第一篇：土木工程畢業(yè)設(shè)計(jì)—教學(xué)樓設(shè)計(jì)—中英文摘要

西北工業(yè)大學(xué)教學(xué)樓設(shè)計(jì)

學(xué)生姓名：曾凡亮

班級(jí)：土木0801

指導(dǎo)老師：馬斌奇、丁怡潔

摘要：本教學(xué)樓共6層，層高43.6米，建筑面積約6687.7m2，建筑總高度21.60米，采用鋼筋混凝土框架結(jié)構(gòu)，抗震等級(jí)為二級(jí)，抗震設(shè)防烈度為8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)一步確定具體尺寸和平、立面風(fēng)格等。

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(chǎng)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(jiǎn)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，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）、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。

在上述工作的基礎(chǔ)上，采用制圖軟件AutoCAD 2004繪制了建筑施工圖和結(jié)構(gòu)施工圖。

關(guān)鍵詞：鋼筋混凝土框架結(jié)構(gòu)；教學(xué)樓；建筑設(shè)計(jì)；結(jié)構(gòu)設(shè)計(jì)。

Design of the teaching building in Northwestern Polytechnical University Student Name : Ceng Fanliang class of 0801: Civil Teacher: Ma Binqi, Ding Yijie, Abstract: the teaching building has 6 floors,43.6 meters tall, the building area of about 6687.7m2, building a total height of 21.60 meters, with reinforced concrete frame structure, seismic grade two, seismic fortification intensity is 8 degrees, the design consists of architectural design and structural design of two parts.Part of the architectural design, according to the construction of the first use of function determine the initial layout of the building, including the building shape and layout of the indoor space, and then use a combination of materials, practice further determine the specific size peace, elevation style.Structure design part, firstly according to the architectural design, process, materials supply and requirements for the use of the site geological conditions determine the layout of the structure, and then selects a pin typical framework design.In the explicit calculation diagram under the premise, further determining the frame under load, including dead load, live load house(floor)surface, on the basis of calculation of internal forces of frame(the D value method to calculate the wind load, the moment two methods of distribution to calculate vertical load under the action of internal force, internal force)combination, beam, column and foundation member reinforcement calculation and wind load under the lateral displacement calculation.On the basis of the above work, using graphics software AutoCAD 2004drawing construction plans and construction plans.Keywords: reinforced concrete frame structure;teaching building;architectural design;structure design.

第二篇：土木工程畢業(yè)設(shè)計(jì)結(jié)論與摘要

結(jié) 論

通過為期兩個(gè)月的畢業(yè)設(shè)計(jì)，總的體會(huì)可以用一句話來(lái)表達(dá)，紙上得來(lái)終覺淺，絕知此事要躬行！。

以往的課程設(shè)計(jì)都是單獨(dú)的構(gòu)件或建筑物的某一部分的設(shè)計(jì)，而畢業(yè)設(shè)計(jì)則不一樣，它需要綜合考慮各個(gè)方面的工程因素，諸如布局的合理，安全，經(jīng)濟(jì)，美觀，還要兼顧施工的方便。這是一個(gè)綜合性系統(tǒng)性的工程，因而要求我們分別從建筑，結(jié)構(gòu)等不同角度去思考問題。

在設(shè)計(jì)的過程中，遇到的問題是不斷的。前期的建筑方案由于考慮不周是，此后在指導(dǎo)老師及教研室各位老師和同學(xué)們的幫助下，通過參考建筑圖集，建筑規(guī)范以及各種設(shè)計(jì)資料，使我的設(shè)計(jì)漸漸趨于合理。

在計(jì)算機(jī)制圖的過程中，我更熟練操作AutoCAD、天正建筑等建筑設(shè)計(jì)軟件。在此過程中，我對(duì)制圖規(guī)范有了較為深入地了解，對(duì)平、立、剖面圖的內(nèi)容、線形、尺寸標(biāo)注等問題上有了更為清楚地認(rèn)識(shí)。

中期進(jìn)行對(duì)選取的一榀框架進(jìn)行結(jié)構(gòu)手算更是重頭戲，對(duì)各門專業(yè)課程知識(shí)貫穿起來(lái)加以運(yùn)用，比如恒載，活載與抗震的綜合考慮進(jìn)行內(nèi)力組合等。開始的計(jì)算是錯(cuò)誤百出，稍有不慎，就會(huì)出現(xiàn)與規(guī)范不符的現(xiàn)象，此外還時(shí)不時(shí)出現(xiàn)筆誤，于是反復(fù)參閱各種規(guī)范，設(shè)計(jì)例題等，把課本上的知識(shí)轉(zhuǎn)化為自己的東西，使其更接近于實(shí)際工程。

后期的計(jì)算書電腦輸入，由于以前對(duì)各種辦公軟件應(yīng)用不多，以致開始的輸入速度相當(dāng)?shù)穆贿^經(jīng)過一段時(shí)間的練習(xí)，日趨熟練。

