公开(公告)号：KR100829354B1

公开(公告)日：2008-05-22

申请号：KR1020070061514

申请日：2007-06-22

Applicant: 재단법인서울대학교산학협력재단

Inventor： 이철호 ,  송진규 ,  정광량 ,  김진원

IPC: E04B5/43 ,  E04C3/36

Abstract: A bar arrangement and anchorage structure of a concrete filled steel tube column and a reinforced concrete flat plate having a shear head is provided to arrange and anchor reinforcing bars of a reinforced concrete flat plate to a concrete filled steel tube column stably, and to shorten a period of construction and to increase the efficiency of a joint by reducing a field work. A bar arrangement and anchorage structure of a concrete filled steel column and a reinforced concrete flat plate having a shear head is used for anchoring reinforcing bars(22) of a reinforced concrete flat plate, to a concrete filled steel tube column(10) which is composed of a steel tube having a hollow and filled with concrete in the hollow, wherein a shear head(11) composed of a beam member to be buried under the reinforced concrete flat plate is integrated to the concrete filled steel tube column at the side of the concrete filled steel tube column, on a joint between the concrete filled steel tube column and the reinforced concrete flat plate, holes are formed to face each other on the outer circumferential surface of the concrete filled steel tube column to make the reinforcing bars of the reinforced concrete flat plate penetrate the concrete filled steel tube column, and the reinforcing bars of the reinforced concrete flat plate are inserted to the holes at the outside of the concrete filled steel tube column and arranged to pass through the facing holes via the inside of the concrete filled steel tube column to have shear resistance with the combination of the outer circumferential surface of the concrete filled steel tube column and the anchor end of the reinforcing bar, and shear resistance with interaction between the reinforcing bar and the concrete filled in the column, thereby to prevent the shear failure of the reinforced concrete flat plate structure.

Abstract translation: 提供混凝土填充钢管柱和具有剪切头的钢筋混凝土平板的杆布置和锚固结构，以将钢筋混凝土平板的钢筋稳定地固定在混凝土填充钢管柱上，并缩短 通过减少实地工作，提高合作效率。 混凝土填充钢柱的杆排布和锚固结构以及具有剪切头的钢筋混凝土平板用于将钢筋混凝土平板的钢筋（22）锚定到混凝土填充钢管柱（10） 由具有中空的钢管和在中空中填充混凝土的钢管组成，其中由埋在钢筋混凝土平板下方的梁构件组成的剪切头（11）被集成在混凝土填充钢管柱的侧面 混凝土填充钢管柱，在混凝土填充钢管柱和钢筋混凝土平板之间的接头上，在混凝土填充的钢管柱的外周面上形成有彼此面对的孔，以使钢筋 钢筋混凝土平板穿透混凝土填充钢管柱，钢筋混凝土平板钢筋插入公司外侧的孔中 混凝土填充钢管柱，并布置成经由混凝土填充钢管柱的内部通过面对孔，以使混凝土填充的钢管柱的外周表面与钢筋的锚固端的组合具有抗剪切性 ，以及钢筋与混凝土柱之间相互作用的剪切阻力，从而防止钢筋混凝土平板结构的剪切破坏。

公开(公告)号：KR100705560B1

公开(公告)日：2007-08-10

申请号：KR1020060046363

申请日：2006-05-24

Applicant: 재단법인서울대학교산학협력재단

Inventor： 이철호 ,  송진규 ,  정광량 ,  김진원

IPC: E04B5/43

Abstract: A joint structure between a CFT(concrete filled steel tube) column and a RC(reinforced concrete) flat plate with a compression zone reinforced by high-strength concrete is provided to transfer shear force by load added on a slab to a CFT column between a CFT column and a RC flat plate and to secure sufficient stability against punching shear. The invention relates to a joint structure between a CFT(concrete filled steel tube) column(10) composed of a steel pipe having a hollow and filled with concrete(1) in the hollow and a RC(reinforced concrete) flat plate(100) composed of a reinforced concrete slab, wherein a compression zone(200) on a joint between the CFT column and the RC flat plate is made of high strength concrete having the larger strength(42Mpa~80Mpa) than the strength of ordinary concrete on another zone of the RC flat plate to increase punching shear strength, deformation capacity and energy absorption capacity. In addition, a shear head(20) composed of a steel beam is installed on the side of the CFT column integrally to be buried under the RC flat plate on a joint between the CFT column and the RC flat plate to push out the dangerous cross section of punching shear, thereby to increase stability against the punching shear, and a horizontal support member(30) composed of a beam is connected between shear heads of the adjacent CFT columns to support each CFT column, thereby to secure stability of the CFT column while erecting a CFT column or performing successive construction and to function as a suspension member when punching shear failure occurs on the RC flat plate, thereby to prevent the chain breakdown of buildings.

