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Coupling structure of cast-in-place reinforced concrete and steel elements, coupling methods of cast-in-place reinforced concrete and steel elements, and underground structure construction method

机译:现浇钢筋混凝土与钢构件的耦合结构,现浇钢筋混凝土与钢构件的耦合方法以及地下结构施工方法

摘要

PROBLEM TO BE SOLVED: To provide a structure which can connect a steel element to cast-in- place reinforced concrete with good workability and high construction accuracy, and to provide a method for connecting the same. SOLUTION: A connecting joint member 43 is constituted of a steel plate portion 43a having an I-shaped cross section and a connecting joint portion 43b having an almost C-shaped cross section, formed at one end of the plate portion 43a along an element axial direction. The connecting joint portion 43b of the connecting joint member 43 is fitted to an element joint 13 or the like of a steel element 30 or the like, and a grout material is injected into a fitting space to fix the same. Further, a plurality of connecting reinforcements 44 which are arranged on the side opposite to the one end, in the vicinity of the other end of the connecting joint member 43, in a manner extending in parallel with each other in a direction orthogonal to the axis of the element are superposed on reinforcements for cast-in-place reinforced concrete, followed by placing cast-in-place concrete 45 thereon. In this manner, the steel element is connected to the cast-in-place reinforced concrete.
机译:解决的问题:提供一种能够以良好的可加工性和高的施工精度将钢构件连接到现浇钢筋混凝土的结构,并提供一种连接该结构的方法。解决方案:连接接头构件43由横截面为I形的钢板部分43a和横截面几乎为C形的连接接头部分43b组成,该部分在板部分43a的一端沿轴向延伸。方向。连接接头构件43的连接接头部分43b装配到钢制元件30等的元件接头13等上,并且将灌浆材料注入到装配空间中以对其进行固定。另外,在连接接头部件43的另一端附近,在与该一端相反的一侧以在与轴线正交的方向上相互平行地延伸的方式配置有多个连接加强件44。该单元的一部分被叠置在用于现浇钢筋混凝土的增强物上,然后在其上放置现浇混凝土45。以此方式,将钢元件连接到现浇钢筋混凝土。

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