緊張的畢業(yè)設(shè)計(jì)終于劃上了一個(gè)滿意的句號(hào)，從四月份至今，回想起過去兩個(gè)多月的設(shè)計(jì)收獲是很大的，看到展現(xiàn)在眼前的畢業(yè)設(shè)計(jì)成果，不僅使我對(duì)四年來(lái)大學(xué)所學(xué)專業(yè)知識(shí)的進(jìn)行了一次比較系統(tǒng)的復(fù)習(xí)和總結(jié)歸納，而且使我真正體會(huì)了設(shè)計(jì)的艱辛和一種付出后得到了回報(bào)的滿足感和成就感。同時(shí)也為以后的工作打下了堅(jiān)實(shí)的基礎(chǔ)，也為以后的人生作好了鋪墊。

因此，通過本畢業(yè)設(shè)計(jì)，掌握了結(jié)構(gòu)設(shè)計(jì)的內(nèi)容、步驟、和方法，158 全面了解設(shè)計(jì)的全過程；培養(yǎng)正確、熟練的結(jié)構(gòu)方案、結(jié)構(gòu)設(shè)計(jì)計(jì)算、構(gòu)造處理及繪制結(jié)構(gòu)施工圖的能力；培養(yǎng)我們?cè)诮ㄖこ淘O(shè)計(jì)中的配合意識(shí)；培養(yǎng)正確、熟練運(yùn)用規(guī)范、手冊(cè)、標(biāo)準(zhǔn)圖集及參考書的能力；通過實(shí)際工程訓(xùn)練，建立功能設(shè)計(jì)、施工、經(jīng)濟(jì)全面協(xié)調(diào)的思想，進(jìn)一步建立建筑、結(jié)構(gòu)工程師的責(zé)任意識(shí)。

159

參考文獻(xiàn)

[1] 李國(guó)強(qiáng)，李杰.建筑結(jié)構(gòu)抗震設(shè)計(jì).北京：中國(guó)建筑工業(yè)出版社出版，2002；27－38 [2] 沈蒲生，梁興文.混凝土結(jié)構(gòu)原理.北京：高等教育出版社出版，2002：34－94 [3] 同濟(jì)大學(xué)，西安建筑科技大學(xué).東南大學(xué)，重慶建筑大學(xué).房屋建筑學(xué).北京：中國(guó)建筑工業(yè)出版社，1999：

[4] 陳文斌、章金良.建筑工程制圖.上海：同濟(jì)大學(xué)出版社，1996； [5] 陳希哲.土力學(xué)地基基礎(chǔ).北京；清華大學(xué)出版社，2003； [6] 朱育萬(wàn).土木工程制圖.北京：高等教育出版社，2000； [7] 龍馭球.結(jié)構(gòu)力學(xué).北京：高等教育出版社，2002；

[8] 沈蒲生，蘇三慶.高等學(xué)校建筑工程專業(yè)畢業(yè)設(shè)計(jì)指導(dǎo).北京：中國(guó)建筑工業(yè)出版社，2000、6；

[9] 梁興文、史慶軒.土木工程專業(yè)畢業(yè)設(shè)計(jì)指導(dǎo).北京：科學(xué)出版社，2002；

[10] 中華人民共和國(guó)建設(shè)部.建筑結(jié)構(gòu)荷載規(guī)范.北京：中國(guó)建筑工業(yè)出版社，2002；

[11] 中華人民共和國(guó)建設(shè)部.混凝土結(jié)構(gòu)設(shè)計(jì)規(guī)范（GB 50010-2002）.北京：中國(guó)建筑工業(yè)出版社，2002；

[12] 中華人民共和國(guó)建設(shè)部.建筑地基基礎(chǔ)設(shè)計(jì)規(guī)范（GB 50007-2001）.北京：中國(guó)建筑工業(yè)出版社，2002；

[13] 中華人民共和國(guó)建設(shè)部.建筑抗震設(shè)計(jì)規(guī)范（GB 50011－2001）.北京：中國(guó)建筑工業(yè)出版社，2002；

[14] 中華人民共和國(guó)建設(shè)部.混凝土結(jié)構(gòu)設(shè)計(jì)規(guī)范（GB 500010-2002）.北京：中國(guó)建筑工業(yè)出版社，2002；

[15] 中華人民共和國(guó)建設(shè)部，層民用建筑設(shè)計(jì)防火規(guī)范（GB50045-1995）.北京： 中國(guó)建筑工業(yè)出版社，2001；

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致 謝

畢業(yè)設(shè)計(jì)即將結(jié)束，全職的學(xué)生生活也隨之畫上句號(hào)。即將走上社會(huì)的我，回想大學(xué)的生活感慨頗多。在這四年的時(shí)間里，認(rèn)識(shí)了很多老師和同學(xué)，不論是在生活方面還是在學(xué)習(xí)方面，他們都給了我很大的幫助。通過這幾年的學(xué)習(xí)，我不僅學(xué)到了許多文化知識(shí)，而且在做人和為人處世方面也深有所得，在畢業(yè)離校之際，深深地向他們表達(dá)我最真誠(chéng)的謝意！

