土木工程畢業(yè)設(shè)計(jì)中英文摘要和目錄

1、 山東科技大學(xué)畢業(yè)設(shè)計(jì)（論文）摘要建筑名稱：博文圖書館位 置：青島市經(jīng)濟(jì)技術(shù)開發(fā)區(qū)結(jié)構(gòu)類型：鋼筋混凝土框架結(jié)構(gòu)層 數(shù)：四層總建筑面積：7629.4m2本設(shè)計(jì)建筑名稱為博文圖書館。圖書館不僅僅是一個(gè)閱讀的場所，它更是市民交流的平臺(tái)。作為城市地標(biāo)，擬建建筑物要考慮與臨邊建筑風(fēng)格相協(xié)調(diào)，同時(shí)也要突出自己的建筑風(fēng)格。本圖書館建筑建筑總高度25.875米，共4層，層高5.1米，采用現(xiàn)澆鋼筋混凝土框架結(jié)構(gòu)，抗震等級(jí)為三級(jí)，抗震設(shè)防烈度為7度，整個(gè)設(shè)計(jì)包括建筑設(shè)計(jì)和結(jié)構(gòu)設(shè)計(jì)兩部分。建筑設(shè)計(jì)部分，首先根據(jù)建筑的使用功能確定建筑的初步布局，包括建筑體形及室內(nèi)空間布置等，然后結(jié)合使用的材料、做法進(jìn)一步確定具體尺寸

2、和平、立面風(fēng)格等。具體來說，主要包括總平面設(shè)計(jì)、建筑平面設(shè)計(jì)（功能布局及布置思路、房間的布置、衛(wèi)生間的設(shè)計(jì)、樓梯布置、柱網(wǎng)布置等）、立面設(shè)計(jì)、剖面設(shè)計(jì)（層數(shù)層高確定及樓梯設(shè)計(jì)）、建筑材料設(shè)計(jì)（屋面做法、樓面做法）、防火設(shè)計(jì)，并對(duì)主要設(shè)計(jì)規(guī)范、尺寸單位、荷載及鋼筋混凝土作了附加說明。結(jié)構(gòu)設(shè)計(jì)部分，首先根據(jù)建筑設(shè)計(jì)、工藝使用要求、材料供應(yīng)情況以及場地地質(zhì)條件等確定結(jié)構(gòu)布置方案，然后選取一榀典型框架進(jìn)行設(shè)計(jì)計(jì)算。在明確計(jì)算簡圖的前提下，進(jìn)一步確定框架承受的荷載，包括恒載、屋（樓）面活載和風(fēng)荷載，在此基礎(chǔ)上進(jìn)行框架內(nèi)力計(jì)算（采用d值法計(jì)算風(fēng)荷載作用下的內(nèi)力，采用彎矩二次分配法計(jì)算豎向荷載作用下的內(nèi)力）

3、、內(nèi)力組合、梁、柱和基礎(chǔ)等構(gòu)件的配筋計(jì)算以及風(fēng)荷載作用下的側(cè)移驗(yàn)算。除此之外，還進(jìn)行了樓梯設(shè)計(jì)（梯段板設(shè)計(jì)、平臺(tái)板設(shè)計(jì)及平臺(tái)梁設(shè)計(jì)）、雨篷的設(shè)計(jì)與計(jì)算等。為進(jìn)一步驗(yàn)證手算結(jié)果的精確度，采用pkpm 2005行業(yè)軟件進(jìn)行了電算，比較分析表明手算結(jié)果是可靠的。最后用autocad進(jìn)行繪圖。關(guān)鍵詞：鋼筋混凝土框架結(jié)構(gòu)；圖書館建筑；建筑設(shè)計(jì)；結(jié)構(gòu)設(shè)計(jì)abstractbuilding name： bo wen librarylocation：economic and technological development zone of qingdao struture system： r.c.framen

4、umber of stories： 4 storiestotal floor area：7629.4m2the building name of the design is bo wen library. it is not only a reading place but a platform for communication. as a landmark of the city, the proposed building should be considered to be in accordance with the style of surrounding architecture

5、, and also highlight its own style.the present project is a 4-storey library with the floor height 5.1m and the total height 25.875m. the four-layer building is adopted the cast-in-place reinforced concrete frame structure, and the seismic fortification intensity is 7 with the anti-seismic level 3.

