首页> 外文会议>Concrete Under Severe Conditions: Environment and Loading >STRENGTHENING AND TESTING OF EXISTING REINFORCED CONCRETE STRUCTURAL ELEMENTS FROM A MULTI-STOREY CAR PARK IN SINGAPORE USING ADVANCED COMPOSITE MATERIALS
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STRENGTHENING AND TESTING OF EXISTING REINFORCED CONCRETE STRUCTURAL ELEMENTS FROM A MULTI-STOREY CAR PARK IN SINGAPORE USING ADVANCED COMPOSITE MATERIALS

机译:先进复合材料对新加坡多层停车场现有钢筋混凝土结构元件的加固和测试

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An upgrading exercise at a public housing estate initiated by the Housing and Development Board (HDB) of Singapore required that a three level car park structure be strengthened due to the conversion of the roof deck into a multi-purpose recreational area. The resulting increase of dead and live loads on the roof deck precipitated the need for strengthening the reinforced concrete beams, slabs and columns of the twenty year-old structure. A design proposal was put forward to the HDB for structural strengthening using advanced composite materials (ACMs). Prior to the acceptance of the proposal and the application phase of the project, the following study required by HDB to investigate the effects of strengthening existing reinforced concrete elements with ACMs was initiated in collaboration with the Centre for Construction Materials and Technology at the National University of Singapore. Beam, slab and column elements from the existing car park were extracted from portions of the structure and wrapped with the composite under various configurations. The strengthened and control specimens were then tested to failure and comparisons of predicted failure loads to actual failure loads were made. The test results on the extracted specimens showed substantial load carrying enhancements for the beam, slab and column elements strengthened with the ACMs.
机译:由新加坡住房与发展委员会(HDB)发起的公共住房升级工作要求,由于将屋顶甲板转换为多功能休闲区,因此必须加强三层停车场的结构。结果导致屋顶甲板上的静载和活载增加,因此需要加强具有二十年历史的结构的钢筋混凝土梁,楼板和圆柱。向建屋局提出了使用高级复合材料(ACM)进行结构加固的设计建议。在提案被接受和项目的应用阶段之前,建屋局要求与国立大学建筑材料与技术中心合作开展以下研究,以研究用ACM增强现有钢筋混凝土构件的效果。新加坡。从现有停车场提取梁,楼板和柱单元,并以各种配置包裹复合材料。然后,对加强和控制的试样进行破坏测试,并对预测破坏载荷与实际破坏载荷进行比较。在提取的样品上的测试结果表明,使用ACM加固后的梁,平板和柱单元的承载能力有了显着提高。

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