在整個(gè)畢業(yè)設(shè)計(jì)期間，因?yàn)橛辛四銈兊膸椭椭С郑也虐岩粋€(gè)系統(tǒng)的、從來(lái)沒有上手的課題，圓滿地完成。正是因?yàn)橛辛四銈兊膸椭抛屛也粌H學(xué)到了本次課題所涉及的新知識(shí)，更讓我感覺到了知識(shí)以外的東西，那就是團(tuán)結(jié)的力量。

在這次畢業(yè)設(shè)計(jì)中，我首先要感謝我的指導(dǎo)老師，她的嚴(yán)謹(jǐn)求實(shí)的治學(xué)態(tài)度、高度的敬業(yè)精神、兢兢業(yè)業(yè)、孜孜以求的工作作風(fēng)對(duì)我產(chǎn)生重要影響。她們用自己的言行來(lái)告訴我們應(yīng)以什么樣的心態(tài)去學(xué)習(xí)、去工作。是她們的鼓勵(lì)和幫助才使我順利完成設(shè)計(jì)。在畢業(yè)設(shè)計(jì)過程中，教研室所有的老師都給我極大的幫助。在此，向他們表達(dá)深深的謝意。

最重要的是我還要深深地感謝我的父母，她們?yōu)槲夷賱谥С治易x完了大學(xué)，他們不辭勞苦的精神，成為我永遠(yuǎn)前進(jìn)的動(dòng)力！我將倍加努力，在新的工作崗位上，用優(yōu)異的成績(jī)來(lái)感謝幫助過我的人。

最后，再次感謝母校和老師們。

致謝人：呂岡奎

2007-6-10

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第三篇：土木工程畢業(yè)設(shè)計(jì)目錄及摘要

延安市政府辦公樓

摘 要

本工程為政府辦公樓工程，采用框架結(jié)構(gòu)，主體為六層，本地區(qū)抗震設(shè)防烈度為8度，近震，場(chǎng)地類別為II類場(chǎng)地。主導(dǎo)風(fēng)向?yàn)槲髂希撅L(fēng)壓0.40KN/M，基本雪壓0.25 KN/M。樓﹑屋蓋均采用現(xiàn)澆鋼筋混凝土結(jié)構(gòu)。

本設(shè)計(jì)貫徹“實(shí)用、安全、經(jīng)濟(jì)、美觀”的設(shè)計(jì)原則。按照建筑設(shè)計(jì)規(guī)范，認(rèn)真考慮影響設(shè)計(jì)的各項(xiàng)因素。根據(jù)結(jié)構(gòu)與建筑的總體與細(xì)部的關(guān)系。

本設(shè)計(jì)主要進(jìn)行了結(jié)構(gòu)方案中橫向框架第12軸抗震設(shè)計(jì)。在確定框架布局之后，先進(jìn)行了層間荷載代表值的計(jì)算,接著利用頂點(diǎn)位移法求出自震周期，進(jìn)而按底部剪力法計(jì)算水平地震荷載作用下大小，進(jìn)而求出在水平荷載作用下的結(jié)構(gòu)內(nèi)力（彎矩、剪力、軸力）。接著計(jì)算豎向荷載（恒載及活荷載）作用下的結(jié)構(gòu)內(nèi)力。是找出最不利的一組或幾組內(nèi)力組合。選取最安全的結(jié)果計(jì)算配筋并繪圖。此外還進(jìn)行了結(jié)構(gòu)方案中的室內(nèi)樓梯的設(shè)計(jì)。完成了平臺(tái)板，梯段板，平臺(tái)梁等構(gòu)件的內(nèi)力和配筋計(jì)算及施工圖繪制。對(duì)樓板進(jìn)行了配筋計(jì)算，本設(shè)計(jì)采用樁基礎(chǔ)，對(duì)基礎(chǔ)承臺(tái)和樁進(jìn)行了受力和配筋計(jì)算。

整個(gè)結(jié)構(gòu)在設(shè)計(jì)過程中，嚴(yán)格遵循相關(guān)的專業(yè)規(guī)范的要求，參考相關(guān)資料和有關(guān)最新的國(guó)家標(biāo)準(zhǔn)規(guī)范，對(duì)設(shè)計(jì)的各個(gè)環(huán)節(jié)進(jìn)行綜合全面的科學(xué)性考慮。總之，適用、安全、經(jīng)濟(jì)、使用方便是本設(shè)計(jì)的原則。設(shè)計(jì)合理可行的建筑結(jié)構(gòu)方案是現(xiàn)場(chǎng)施工的重要依據(jù)。

