THE ASEISMATIC REINFORCING DESIGN OF A VOCATIONAL SCHOOL’S MASONRY DORMITORY
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摘要: 某职业学校6层砖混宿舍楼,原设计抗震设防烈度6度,设防类别丙类,2008年5.12地震后,德阳设防烈度提高为7度,中学类建筑设防类别为重点设防类(乙类)。该工程结合抗震鉴定报告结论,抗震加固验算结果及8度抗震构造措施要求,采用了内外墙交接处新增扶壁构造柱、钢筋网水泥砂浆面层加固墙体、预制板面增加细石混凝土迭合层等加固方案。加固后,可有效加强房屋的整体性,增强墙体的延性,提高房屋的抗震性能。Abstract: This paper introduces a six-story brick students dormitory of a vocational school,the original earthquake fortification intensity was 6 degrees,fortification category was C-class.After the Wenchuan earthquake,the fortification intensity of Deyang was raised to 7 degrees,the classfication for earthquake-resistance of middleschool buildings became B-class.The project concluded with seismic inspection report,the seismic calculation results and the requests of the measures for 8-degree earthquake-resistant construction,which used these reinforcements:adding tie columns at the junction of interior and exterior wall,steel grid mortar surface to reinforce the wall,adding fine aggregate concrete lamination layer on the precast slabs.These reinforcement programs can strengthen the integrity of the structure,enhance the ductility of the wall,and improve the aseismatic performance of the building.
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GB502232008建筑工程抗震设防分类标准[S]; [2] GB500112001建筑抗震设计规范[S]; [3] GB500232009建筑抗震鉴定标准[S]; [4] JGJ1162009建筑抗震加固技术规程[S]; [5] 03SG611砖混结构加固与修复[S]; [6] 王军强.四川江油震后多层砖房的破坏和安全鉴定[J].工业建筑, 2009, 39(1):47-49.
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