The XY Residential Structure Optimization Of Construction Scheme

China’s "technical specification for concrete structures of tall building (JGJ3-2002),the provisions of article1.0.210layer and10layer above or building height more than27mtall building;" fire protection design of tall buildings (GB50045-95), the2001Version of theregulations of10layer and10layer above the residential building, building height over thepublic24m building high-rise buildings.High rise building is with the development of science and technology progress,economy and the emergence of modern society, is the inevitable result of industrialization,commercialization and the city of. The continuous development of society and the needs ofpeople’s daily life is the original power of high-rise buildings increased.This paper is basedon structural optimization of high-rise residence as the research object, on the same projectput forward different structure designs in the scheme design stage, and through theestablishment of evaluation Index system, comparative analysis finally draws theoptimization scheme of the two kinds of schemes.The specific projects from the earthquake, the lateral capacity, stiffness control,economic and other design principles, through various national standard requirements, fuzzycomprehensive assessment, vector calculation method for scheme primaries, resulting in thehigh-rise residential building project, there are two kinds of design meet the aboverequirements, apply to a specific scheme, namely: shear wall structure and frame-shear wallstructure.After the primaries, we adopt the structure design software PKPM (version2005)SATWE of the two schemes are the modeling calculation, calculation of two kinds ofstructure seismic performance, wind load, the lateral displacement results are compared andanalyzed, and according to whether the indicators of high-rise buildings can meet therequirements of the specification. Based on the requirements to meet the specification, thetwo structure schemes results and technical and economic indexes were compared andanalyzed and then the optimum scheme.Structure design of good construction needs good measures to implement, so we canreally realize its value. You need good construction units, supervision units to oversee theconstruction process, the national government agencies shall be fully responsible for qualitycontrol. Structure design personnel should be in the project actively cooperate with the on-site construction technician to solve difficult problems of drawings, construction, ensurethe construction progress smoothly. In the whole process from design to construction, PartyA is a very important role, Party A shall be responsible, a details can not be ignored inengineering progress. Be strict in one’s demands to ensure that the construction process,refine on. Never cut corners, careless careless.Through participation in the project practice, not only to my own professional learninghas been very good promotion, but also increase the experience in the field of constructionand so on, lay a good foundation for the future project design and the daily learning. See avery important coordination structure design and construction unit is required in structuralengineering.Continue to structure design of hard work in the future will, structure design schemecan not only improve the performance of good structure, increasing the use of space, reducethe cost of. The ultimate goal is the pursuit of the structure design personnel.