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The invention relates to a connecting structure of a steel beam and a steel bar truss floor support plate. The connecting structure comprises the steel beam and the steel bar truss floor support plate supported on the steel beam. The steel bar truss floor support plate comprises a low-position floor slab and a high-position floor slab connected with the low-position floor slab. Wherein the low-position floor is located on one side of the steel beam, and the bottom of the low-position floor is as high as the steel beam surface; the bottom of the high-position floor slab is higher than the elevation of the surface of the steel beam; a steel base plate or a T-shaped plate is arranged in the length direction of the steel beam. A high-position floor slab of the steel bar truss floor support plate is placed on the steel base plate or the T-shaped plate and extends into the middle of the steel beam. The structure construction method can solve the problem of connection construction of the floor support plate and the steel beam when the bottom of the steel bar truss floor support plate is higher than the elevation of the beam surface of the steel beam, and has the advantages of clear force transmission, controllable performance, simplicity and convenience in construction and the like.
本发明涉及一种钢梁与钢筋桁架楼承板连接构造,包括钢梁和支承于钢梁上的钢筋桁架楼承板;钢筋桁架楼承板包括低位楼板和与低位楼板连接的高位楼板;其中,低位楼板位于钢梁一侧且低位楼板板底同钢梁面标高;高位楼板位于钢梁另一侧且高位楼板的板底高于钢梁面标高;沿钢梁长度方向设置有钢垫板或T型板;所述的钢筋桁架楼承板的高位楼板放置于钢垫板或T型板上,并伸入钢梁中部。本发明提供一种结构做法,可以解决当钢筋桁架楼承板板底高于钢梁梁面标高时,楼承板与钢梁的连接构造问题,本构造做法具有传力明确、性能可控及施工简便等优点。
The invention relates to a connecting structure of a steel beam and a steel bar truss floor support plate. The connecting structure comprises the steel beam and the steel bar truss floor support plate supported on the steel beam. The steel bar truss floor support plate comprises a low-position floor slab and a high-position floor slab connected with the low-position floor slab. Wherein the low-position floor is located on one side of the steel beam, and the bottom of the low-position floor is as high as the steel beam surface; the bottom of the high-position floor slab is higher than the elevation of the surface of the steel beam; a steel base plate or a T-shaped plate is arranged in the length direction of the steel beam. A high-position floor slab of the steel bar truss floor support plate is placed on the steel base plate or the T-shaped plate and extends into the middle of the steel beam. The structure construction method can solve the problem of connection construction of the floor support plate and the steel beam when the bottom of the steel bar truss floor support plate is higher than the elevation of the beam surface of the steel beam, and has the advantages of clear force transmission, controllable performance, simplicity and convenience in construction and the like.
本发明涉及一种钢梁与钢筋桁架楼承板连接构造,包括钢梁和支承于钢梁上的钢筋桁架楼承板;钢筋桁架楼承板包括低位楼板和与低位楼板连接的高位楼板;其中,低位楼板位于钢梁一侧且低位楼板板底同钢梁面标高;高位楼板位于钢梁另一侧且高位楼板的板底高于钢梁面标高;沿钢梁长度方向设置有钢垫板或T型板;所述的钢筋桁架楼承板的高位楼板放置于钢垫板或T型板上,并伸入钢梁中部。本发明提供一种结构做法,可以解决当钢筋桁架楼承板板底高于钢梁梁面标高时,楼承板与钢梁的连接构造问题,本构造做法具有传力明确、性能可控及施工简便等优点。
Connecting structure of steel beam and steel bar truss floor support plate
一种钢梁与钢筋桁架楼承板连接构造
15.09.2023
Patent
Elektronische Ressource
Chinesisch
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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