首页> 外文会议>The 3rd International Conference on The Concrete Future(第三届混凝土未来国际会议) >THE DISCUSSING OF FASTENING METHODS ABOUT OUTSIDE CONCRETE CORRIDOR IN A BUILDING
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THE DISCUSSING OF FASTENING METHODS ABOUT OUTSIDE CONCRETE CORRIDOR IN A BUILDING

机译:建筑物外部混凝土廊道扣压方法的探讨

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摘要

In a building, outside concrete corridor is a very important member that is possibly disabled for all kinds of such reasons as resistance of structure design and disadvantage change of using load and durability, and so it will be satisfied with ultimate limit states and service limit states. Presently, there are many fastening methods like sticking armor plate method in exterior and carbon fiber method and increasing section method and bundling steel method in exterior and increasing fulcrum method and so on. In this paper, through some found problems in outside concrete corridor in a war industry building which is built in 1960s and not stopped producing, the reason of crack and possible destroyed reason is analyzed and fastened in outside concrete corridor, and outside concrete corridor is continuously used, and the construction measures and technology measures are put forward. Engineering practice has proved that the adoptive methods in this paper are simple and efficient and safe and credible, and so the methods adopted are provided with guidance significance to the engineering fastening of overhanging structure like outside concrete corridor and concrete plate balcony and so on.
机译:在建筑物中,外部混凝土走廊是非常重要的构件,可能由于各种原因(例如,结构设计的阻力以及使用载荷和耐用性的不利变化)而被禁用,因此它将满足最终极限状态和使用极限状态。目前,有许多紧固方法,如外部的粘甲板方法和碳纤维方法,外部的增加截面方法和捆绑的钢方法以及增加的支点方法等。本文通过对1960年代建成并没有停产的军工建筑物外部混凝土走廊的一些发现问题进行分析和固定,在外部混凝土走廊中对裂缝的原因和可能的破坏原因进行了固定,并持续对外部混凝土走廊进行加固。提出了施工措施和技术措施。工程实践证明,本文所采用的方法简便,高效,安全,可靠,因此对混凝土外走廊,混凝土板阳台等悬挑结构的工程紧固具有指导意义。

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