算 45

6.2  梁內(nèi)力組合 47

6.3  柱內(nèi)力組合 52

7  梁柱截面設(shè)計(jì)與配筋計(jì)算 54

7.1  框架梁截面設(shè)計(jì)與配筋計(jì)算 54

7.2  框架柱截面設(shè)計(jì)與配筋計(jì)算 56

8  獨(dú)立基礎(chǔ)設(shè)計(jì) 59

8.1  基礎(chǔ)底面積驗(yàn)算 59

8.2  受沖切承載力驗(yàn)算 60

8.3  基礎(chǔ)底板的配筋計(jì)算 62

9  樓梯板截面設(shè)計(jì)與配筋計(jì)算 63

9.1  梯段板設(shè)計(jì) 63

9.2  平臺板設(shè)計(jì)計(jì)算 65

9.3  平臺梁計(jì)算 67

10  施工組織設(shè)計(jì) 69

10.1  工程概況 70

10.2  施工布置 71

10.3  施工方案 73

10.4  工程量計(jì)算 81

10.5  資源計(jì)劃 94

10.6  保證工程工期.質(zhì)量.安全措施 96

10.7  繪制網(wǎng)絡(luò)圖 102

10.8  繪制施工總平面布置圖 102

結(jié)論 102

參考文獻(xiàn) 102

致謝 102