发明名称 Sleeve Device For Transferring Bending Moments
摘要 A sleeve device for transferring bending moments induced in a reinforced concrete slab includes a generally hollow member and tension rebars. The hollow member is positioned and fastened on a bottom formwork defining the reinforced concrete slab. The tension rebars are connected to opposing sides of an upper portion of the hollow member either directly or using rebar connectors. The hollow member creates a void in the reinforced concrete slab by pouring of concrete around an outer wall of the hollow member. The hollow member transfers compressive stresses across a bottom of the hollow member and tensile stresses through the tension rebars and the upper portion of the hollow member. The affixed tension rebars are spliced with regular reinforced concrete slab rebars to develop tensile stresses that are transferred through the relatively stiffer hollow member to retain a slab moment capacity.
申请公布号 US2015013263(A1) 申请公布日期 2015.01.15
申请号 US201414330015 申请日期 2014.07.14
申请人 Pimentel Benjamin Joseph 发明人 Pimentel Benjamin Joseph
分类号 E04C5/20 主分类号 E04C5/20
代理机构 代理人
主权项 1. A sleeve device for transferring bending moments induced in a reinforced concrete slab, said sleeve device comprising: a generally hollow member positioned on and fastened to a bottom formwork defining said reinforced concrete slab, said generally hollow member configured to create a void in said reinforced concrete slab by pouring of concrete around an outer wall of said generally hollow member, said generally hollow member further configured to transfer compressive stresses across a bottom of said generally hollow member and tensile stresses through tension rebars and an upper portion of said generally hollow member; and said tension rebars connected to opposing sides of said upper portion of said generally hollow member, said tension rebars are configured to be spliced with top rebars of said reinforced concrete slab in accordance with a rebar tension splice length for transferring said bending moments induced in said reinforced concrete slab, wherein said bending moments in said reinforced concrete slab are resisted by said tensile stresses in said tension rebars and said compressive stresses in said concrete, and wherein said tensile stresses in said tension rebars on said opposing sides of said generally hollow member are transferred into said generally hollow member, and said tensile stresses acting on said opposing sides of said generally hollow member are balanced out through said outer wall of said generally hollow member, thereby bridging said tensile stresses from said tension rebars.
地址 New York NY US