摘 要
本工程為xx市xx區(qū)行政中心辦公樓，建筑面積12388m2，占地面積15053m2，十層，總高45.0m，采用框架-剪力墻結(jié)構(gòu)，板式筏板基礎(chǔ)，設(shè)計(jì)基準(zhǔn)期50年，結(jié)構(gòu)安全等級(jí)為二級(jí)，抗震設(shè)防烈度為7度。建筑設(shè)計(jì)本著“功能適用，經(jīng)濟(jì)合理，造型美觀，環(huán)境相宜”的原則，以國家相應(yīng)規(guī)范、標(biāo)準(zhǔn)為依據(jù)，完成了設(shè)計(jì)任務(wù)書所要求的建筑平面設(shè)計(jì)，并在此基礎(chǔ)上進(jìn)行了立面、剖面、建筑詳圖設(shè)計(jì)。結(jié)構(gòu)設(shè)計(jì)本著“安全，適用，耐久”的原則，進(jìn)行了框架和剪力墻的剛度計(jì)算，豎向荷載及水平風(fēng)荷載和地震荷載匯集，框架-剪力墻協(xié)調(diào)工作計(jì)算，內(nèi)力計(jì)算，內(nèi)力組合，結(jié)構(gòu)抗震驗(yàn)算以及梁、柱、樓梯、板、基礎(chǔ)等結(jié)構(gòu)構(gòu)件的設(shè)計(jì)。在計(jì)算過程中，假定平面內(nèi)板的剛度很大不發(fā)生彎曲變形，并將單元內(nèi)同方向的所有框架合并為總框架，所有剪力墻合并為總剪力墻，水平荷載由總框架和總剪力墻共同承擔(dān)。設(shè)計(jì)成果的主要表現(xiàn)形式為建筑施工圖和結(jié)構(gòu)施工圖。本設(shè)計(jì)主要進(jìn)行了④軸線上的橫向框架以及⑦軸線剪力墻的結(jié)構(gòu)設(shè)計(jì)。在確定了框架布局之后，進(jìn)行了各種荷載、作用的計(jì)算，分析了結(jié)構(gòu)的內(nèi)力，找出了最不利的內(nèi)力組，進(jìn)行了配筋計(jì)算。所采用的計(jì)算方法主要有連續(xù)連桿法、D值法及底部剪力法等。設(shè)計(jì)后達(dá)到了強(qiáng)度、剛度和穩(wěn)定性方面的要求。

關(guān)鍵詞： 高層辦公樓 框架-剪力墻結(jié)構(gòu) 協(xié)調(diào)工作計(jì)算 抗震設(shè)計(jì)

Abstract
The engineering is the Dalian Ganjingzi district of official building, the building area is 12388 m2, and the gross area is 15053m2. It has 10 floors and the gross height is 45.0 m. The building adopts frame-wall structure and ms Raft foundation plate board, the base year of the design is 50 years, the safe grade of the structure is 2, and the earthquake intensity is 7. The architectural design is on the principle of function applicable, economy feasible, model fair and environment harmonious. Besides, the design is on the base of the building regulation and building standard of our country. I have finished architectural plan design that the design prospectus requires. And on the base of it, I have finished the design of elevation drawings, plane sections and architectural detail drawings. The constructional design is on the principle of safe, apply and endure. And on the base of it, I have done some vertical load collecting, the stiffness of shear wall, the vertical and horizontal wind loads and seismic loads together, frame - shear wall calculation of co-ordination horizontal load collecting, stress calculating, stresscombination, constructional earthquake-resistant design. Besides, I have designed floor slabs, beams, columns, stairs, canopies and foundations and so on. In the calculation of the process, it is assumed that the stiffness of the plane of a large plate bending deformation does not occur, and units within the framework of the same direction all combined into the general framework, all merged into the total shear wall, the level of load by the general framework and the total shared wall. The outcome of the design for the main forms of construction plans and structural construction plans. The design was mainly on the horizontal axis ⑧ framework and ⑦ wall of the structural design. In determining the framework for the layout, for a variety of loads, the role of the calculation, analysis of the structure of the internal forces, to identify the most disadvantaged groups of internal forces, a reinforcement calculation. The calculation method used by the main D values,the co-colum and the moment at the bottom of the second shear law. After the design to the strength, stiffness and stability requirements.

Keywords:renhe-rise office; frame-wall structure ; earthquake-design; Calculation of co-ordination