關(guān)鍵詞： 框架結(jié)構(gòu)，抗震設(shè)計(jì)，荷載計(jì)算，內(nèi)力計(jì)算，計(jì)算配筋

I

Luoyang City West office building

ABSTRACT

This works for the city of Luoyang West office building, a framework structure for a six-storey main, in the region earthquake intensity of 8 degrees near Lan site classification as Class II venues.Led to the southwest direction, the basic Pressure 0.40 KN / M, basic snow pressure 0.25KN/M.Floor roof were using cast-in-place reinforced concrete structure.The design and implement “practical, security, economic, aesthetic,” the design principles.With the architectural design, design seriously consider the influence of the various factors.According to the structural and architectural detail and the overall relationship.The design of the main structure of the program horizontal framework 12-axis seismic design.In determining the distribution framework, the first layer of representative value of the load, Then use vertex from the displacement method for earthquake cycle, and then at the bottom of shear horizontal seismic load calculation under size, then calculated the level of load under the Internal Forces(bending moment, shear and axial force).Then calculate vertical load(constant load and live load)under the Internal Forces.Identify the most disadvantaged group or an internal force several combinations.Select the best safety results of the reinforcement and Mapping.In addition, the structure of the program indoor staircase design.Completion of the platform boards, boards of the ladder, platform beam component and the reinforcement of internal forces calculation and construction mapping.On the floor reinforcement calculation, the use of pile foundation design, foundation and pile caps for the force and reinforcement calculation.II

The whole structure of the design process, in strict compliance with the relevant professional standard, reference to relevant information and the latest national standards and specifications, and design of the various components of a comprehensive scientific considerations.In short, application, security, economic and user-friendly design is the principle.Design reasonable and workable structure of the program is the construction site of the important basis for the construction.KEY WORDS:Frame

Structure,Seismic

Design，Load Calculation，Internal force calculation，Calculation reinforcement

III

符 號(hào)

Ec －混凝土彈性模量；

C20－表示立方體強(qiáng)度標(biāo)準(zhǔn)值為20N/mm2的混凝土強(qiáng)度等級(jí)； N－軸向力設(shè)計(jì)值； M－彎矩設(shè)計(jì)值； V－剪力設(shè)計(jì)值； A－構(gòu)件截面面積； I－截面慣性矩；

Gk－永久荷載標(biāo)準(zhǔn)值； QK－可變荷載標(biāo)準(zhǔn)值；

?G－永久荷載分項(xiàng)系數(shù)；

?Q－可變荷載分項(xiàng)系數(shù)；

Fek－結(jié)構(gòu)總水平地震作用標(biāo)準(zhǔn)值；

GE、Geq－地震時(shí)結(jié)構(gòu)的重力荷載代表值、表值；

T－結(jié)構(gòu)自振周期；

?RE－承載力抗震調(diào)整系數(shù)；

?－構(gòu)件長(zhǎng)細(xì)比；

fak－地基承載力特征值； H0－基礎(chǔ)高度；

d－基礎(chǔ)埋置深度，樁身直徑；

?－土的重力密度；

?k－風(fēng)荷載標(biāo)準(zhǔn)值；

?Fn－結(jié)構(gòu)頂部附加水平地震作用標(biāo)準(zhǔn)值；

?u－樓層層間位移；

e－偏心距；

Asv－箍筋面積； B－結(jié)構(gòu)迎風(fēng)面寬度；

h0－截面有效高度；

IV

等效總重力荷載代

AS－受拉區(qū)、受壓區(qū)縱筋面積。

目 錄

前言 ··················································· 錯(cuò)誤！未定義書簽。第1章 工程概況 ································· 錯(cuò)誤！未定義書簽。第2章 結(jié)構(gòu)布置及計(jì)算簡(jiǎn)圖 ············· 錯(cuò)誤！未定義書簽。§2.1結(jié)構(gòu)布置及梁,柱截面尺寸的初選 錯(cuò)誤！未定義書簽。

§2.1.1梁柱截面尺寸初選 ··········· 錯(cuò)誤！未定義書簽。§2.1.2結(jié)構(gòu)布置 ··························· 錯(cuò)誤！未定義書簽。§2.2框架計(jì)算簡(jiǎn)圖及梁柱線剛度 ································· 6

§2.2.1確定框架計(jì)算簡(jiǎn)圖 ········································· 6 §2.2.2框架梁柱的線剛度計(jì)算 ································· 8

第3章 荷載計(jì)算 ······························································· 8 § 3.1荷載計(jì)算 ································································ 8

§3.1.1 屋面及樓面恒荷載計(jì)算 ····························· 9 §3.1.2 屋面及樓面活荷載計(jì)算 錯(cuò)誤！未定義書簽。§3.1.3 梁，柱，墻，門窗重力荷載的計(jì)算 ········· 9

第4章 框架梁柱的線剛度計(jì)算 ····································· 12 §4.1框架梁柱的線剛度計(jì)算 ········ 錯(cuò)誤！未定義書簽。

§4.1.1 框架梁柱的線剛度計(jì)算·························· 13 §4.1,2 梁柱的線平均剛度比 ······························ 13

第5章 橫向水平荷載作用下的框架內(nèi)力計(jì)算 錯(cuò)誤！未定義書簽。

§5.1重力荷載代表值計(jì)算 ··············· 錯(cuò)誤！未定義書簽。

§5.1.1墻自重 ··························································· 16 §5.1.2梁，柱，墻，板，門窗重力荷載標(biāo)準(zhǔn)值 ··· 19 §5.1.3集中與各樓層處的重力荷載代表值計(jì)算 ··· 21 §5.2水平地震作用下框架內(nèi)力合側(cè)移的計(jì)算 ··········· 23 §5.2.1橫向自振周期 ··············································· 23 §5.2.2水平地震作用 ··················· 錯(cuò)誤！未定義書簽。

