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REINFORCING MATERIAL FOR PREVENTING PUNCHING SHEAR, AND CONSTRUCTION METHOD USING SAME FOR AREAS WHERE PILLARS JOIN WITH SLABS AND SPREAD FOUNDATIONS
REINFORCING MATERIAL FOR PREVENTING PUNCHING SHEAR, AND CONSTRUCTION METHOD USING SAME FOR AREAS WHERE PILLARS JOIN WITH SLABS AND SPREAD FOUNDATIONS
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机译:平板桩连接地基的防冲剪加固材料及其使用方法
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摘要
The present invention provides: a reinforcing material for preventing punching shear, whereby punching shear is prevented by constituting a conical or semi-spherical reinforcing material, of which the cross-sectional size gradually increases downwards, such that the range of resistance to shearing forces is spread widely; and a construction method using same for areas where slabs join with pillars and where pillars join with spread foundations. The reinforcing material for preventing punching shear of the present invention comprises: an upper disk having a predetermined thickness; a skirt section which extends from the circumference of the upper disk, and widens from the top to the bottom as the cross sectional area gradually spreads in a zone of a fixed height; and a concrete charging chamber which opens towards the bottom such that the inside of the skirt section can be filled with concrete.
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