6、the entire graduation project divides into two parts, that is, the architectural design part and the structural design part.in the architectural design part, the general layout is first determined according to the building function, including conformation and indoor spatial setting; then the dimensi

7、on, plane style and elevation style are chosen considering the engineering materials and constructional details. make it more specific,it includes the total plane design, architectural graphic design (the function layout and layout thinking, the room arrangement and the design of toilet, stair layou

8、t, column, etc), the facade design layout, section design(the number and the height of layers identity and stair design), building materials design (roofing approach, the floor practice) and fire prevention design. in addition, instructions for the main design norms and dimensions, load and reinforc

9、ed concrete is given.in the structural design part, the array of structure is first determined according to architectural design, process demand, material supply and geological conditions; then a typical transverse frame is taken to be computed. after the extract of computation sketch, the external

10、loads such as the dead load, living load on the roof (floor) and the wind load are calculated; then the internal force in the structure is obtained through the moment distribution method under vertical loading and the modified knick point method under horizontal loads. in the following, the combinat

11、ion of internal force is performed. on the above basis, the design of structural components such as beams, columns and foundations are respectively carried out, and at the same time the checking computation of the slidesway under wind load is done. in addition, the design of the stair (ladder period

12、 of board design, smooth bedplate design and platform beam design), the canopy and other accessory components are also completed. to verify the accuracy of above results, numerical tests are performed with the software pkpm 2005, and the comparisons prove that the original results are reliable. fina

13、lly, the construction documents are completed using the software autocad 2004.keywords: reinforced concrete frame; multi-storey library building; architectural design; structural design.目錄1 建 筑 設(shè) 計(jì)11.1設(shè)計(jì)資料11.1.1建筑環(huán)境和地點(diǎn)11.1.2建筑設(shè)計(jì)要求21.2 總平面設(shè)計(jì)31.2.1總平面設(shè)計(jì)要求31.2.2總圖設(shè)計(jì)41.2.3方案特點(diǎn)51.2.4基地環(huán)境分析61.2.5交通組織71.2.

14、6綠化景觀設(shè)計(jì)81.2.7 變形縫的設(shè)計(jì)81.3 建筑平面設(shè)計(jì)91.3.1設(shè)計(jì)指導(dǎo)思想及本方案平面特點(diǎn)101.3.2功能分區(qū)121.3.3房間的布置141.3.4衛(wèi)生間的設(shè)計(jì)161.3.5人流組織說明171.3.6防火疏散組織與樓梯的布置171.3.7柱網(wǎng)的布置191.4 立面設(shè)計(jì)201.4.1立面設(shè)計(jì)要求211.4.2方案造型設(shè)計(jì)221.5 剖面設(shè)計(jì)251.5.1剖面設(shè)計(jì)基本要求251.5.2屋面、樓面做法281.5.3樓梯選擇291.6細(xì)部構(gòu)造總說明311.6.1勒腳311.6.2散水311.6.3樓地面工程321.6.4屋面工程321.6.5門窗工程321.6.6基礎(chǔ)工程331.7防火設(shè)計(jì)341.8其它說明352.結(jié)構(gòu)設(shè)計(jì)362.1 板的設(shè)計(jì)362.1.1 設(shè)計(jì)資料362.1.2 樓蓋的結(jié)構(gòu)平面布置362.1.3單向板計(jì)算372.1.4 雙向板計(jì)算402.2 次梁計(jì)算472.3框架設(shè)計(jì)502.3.1 設(shè)計(jì)資料502.3.2 結(jié)構(gòu)布置及結(jié)構(gòu)計(jì)算簡圖522.3.3 荷載統(tǒng)計(jì)542.3.4 內(nèi)力計(jì)算662.3.5 內(nèi)力組合942.3.6截面設(shè)計(jì)