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JOINING STRUCTURE BETWEEN SHEAR WALL OF RC STRUCTURE AND SLAB

机译:钢筋混凝土剪力墙与平板的剪力墙连接结构

摘要

PROBLEM TO BE SOLVED: To provide a joining structure between a shear wall of RC structure and a slab in which an arrangement of a concrete stopper is unnecessary, and the slab can be constructed by low strength concrete while suppressing increase of cost.;SOLUTION: A joining structure between a shear wall of RC structure and a slab is configured by comprising: a floor slab 4B constructed by first concrete having comparatively low strength; the shear wall 3 where a wall lower end 3a with the floor slab 4B joined thereto is constructed by a first concrete, and a wall body 3b other than the wall lower end 3a is constructed by second concrete having comparatively high strength; and multiple bearing pressure reinforcing bars (11) arranged along a wall extending direction in the wall lower end 3a, and disposed so as to surround the first concrete of the wall lower end 3a from at least 3-sides containing 2-sides in the wall extending direction over at least a portion in the wall thickness direction in a plan view.;SELECTED DRAWING: Figure 3;COPYRIGHT: (C)2017,JPO&INPIT
机译:解决的问题:在RC结构的剪力墙和板之间提供一种不需要使用混凝土塞子的连接结构,并且该板可以用低强度混凝土建造,同时抑制了成本的增加。 RC结构的剪力墙与板之间的接合结构由以下构成:由由强度较低的第一混凝土构成的楼板4B;和由混凝土制成的楼板4B。剪力墙3,其上连接有地板4B的壁下端3a由第一混凝土构成,除壁下端3a以外的壁体3b由强度较高的第二混凝土构成。多个轴承压力加强杆(11)沿着壁延伸方向布置在壁下端3a中,并且布置成从壁中至少包含2个侧面的3个侧面围绕壁下端3a的第一混凝土。平面图上至少在壁厚方向的一部分上延伸的方向;选定的图纸:图3;版权:(C)2017,JPO&INPIT

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