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1、摘 要剪力墙能同时承受竖向荷载和侧向力，有很强的抗震能力，在我国应用越来越广泛，框架-剪力墙结构集合了框架结构和剪力墙结构的优势，已经被越来越广泛的应用于包括大型商场、住宅、旅馆、办公楼等在内的高层建筑。但与剪力墙有关的相关计算比较复杂，计算量较大，所以在设计剪力墙结构或框架-剪力墙结构时，一般采用软件计算。根据设计任务书的要求进行了以框架-剪力墙为主体结构的锦园宾馆的建筑设计、结构设计。设计过程遵循先建筑后结构再基础的顺序进行。建筑设计，依据建筑总体规划要求、建筑用地条件和基地周边的环境特点，首先设计建筑平面， 其次进行立面造型、剖面设计。建筑设计应满足使用功能和造型艺术的要求，并适应未来发
2、展与灵活改造的需要。锦园宾馆主体结构框架-剪力墙结构体系，以现行的有关规范为依据，进行了剪力墙刚度计算，框架的剪切刚度计算，连梁的等效剪切刚度计算，主体结构特征值的计算，风荷载计算，水平地震荷载计算，竖向荷载计算，稳定和抗倾覆验算，内力组合，构件截面设计等。为了弄清剪力墙计算的相关步骤和原理，本结构主要采用手算的形式。最终完成构件截面设计。设计计算整个过程中综合考虑了技术经济指标和施工工业化的要求，本工程属于高层建筑，锦州地区位于7度抗震设防区，所以计算时考虑抗震要求。关键词：剪力墙；框架-剪力墙；结构设计；高层建筑AbstractShear wall can bear vertical lo
3、ad and lateral force and has strong seismic capacity; while frame-shear wall structure is the combination of frame structure and shear wall structure which possesses some great advantages, so it has been more widely applied in buildings in our country, especially in some shopping malls, domestic blo
4、ck, hotels, and office buildings and some other high-rise buildings. However, some calculations associated with shear wall is quite sophisticated and calculated quantity is very large, therefore, generally speaking, people use the software to calculate in the design of shear wall structure or frame-
5、shear wall structure.According to planning assignment, the author tries to use what he has learned to set about architectural design and structural design of Jinyuan Hotel with frame-shear wall structure as main structure in this paper. The design processes are following: Firstly, construction; seco
6、ndly, structure; thirdly, foundation. About architectural design, the author designs the building plane at first, then the elevation and section part on the basis of the overall planning, requirements, land use conditions and surroundings of base. The architectural design should have both functions
7、of use and plastic arts and meet the requirements of future development and flexible transformation. About frame-shear wall structure system of Jinyuan Hotel which is based on current relevant specification, the author makes some calculations, such as rigidity of shear wall, shearing rigidity of fra
8、me, equivalent shearing rigidity of coupling beam, eigenvalue of main structure, wind load, horizontal earthquake load, vertical load, stability and overturning resistance analysis, internal force combination and linkages section and so on. In order to figure out relevant steps and principles on cal
9、culations of shear wall, the author mainly uses hand computation in this part. During the whole design and calculation process, the author takes into consideration the technical and economical indexes and requirements of construction industrialization. This project belongs to high-rise building, and
10、 Jinzhou city is located in 7-degree seismic fortification zone, so the author also considers seismic requirement.Key words: Shear wall；Frame-shear wall；Structural design；High-rise buildings目 录摘 要IAbstractII第1章 平面布置及相关参数的计算11.1平面布置和材料运用11.1.1建筑材料11.1.2截面尺寸11.1.3剪力墙布置21.1.4框架-剪力墙计算简图31.2剪力墙、框架、及连续梁的刚
11、度计算31.2.1剪力墙类型判定31.2.2框架剪切刚度计算61.2.3壁式框架侧移刚度91.2.4连系梁的约束刚度141.2.5结构刚度特征值16第2章 荷载计算172.1竖向荷载计算172.1.1竖向恒载标准值计算172.1.2重力荷载代表值计算192.2水平风荷载222.3横向水平地震作用232.3.1结构基本振周期T232.3.2水平地震作用24第3章 水平荷载作用下框剪结构内力和位移计算273.1位移计算273.2总框架、总剪力墙和总连续梁内力计算293.2.1横向风荷载作用总内力计算293.2.2横向水平地震作用下总内力计算313.3水平荷载作用下构件内力计算353.3.1横向风荷
12、载作用下构件内力计算353.3.2横向水平地震作用下构件内力的计算40第4章 竖向荷载作用下框架-剪力墙结构内力计算454.1计算单元及计算简图454.2荷载计算464.3内力计算48第5章 作用效应组合525.1框架梁内力组合525.1.1框架梁支座边缘内力标准值525.1.2框架梁内力组合值535.2.框架柱内力组合615.2.1柱支座边缘截面内力标准值615.2.2柱内力组合值615.3剪力墙内力组合675.3.1剪力墙内力标准值675.3.2剪力墙内力设计值675.4连梁内力组合70第6章 构件载面设计716.1.剪力墙截面设计716.1.1剪力墙，剪跨比和轴压比计算716.1.2正载
13、面受压承载力计算716.1.3斜截面受剪承载力计算736.2.连系梁的截面设计736.2.1抗弯承载力验算746.2.2连续梁斜截面受剪承载力计算74第7章 结 论76参考文献77致 谢7883 第1章 平面布置及相关参数的计算1.1平面布置和材料运用锦园宾馆平面布置如图1-1所示，采用整体式钢筋混凝土结构单向肋梁楼盖图1-1锦园宾馆平面布置1.1.1建筑材料1-4层：采用C40混凝土（=19.1 Nmm2， ft=1.71 Nmm2 ）；5-13层：采用C35混凝土,（=16.7 Nmm2，ft =1.57 Nmm2）。梁中受力纵筋 采用HRB400级钢筋（fy=360Nmm2），其他钢筋均
14、采用HPB300钢筋。fy=300Nmm21.1.2截面尺寸按弹性设计时h200mm；取h=200mm。标准层：h160mm， h=165mm，取h=200mm。主梁：h=（ ）L=（ ）7500=937.5535.7 取h=650 mm， b=（）H=325216，取b=300mm次梁：h=（ ）L=（ ）5400=450300mm，取h=400mm，取b=200mm。连续梁截面尺寸取h=450mm，b=200mm。板：板跨度L为2500mm，故板厚hL35=71.4mm，考虑平面内部分板支撑不足，取h=120mm。框架柱：1-5层框架柱截面尺寸取600600；6-13层框架柱截面为5005
15、00。剪力墙：底层：h160mm；h=180mm；底部加强部位1.1.3剪力墙布置根据相关规定【1】带边框的。取墙板厚度h=200mm；布置剪力墙表1-1剪力墙最小厚度取值【2】抗震等级剪力墙部位最小厚度（取两者的较大值）有端柱或翼墙无端柱或翼墙一、二级底部加强部位H16200mmh16200mm其他部位H20160mmh16180mm三、四级底部加强部位H20160mmH20160mm其他部位H25160mmH25160mm非抗震设计所有部位H25160mmH25160mm注： H为层高或剪力墙的无支长度，h为层高；无支长度是指沿剪力墙长度方向没有平面外横向支撑墙的长度，当墙平面外有与其相交的剪力墙时，可视为剪力墙的支撑，有利于保证剪力墙出平面的刚度和稳定性能，因而可在层高及无支长度二者中取较小值计算剪力墙的最小厚度，而两端无翼墙和端柱的一字形剪力墙，只能按层高计算墙厚；剪力墙井筒中，