V

§5.2.3水平地震作用下框架內(nèi)力計(jì)算錯(cuò)誤！未定義書簽。

§5.3橫向鳳荷載作用下框架結(jié)構(gòu)內(nèi)力和側(cè)移計(jì)算 ··· 錯(cuò)誤！未定義書簽。

§5.3.1鳳荷載標(biāo)準(zhǔn)值 ··················· 錯(cuò)誤！未定義書簽。

§5.3.2風(fēng)荷載作用下的水平位移驗(yàn)算 ··············· 35 §5.3.2鳳荷載作用下的框架結(jié)構(gòu)的內(nèi)力計(jì)算 ··· 35

第6章豎向荷載作用下內(nèi)力計(jì)算 ··································· 42

§6.1框架結(jié)構(gòu)的荷載計(jì)算 ······································· 42 §6.2.1板傳荷載計(jì)算 ··········································· 42 §6.2恒荷載作用下框架的內(nèi)力 ······························· 45

§6.2.1恒荷載作用下框架的彎矩計(jì)算 ··············· 49 §6.3活荷載作用下框架的內(nèi)力 ······························· 55

§6.3.1活載作用下的框架內(nèi)力 ··························· 55 §6.3.2活荷載作用下框架的內(nèi)力計(jì)算 ··············· 55 第7章 框架結(jié)構(gòu)的內(nèi)力組合 ········································· 64

§7.1框架結(jié)構(gòu)梁內(nèi)力組合 ··········· 錯(cuò)誤！未定義書簽。

§7.1.1框架結(jié)構(gòu)梁的內(nèi)力組合 錯(cuò)誤！未定義書簽。§7.1.2梁端彎矩控制值 ······································· 74 §7.1.3梁端截面組合的剪力設(shè)計(jì)值調(diào)整 ··········· 86 §7.2框架結(jié)構(gòu)柱的內(nèi)力組合 ··································· 86 §7.2.1框架結(jié)構(gòu)柱的內(nèi)力組合 ··························· 86 §7.2.2柱端彎矩設(shè)計(jì)值調(diào)整 ······························ 102 §7.2.3柱端截面組合的剪力設(shè)計(jì)值調(diào)整 ·········· 104 第8章 框架柱正、斜截面配筋計(jì)算 ···························· 105

§8.1框架柱的截面設(shè)計(jì) ·········································· 105

§8.1.1框架柱截面設(shè)計(jì) ······································ 105 §8.1.2柱斜截面受彎承載力計(jì)算 ······················ 119 §8.2框架梁的正，斜截面配筋計(jì)算 ······················ 119

§8.2.1正截面受彎承載力計(jì)算 ·························· 119 §8.2.2截面受彎承載力計(jì)算 ······························ 128

VI

第9章板配筋計(jì)算 ·························································· 130

§9.1板的配筋 ·························································· 130

§9.1.1設(shè)計(jì)資料 ·················································· 130 §9.1.2荷載計(jì)算 ·················································· 130 §9.1.3板的計(jì)算 ·················································· 130 第10章 樓梯計(jì)算 ·························································· 138

§10.1樓梯的設(shè)計(jì) ···················································· 138

§10.1.1樓梯設(shè)計(jì)資料 ········································ 138 §10.2踏步板（TB-1）計(jì)算 ···································· 138

§10.2.1荷載計(jì)算 ················································ 139 §10.2.2斜截面內(nèi)力計(jì)算 ···································· 140 §10.2.3截面承載力計(jì)算 ···································· 140 §10.3樓梯斜梁(TL-1)計(jì)算 ································ 140

§10.3.1荷載計(jì)算 ················································ 140 §10.3.2斜截面內(nèi)力計(jì)算 ···································· 141 §10.3.3截面承載力計(jì)算 ···································· 141 §10.4休息平臺(tái)（PB-2）計(jì)算 ································ 142

§10.4.1荷載計(jì)算 ················································ 142 §10.4.2平臺(tái)板彎矩計(jì)算 ···································· 142 §10.4.3平臺(tái)板配筋計(jì)算 ···································· 142 §10.5平臺(tái)梁計(jì)算 ···················································· 143

§10.5.1荷載計(jì)算 ················································ 143 §10.5.2內(nèi)力計(jì)算 ················································ 144 §10.5.3正截面承載力計(jì)算.······························ 146

第11章 基礎(chǔ)配筋計(jì)算 ·················································· 146

§11.1樁基礎(chǔ)的設(shè)計(jì)及驗(yàn)算 ···································· 147 §11.1.1樁設(shè)計(jì)資料 ············································ 147 §11.1.2確定樁的規(guī)格數(shù)量及初定承臺(tái)的尺寸 147 §11.1.3單樁豎向承載力特征值 ························ 147 §11.1.4確定樁的數(shù)量 ········································ 147 §11.1.5樁承臺(tái)的設(shè)計(jì) ········································ 147