Abstract translation: CFT（混凝土填充钢管）柱和RC（钢筋混凝土）平板之间的接缝结构提供了由高强度混凝土加固的压缩区，通过加载在板上的荷载将剪切力传递到CFT柱之间的CFT柱 CFT柱和RC平板，并确保足够的冲击剪切稳定性。 本发明涉及一种CFT（混凝土填充钢管）柱（10）与RC（钢筋混凝土）平板（100）之间的接头结构，所述CFT（混凝土填充钢管）柱由具有空腔的钢管构成并填充有空腔中的混凝土（1） 由钢筋混凝土板组成，其中CFT柱与RC平板之间接缝处的压缩区（200）由高强度混凝土制成，其强度（42Mpa〜80Mpa）高于另一区域普通混凝土的强度 的RC平板增加冲剪强度，变形能力和吸能能力。 另外，在CFT塔的侧面一体地安装由钢梁构成的剪切头（20），以便在CFT塔和RC平板之间的接缝处埋设在RC平板下方，以推出危险的十字 由此提高针对冲切力的稳定性，并且由梁构成的水平支承构件（30）连接在相邻CFT柱的剪力头之间以支承每个CFT柱，从而确保CFT柱的稳定性 同时架设CFT立柱或连续施工，在钢筋混凝土平板上发生剪切破坏时作为悬挂构件发挥作用，防止建筑物断链。

公开(公告)号：KR100770023B1

公开(公告)日：2007-10-25

申请号：KR1020060046364

申请日：2006-05-24

Applicant: 재단법인서울대학교산학협력재단

Inventor： 이철호 ,  송진규 ,  정광량 ,  김진원

IPC: E04B5/43

Abstract: A joint structure of a concrete filled steel tube column and a reinforced concrete flat slab using a shear head is provided to maximize merits of a CFT(concrete filled steel tube) column and merits of a joint structure of a RC(reinforced concrete) flat slab, to transfer shear force by load added on a slab between a CFT column and a floor slab and to secure sufficient safety against punching shear. A joint structure of a CFT(concrete filled steel tube) column and a RC(reinforced concrete) flat slab using a shear head is formed by installing a shear head(20) composed of a beam having the appointed length to be buried under a RC flat slab on a joint of a CFT column(10) composed of a steel tube having a hollow(12) filled with concrete(1) and a RC flat slab composed of reinforced concrete slab. The shear head is fixed to a joint(15) formed on the side of the CFT column integrally to be projected in the direction of the RC flat slab as much as the distance from the front of the CFT column to a critical section of punching shear calculated by a plan, so that the critical section of punching shear on the joint structure of the CFT column and the RC flat slab is located on the outside of an end of the shear head.

Abstract translation: 提供混凝土填充钢管柱和使用剪切头的钢筋混凝土平板的接头结构，以最大化CFT（混凝土填充钢管）柱的优点和RC（钢筋混凝土）平板的接头结构的优点 ，通过加载在CFT柱和地板之间的板坯上的载荷来传递剪切力，并确保足够的安全性抵抗冲剪。 使用剪切头将CFT（混凝土填充钢管）柱和RC（钢筋混凝土）平板坯的接头结构安装在由具有指定长度的梁构成的剪切头（20） 由具有填充有混凝土（1）的中空（12）的钢管和由钢筋混凝土板构成的RC平板组成的CFT柱（10）的接头上的平板坯。 剪切头固定到形成在CFT柱一侧的接头（15），整体地沿着RC平板的方向突出，距离CFT柱的前部至冲切剪切的临界部分的距离 通过计划计算，使得CFT柱和RC平板的接头结构上的冲剪剪切的临界部分位于剪切头端部的外侧。