建筑工程辦公樓畢業(yè)設(shè)計

1、 摘 要 本文畢業(yè)設(shè)計主要講述了山東科技大學(xué)辦公樓的設(shè)計。設(shè)計的內(nèi)容包括建筑設(shè)計、結(jié)構(gòu)設(shè)計、施工組織設(shè)計三部分。畢業(yè)設(shè)計是土木工程專業(yè)的必修課程，我的設(shè)計是山東科技大學(xué)辦公樓設(shè)計，設(shè)計采用鋼筋混凝土工程現(xiàn)澆框架結(jié)構(gòu)，建筑主體層數(shù)為四層，建筑總高度 13.65m，長方向的長度為 36m，短方向的長度為 18m，總建筑面積 2592m2，底層占地面積為 648 m2。根據(jù)設(shè)計要求，設(shè)防烈度為 6 度，四級抗震，地震分組為第三組，設(shè)計中要考

2、慮抗震設(shè)計。根據(jù)任務(wù)書定出各層平面圖及平面布置。本方案主體結(jié)構(gòu)為橫向承重框架。在進行荷載計算和構(gòu)件截面估算后，選取了一榀框架進行計算，計算內(nèi)容包括框架梁柱截面尺寸的選取及線剛度的計算；恒載、活載、地震作用、風(fēng)荷載作用下梁端、柱端彎矩、剪力軸力的計算；框架內(nèi)力組合；框架梁柱配筋計算?？蚣苁芰︿摻钪饕捎?HRB400 鋼筋，箍筋主要采用 HRB300 鋼筋，樓梯采用鋼筋混凝土梁式樓梯；由于柱網(wǎng)的限制，基礎(chǔ)采用鋼筋混凝土柱下獨立基礎(chǔ)。整個方

3、案設(shè)計基本符合設(shè)計和結(jié)構(gòu)要求，具有一定的合理性。通過對辦公樓樓層平面圖、剖面圖、構(gòu)造圖的繪制和結(jié)構(gòu)的設(shè)計，熟悉了設(shè)計的全過程，掌握了結(jié)構(gòu)設(shè)計計算的基本方法，創(chuàng)造性的完成了畢業(yè)設(shè)計任務(wù)。同時，對這些年所學(xué)的專業(yè)知識和基本概念有了更深的理解，從而提高了分析和解決實際問題的能力。關(guān)鍵詞：建筑設(shè)計，結(jié)構(gòu)設(shè)計，施工組織設(shè)計，荷載效應(yīng) 建筑設(shè)計，結(jié)構(gòu)設(shè)計，施工組織設(shè)計，荷載效應(yīng)ABSTRACTThe design project for gradu

4、ation mainly presents the design procedure of office ,including building design , struction design and construction design . Design project for graduation is special field of study required course of civil engineering .

5、 It is that the office designs to originally design. This scheme adopts the cast-in-place frame structure of armored concrete. Structure rand order is four layers. Structure total height is13.65-meter and surface area i

6、s 2592-suquare meter ,the floor space of group floor is 648-suquare meter.According to the designing requirement, the earthquake intensity is 6degrees to set up defences , the grade of antidetonation is four grade , and

7、the group of earthquake is three ,considering aseidmatic design . Design project includes structure part、constructure part and foundation , according to assignment book define every layer blueprline and plare arrang .The

8、 agent structure is a two-way bearing frame ,horizontal fram ,etc . According to the designing requirement, the biuueprints and the plan are stepped .The crosswise load-bearing scheme is chosen for the design .After calc

9、ulating and component section estimating ,choose one Pin frame calculate to load to go on ,consideration substarece include select frame column section measurement and thread rigidity ; calculate dead loads and live load

10、s and seismic action produce roof beam extremity and column extremity bending moment 、shear and axle power ; Frame interral force make up ; Mate steel ; Stairs mate steel and foundation mate steel calculate . This office

11、 building adoupt L model arragnge . Frame be subject to power steel adopt Ⅱ level and hoop steel adopt Ⅰlevel . The whole conceptual design accords with the design and structure demand basically , have certain creativity

12、 and rationality .Through the design of market floor construction , and drawing floor plan , constructed profile and constructional drawing , I am familiar with the principle design of construction , and controlled the b

13、asic methods of computation of the construction design , and my work is creative . At the same time , I have a deeper understanding of the first several years’profession learning and the foundation knowledge , as a resul