CN210032116U - Assembled superposed beam and shear force wall connected node structure - Google Patents
Assembled superposed beam and shear force wall connected node structure Download PDFInfo
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- CN210032116U CN210032116U CN201822242653.7U CN201822242653U CN210032116U CN 210032116 U CN210032116 U CN 210032116U CN 201822242653 U CN201822242653 U CN 201822242653U CN 210032116 U CN210032116 U CN 210032116U
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- connected node
- shear force
- node structure
- force wall
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Abstract
The utility model discloses an assembled superposed beam and shear force wall connected node structure, at roof beam and shear force wall connected node department, the both sides at roof beam both ends are equipped with the tongue-and-groove respectively, and the tongue-and-groove size is that the roof beam strides direction 30-70 millimeters long, and the unilateral 4-10 millimeters of roof beam both sides width direction is dark. During installation, the beam does not need to extend into the shear wall by 10mm, the end part of the beam is in surface contact with the shear wall, and the beam is conveniently hoisted in place.
Description
Technical Field
The utility model relates to an assembly type structure field specifically is an assembly type composite beam and shear force wall connected node structure.
Background
When the assembled superposed beam is connected with the shear wall, the beam at the beam column node extends into the shear wall by 10mm according to the design requirements of a process diagram, but the beam is difficult to hoist in place after the aluminum alloy template of the shear wall is installed in the field hoisting process.
Disclosure of Invention
In order to solve the problem, the utility model provides a make things convenient for assembled superposed beams and shear force wall connected node structure that hoist and mount roof beam takes one's place.
The utility model adopts the technical proposal that: a fabricated composite beam and shear wall connection node structure is characterized in that at a beam and shear wall connection node, two sides of two ends of a beam are respectively provided with a rabbet, the size of the rabbet is 30-70 mm long in the beam span direction, a single side of the two sides of the beam in the width direction is 4-10 mm deep, and one end of an aluminum alloy template of a shear wall extends into the rabbet during installation.
One technical scheme is that the rabbet is 50 mm long in the beam span direction and 5 mm deep at one side in the width direction of two sides of the beam.
The utility model has the advantages that: during installation, the beam does not need to extend into the shear wall by 10mm, the end part of the beam is in surface contact with the shear wall, and the beam is conveniently hoisted in place.
Drawings
FIG. 1 is a schematic cross-sectional view of a beam and shear wall lap joint.
Fig. 2 is a schematic top view of the beam.
Fig. 3 is a schematic side view of the beam.
Fig. 4 is a schematic view of a front elevation structure.
Detailed Description
As shown in fig. 1-4, the utility model relates to an assembled composite beam and shear force wall connected node structure, at roof beam 1 and shear force wall 2 connected node, the both sides at roof beam 1 both ends are equipped with tongue-and-groove 3 respectively, and the tongue-and-groove 3 size is that the roof beam strides direction 50 millimeters long, and the unilateral 5 millimeters in roof beam 1 both sides width direction is dark, and during the installation, the one end tip of the aluminum alloy template 4 of shear force wall 2 stretches into tongue-and-groove 3 position.
According to specific design, the size of the rabbet 3 is 30-70 mm long in the beam span direction, and the single side of the beam 1 in the width direction of two sides is 4-10 mm deep.
The above embodiments are only for describing the preferred embodiments of the present invention, and are not intended to limit the scope of the present invention, and various modifications and improvements made by the technical solution of the present invention by those skilled in the art are all within the scope of the present invention as defined by the claims.
Claims (2)
1. The utility model provides an assembled superposed beam and shear force wall connected node structure which characterized in that: at the joint of the beam (1) and the shear wall (2), two sides of two ends of the beam (1) are respectively provided with a rabbet (3), the size of the rabbet (3) is 30-70 mm long in the beam span direction, a single side of the beam (1) in the width direction is 4-10 mm deep, and when the shear wall is installed, one end part of an aluminum alloy template (4) of the shear wall (2) extends into the rabbet (3).
2. The fabricated composite beam and shear wall connection node structure of claim 1, wherein: the size of the rabbet (3) is 50 mm long in the beam span direction, and the single side of the beam (1) in the width direction is 5 mm deep.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822242653.7U CN210032116U (en) | 2018-12-29 | 2018-12-29 | Assembled superposed beam and shear force wall connected node structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822242653.7U CN210032116U (en) | 2018-12-29 | 2018-12-29 | Assembled superposed beam and shear force wall connected node structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210032116U true CN210032116U (en) | 2020-02-07 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201822242653.7U Active CN210032116U (en) | 2018-12-29 | 2018-12-29 | Assembled superposed beam and shear force wall connected node structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN210032116U (en) |
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2018
- 2018-12-29 CN CN201822242653.7U patent/CN210032116U/en active Active
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