VII

§11.1.6單樁承載力的驗(yàn)算 ································ 147 §11.1.7偏心荷載驗(yàn)算 ········································ 147 §11.1.8樓梯設(shè)計(jì)資料 ············· 錯(cuò)誤！未定義書簽。§11.2承臺(tái)的結(jié)構(gòu)計(jì)算 ············································ 149 §11.2.1承臺(tái)高度驗(yàn)算 ········································ 149 §11.2.2柱對(duì)承臺(tái)的沖切驗(yàn)算 ···························· 149 §11.2.3角柱對(duì)承臺(tái)的沖切驗(yàn)算 ························ 150 §11.2.4承臺(tái)抗剪承載力驗(yàn)算 ···························· 150 §11.3基礎(chǔ)配筋計(jì)算 ················································ 150 §11.3.1承臺(tái)配筋 ················································ 150 §11.3.2樁身配筋 ················································ 151 §11.4中樁基礎(chǔ)的設(shè)計(jì) ············································ 152 §11.4.1樁設(shè)計(jì)資料 ············································ 152 §11.4.2確定樁的規(guī)格數(shù)量及初定承臺(tái)的尺寸 152 §11.4.3單樁豎向承載力特征值 ························ 152 §11.4.4確定樁的數(shù)量 ········································ 154 §11.4.5樁承臺(tái)的設(shè)計(jì) ········································ 154 §11.4.6單樁承載力的驗(yàn)算 ································ 154 §11.4.7偏心荷載驗(yàn)算 ········································ 154 §11.5中樁承臺(tái)的結(jié)構(gòu)計(jì)算 ···································· 155 §11.5.1承臺(tái)高度驗(yàn)算 ········································ 155 §11.5.2柱對(duì)承臺(tái)的沖切驗(yàn)算 ···························· 155 §11.5.3角柱對(duì)承臺(tái)的沖切驗(yàn)算 ························ 155 §11.5.4承臺(tái)抗剪承載力驗(yàn)算 ···························· 155 §11.6基礎(chǔ)配筋計(jì)算 ················································ 156 §11.6.1承臺(tái)配筋 ················································ 156 §11.6.2樁身配筋 ················································ 157 第12章 結(jié)論 ·································································· 158 參考文獻(xiàn) ·········································································· 160 致 謝 ················································································ 161 外文資料譯文 ·································································· 162

VIII

IX

第四篇：土木工程專業(yè)畢業(yè)論文中英文摘要

XX大學(xué)畢業(yè)設(shè)計(jì)（論文）

摘要

本文主要針對(duì)新建鐵路精伊線莫仁至阿恰勒段的初步設(shè)計(jì)及相關(guān)程序設(shè)計(jì)。設(shè)計(jì)的具體內(nèi)容由以下幾個(gè)部分組成：結(jié)合地形、地質(zhì)條件，在帶狀等高線地形圖上，按初步設(shè)計(jì)的步驟，選定線路的基本走向，并進(jìn)行路基設(shè)計(jì)，包括線路的平面定線、平面設(shè)計(jì)、縱斷面設(shè)計(jì)、橫斷面設(shè)計(jì)、路基土石方計(jì)算程序設(shè)計(jì)、平面坐標(biāo)計(jì)算程序設(shè)計(jì)、及相關(guān)外文科技文獻(xiàn)翻譯一篇。

平面定線過程中，根據(jù)坡度的變化，注意緊坡地段和緩坡地段的定線要求及定線技巧，在設(shè)計(jì)過程中，由于兩站之間有較大的高程差，所以為了減少挖方量和爭(zhēng)取最大高程，線路采用較大的坡度上坡，并注意使直線與曲線相互協(xié)調(diào)，充分考慮夾直線和緩和曲線長(zhǎng)度的要求；縱斷面設(shè)計(jì)中，注意最大坡度、坡段長(zhǎng)度、坡段連接與坡度折減等問題，在變坡點(diǎn)處應(yīng)合理設(shè)置豎曲線 ；在平面坐標(biāo)計(jì)算程序設(shè)計(jì)中，對(duì)兩種方法進(jìn)行比較，采用Fortran語(yǔ)言編制計(jì)算程序；在橫斷面設(shè)計(jì)過程中，考慮曲線地段路基面加寬等問題。

整個(gè)設(shè)計(jì)分幾個(gè)階段進(jìn)行，每一階段的工作都需要綜合考慮、精心設(shè)計(jì)。設(shè)計(jì)的前后都要進(jìn)行必要的比較、檢算，符合標(biāo)準(zhǔn)以后，提交有關(guān)設(shè)計(jì)成果，完成設(shè)計(jì)。

