JPS58168601U

JPS58168601U - Beam connection structure

Info

Publication number: JPS58168601U
Application number: JP6524682U
Authority: JP
Inventors: 常松　豪; 義己森; 西　孝明
Original assignee: 株式会社長谷川工務店
Priority date: 1982-05-04
Filing date: 1982-05-04
Publication date: 1983-11-10
Also published as: JPS6321601Y2

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

[Brief explanation of the drawing]

図面は本考案の実施例を示し、第１図は粱連結構造の縦
断側面図、第２図は横断平面図、第３図は第１図の■−
■線断面図である。第４図は第１別実施構造の縦断側面
図であり、第５図はその横断平面図である。第６図は第
２別実施構造の縦断側面図であり、第７図はその横断平
面図である。１・・・ｐｃ製耐震壁、４・・・上部大梁、８・・・小
梁、１０・・・下端主筋、１７．１９・・・ガセットプ
レート、１８・・・当板、２８・・・連結鉄筋、３０．
　３１．　３４゜３５・・・水平面材、３６・・・中間
面材。The drawings show an embodiment of the present invention, in which Fig. 1 is a longitudinal cross-sectional side view of the cylindrical connection structure, Fig. 2 is a cross-sectional plan view, and Fig. 3 is a cross-section of Fig. 1.
■It is a line sectional view. FIG. 4 is a longitudinal sectional side view of the first alternative structure, and FIG. 5 is a lateral plan view thereof. FIG. 6 is a longitudinal cross-sectional side view of the second alternative implementation structure, and FIG. 7 is a cross-sectional plan view thereof. 1... PC shear wall, 4... Upper beam, 8... Small beam, 10... Bottom main reinforcement, 17.19... Gusset plate, 18... Backing plate, 28... Connecting reinforcement, 30.
31. 34゜35...Horizontal surface material, 36...Intermediate surface material.

Claims

[Scope of Claim for Utility Model Registration] ■ A connecting structure in which the upper beam of a PC earthquake-resistant wall and a small beam for supporting a floor slab are connected via a contact plate extending over a gusset plate provided thereon, which Prior to pouring concrete° between the wall and the beam,
1. A girder connection structure, characterized in that the upper main beam and the small beam are rigidly connected at or near the extension axis of the lower end main reinforcement of the small beam. ■ To rigidly connect the large beam and the small beam, the main reinforcement at the lower end of the small beam is made to protrude beyond the end face of the small beam, and a connecting reinforcing bar is provided at a location corresponding to the extension axis of the main reinforcing at the bottom of the main beam, and the connecting reinforcing bar is The connecting structure for rice cakes according to claim 0 of the utility model registration, characterized in that the protruding ends of the main reinforcing bars and the lower end main reinforcements are rigidly connected to each other. (2) To rigidly connect the large beam and the small beam, the main reinforcement at the lower end of the small beam is made to protrude beyond the end face of the small beam, and a horizontal surface member is provided at the projecting end, while the Claim 0 of the utility model registration claim is characterized in that a horizontal surface member is provided in series at a location corresponding to the extension axis of the main reinforcement at the lower end, and the horizontal material and the horizontal material continuous to the main reinforcement at the lower end are connected by bolts. The connecting groove of the beam as described is ``'' structure. ■ To rigidly connect the above-mentioned large beam and small beam, the extension axis corresponds to the extension axis of the lower end main reinforcement with respect to the lower end of each gusset plate of the above-mentioned main beam and small beam. The beam connection structure according to claim 0 of the utility model registration claim, characterized in that horizontal plane members are provided in series at certain points, and the horizontal plane members are connected with bolts via intermediate plane members.