關(guān)鍵詞：平面縱斷面豎曲線路基橫斷面

XX大學(xué)畢業(yè)設(shè)計(jì)（論文）

Abstract

The article aims in designing new-built railway preliminarily for JingYi line from Moren to Aqiale section and relevant programs.The concrete contents of the design are as follows : Following the procedures of preliminary design , combine the topography、geology condition , select the basic trend of the line on the topographic map of belt contour , and start the subgrade design，including level location、level section design、profile design、cross section design、subgrade cubic meter of earth and stone calculation program and design、level coordinate calculation program of line and design、translating a relevant foreign technological bibliography.During the course of level location, follow the gradient changes to locate the line;pays attention to the tight slope land sector and the gentle slope land sector decides the line request and decides the line skill, in design process between, because two stands has a bigger elevation difference, therefore in order to reduce the volume of excavation the quantity and strives for the maximum elevation, the line uses an greater slope uphill, and the attention causes the straight line and the curveinter coordination, the full consideration clamps the straight line to be gentle and the length of curve request;In profile design , we must pay attention to the maximum grade、the connection of grade section and compensation of gradient etc;On the grade change point, we should dispose the vertical curve reasonably.During the course of level coordinate calculation program and design, compare thee two methods and use the C Language to program;In the cross section design, consider the problems of broadening subgrade on curve section.The whole design is divided into several stages to conduct.Every stage requires integrated consideration and careful design.The essential comparison and checkout both are required to do before and after designing.When the design conforms to the standard, submit relevant achievements of design, and then finish the design

Key Words:Level section、Profile、Vertical curve、Subgrade、Cross Section-2-

第五篇：湖南大學(xué)建筑工程畢業(yè)設(shè)計(jì)-中英文摘要。。

General Design Specification

1.Survey of the buiding This building is an office building named Xing Cheng, which is to be located in the urban area in the city of Changsha.It is used for management, finance, general affairs and technical service.The building has ten stories and one story of basement.Designing company : Xing Cheng Architecture building design institute Constructiong company : Zhi Peng the corporation of the Art of Architecture Quality monitor : Jian Hua quality controlling company 2.Specification of Architectural Design The total area of this project is 6602.6m2.The building, with ten stories, the dimension of which is 40.4m × 14.5m , and its total height is 31.5m.Among these ten stories, the height of the sub-story and initial story is 4.2m while the height of the second to the tenth one is 3.0m.The first ground are used to go on finance, The rest are used to handle official and finance businesses.Construction Class : This construction belongs to the first class building.Earthquake-resistant intensity of the construction is 7 degree and

Fire-resistance rate of that is the second grade.Waterproof :

roof : the second grade Architectural Decoration : Considering the harmony between this office building and the other ones around, we adopt white ceramic tiles for thesurface of the exterior wall.The surface of the floor is made of Marble in in office room and conference room.The surface of the internal wall is brushed the latex.Waterproof-layer consists of APP modified bitumen membrane

3.Specification of Structural Design The foundation of the building uses independent footing.The difference between the interior level and exterior level is 0.3m.The structure system of this building is Reinforced concrete frame structure.According to 《Code for Seismic Design of Buildings》(GB50011-2001), the grade of the earthquake resistant for the frame structure is the second grade.Cross section size of the elements : column, 850mm×850mm、600mm×600mm;frame girder, 300mm×600mm.Disposal of junior beams which cross section size is 300mm×500mm follows vertical direction simply.The thicknesses of the roof slab is 120mm while the floor's is 100 mm too.The thickness of the shear wall around elevator shaft is 200mm.the walls are made of hollow concrete block.The main method of calculation: the Iteration is used to compute the interior force which under the vertical loads.The interior force which is made by the horizontal loads is calculated by D-value method.Critical materials :

1、Concrete: Foundation-bed

C10

Foundation, foundation beams, beams, boards and column

C30

2、Steel: Reinforcing steel bar is HRB335(fy =300N/mm2)

Stirrup is HPB235(fy =210N/mm2)

Reinforcement in girder and shear wall should overlap, which must meet the design requirements.Welding position and anchorage length must conform to what is prescribed in design plan.Reinforcement cover: Beam

35mm;

Column

40mm;

Board

20mm.Load: Basic wind pressure

0.35kN/m2;

Basic snow pressure

0.40kN/m2;

Live load of roof

2.0kN/m2;

Live load of floor and hallway

4.5kN/m2.4.Specification of construction organization Utilization of water and electricity at the construction site can be connected from circuit and water pipe net that have existing consummately nearby.Preparation of everything including material and the construction machineries at site should be responsed by construction company.Proper yard arrangement must be made for material.Details of the arrangement can be found in construction plan.This project is high-rise building.During the construction, all measures that make sure security and quality must be paid more attention to and carried out exactly.Construction methods in detail of every partial project can be found in construction design book.5.Main design norms Code for design of concrete structure(GB50010-2002)Load code for the design of building structure(GB50009-2001)Code for seismic design of buildings(GB50011-2001)Code for design of building foundation(GB50007-2002)Technical specification for concrete structures of tall buildings(JGJ3-2002)Code for acceptance of constructional quality of concrete structures(GB50204-2002)The code of construction project management by enterprises of construction industry

(GB50326-2001)Unifiled standard for constructional quality acceptance of building engineering

(GB50300-2001)

畢業(yè)設(shè)計(jì)摘要

1.項(xiàng)目概況

本工程名為星城商業(yè)辦公樓，工程選址位于長(zhǎng)沙市市區(qū)內(nèi)。本工程是一座集人員管理，金融商貿(mào)，事務(wù)所和技術(shù)服務(wù)等功能于一身的綜合性商業(yè)辦公樓，包括地上十層和一層地下室。

設(shè)計(jì)單位：長(zhǎng)沙市星城建筑設(shè)計(jì)有限公司；

施工單位：長(zhǎng)沙市志鵬建筑藝術(shù)發(fā)展公司；

監(jiān)理單位：長(zhǎng)沙市建華工程建設(shè)監(jiān)理公司。2.建筑設(shè)計(jì)部分

本工程總建筑面積6602.6m2，房屋長(zhǎng)40.4m，寬度為14.5m；房屋主體高度為31.5m。地下層和首層層高為4.2m，二至十層層高均為3.0m，一樓用于商業(yè)活動(dòng)，其他樓層用于日常辦公和商業(yè)事務(wù)。

本辦公樓屬于一類建筑，抗震設(shè)防烈度為7度，防火等級(jí)為二級(jí)，屋面防水采用二級(jí)防水。

建筑裝修：為保證與周圍建筑群的和諧一致，滿足城市統(tǒng)一規(guī)劃要求，本建筑外墻采用白色面磚裝飾；樓地面裝修：辦公室、會(huì)議室等采用大理石地面；內(nèi)墻面裝飾以粉刷乳膠漆為主；防水層采用APP改性瀝青防水卷材。3.結(jié)構(gòu)設(shè)計(jì)部分

本工程采用柱下獨(dú)立基礎(chǔ)，室內(nèi)外高差為0.3m。

本工程結(jié)構(gòu)形式選用鋼筋混凝土框架結(jié)構(gòu)，根據(jù)《建筑抗震設(shè)計(jì)規(guī)范》(GB50011-2001)可知，本結(jié)構(gòu)屬于二級(jí)抗震。

主要構(gòu)件截面尺寸：柱：850mm×850mm、600mm×600mm；框架梁：300mm×600mm；次梁： 300mm×500mm，僅沿縱向布置；屋面板和樓板的厚度分別為為120mm 及100mm。電梯井周圍剪力墻厚200mm，外墻采用陶粒混凝土空心砌塊砌筑。

主要計(jì)算方法：采用迭代法計(jì)算豎向荷載下的結(jié)構(gòu)內(nèi)力，采用D值法計(jì)算橫向荷載作用下的結(jié)構(gòu)內(nèi)力。

主要材料選用：

混凝土：基礎(chǔ)墊層采用C10混凝土，其它主要構(gòu)件均采用C30混凝土；

鋼筋：受力縱筋采用HRB335(fy =300N/mm2)，箍筋采用HPB235(fy =210N/mm2)。梁和剪力墻內(nèi)鋼筋的搭接必須滿足設(shè)計(jì)要求；鋼筋的焊接位置和錨固長(zhǎng)度必須跟設(shè)計(jì)中的吻合。主要構(gòu)件保護(hù)層厚度： 梁：35mm；柱：40mm；板：20mm。

設(shè)計(jì)荷載： 基本風(fēng)壓：0.35kN/m2； 基本雪壓：0.40kN/m2；屋面活載：2.0kN/m2；樓面活載：4.5kN/m2。4.施工組織設(shè)計(jì)部分

施工工地需要的臨時(shí)水電可以直接利用工地附近已有的電路和自來(lái)水網(wǎng)路。施工方應(yīng)負(fù)責(zé)對(duì)所有建筑材料及施工機(jī)械做好充分準(zhǔn)備，并修建合適的材料堆場(chǎng)，詳見施工平面布置圖。

本工程屬于高層建筑，因此在施工過程中，要嚴(yán)格保證工程安全和工程質(zhì)量，制定相關(guān)措施并嚴(yán)格執(zhí)行。

其他各部分詳細(xì)施工方案和要求見施工組織設(shè)計(jì)書。5.設(shè)計(jì)參考相關(guān)規(guī)范

《混凝土結(jié)構(gòu)設(shè)計(jì)規(guī)范》(GB50010-2002)《建筑結(jié)構(gòu)荷載規(guī)范》(GB50009-2001)《建筑抗震設(shè)計(jì)規(guī)范》(GB50011-2001)《建筑地基基礎(chǔ)設(shè)計(jì)規(guī)范》(GB50007-2002)《高層建筑混凝土結(jié)構(gòu)技術(shù)規(guī)程》(JGJ3-2002)《混凝土結(jié)構(gòu)工程施工質(zhì)量驗(yàn)收規(guī)范》(GB50204-2002)《建設(shè)工程施工項(xiàng)目管理規(guī)范》(GB50326-2001)《建筑工程施工質(zhì)量驗(yàn)收統(tǒng)一標(biāo)準(zhǔn)》(GB50300-2001)