CN211172409U - Steel construction bracket - Google Patents
Steel construction bracket Download PDFInfo
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- CN211172409U CN211172409U CN201921315025.5U CN201921315025U CN211172409U CN 211172409 U CN211172409 U CN 211172409U CN 201921315025 U CN201921315025 U CN 201921315025U CN 211172409 U CN211172409 U CN 211172409U
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- vertical plate
- diaphragm wall
- vertical
- plate
- main reinforcement
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Abstract
The utility model discloses a steel structure bracket, which is arranged on a ground connecting wall and comprises a plurality of vertical plates and transverse plates; the main reinforcement of the underground diaphragm wall on the underground diaphragm wall is stripped, a vertical plate is welded on each main reinforcement of the underground diaphragm wall, the upper part of each vertical plate is of a rectangular structure, the lower part of each vertical plate is of a trapezoidal structure with a long upper part and a short lower part, the vertical edge of each vertical plate is vertically welded on the main reinforcement of the underground diaphragm wall, a transverse plate is arranged at the top of each vertical plate, and the transverse plate is welded with the top of each vertical plate. The utility model discloses can place in the construction place, each part all can adopt the steel sheet for the job site to can bear shear force and bending moment that the bracket received effectively, through being connected of diaphragm and riser, increased the rigidity and the stability of bracket effectively.
Description
Technical Field
The utility model belongs to instrument for the construction, concretely relates to steel construction bracket.
Background
The basement is usually provided with cantilevered corbels on the basement wall, which are used for supporting structural members such as basement beams and the like and mainly bear shearing force. Such as corbels on a factory building column, and is used for supporting a structural part which can be connected with a suspension beam and a cantilever end of a crane beam cantilever beam bridge or a T-shaped rigid frame bridge. It supports the vertical counter force from the static load and live load of the hanging beam and the horizontal force caused by the braking force and the frictional resistance. The corbel in the prior art is complex to install, the rigidity and the stability of the corbel cannot meet the pre-estimation requirement, the corbel is complex to use in the later-period disassembly process, and therefore shearing force and bending moment borne by the corbel need to be guaranteed, and the corbel needs to have good rigidity and stability.
Disclosure of Invention
The purpose of the invention is as follows: the utility model aims to provide a steel construction bracket to prior art not enough.
The technical scheme is as follows: the utility model relates to a steel structure bracket, which is arranged on a ground connecting wall and comprises a plurality of vertical plates and transverse plates; the main reinforcement of the underground diaphragm wall on the underground diaphragm wall is stripped, a vertical plate is welded on each main reinforcement of the underground diaphragm wall, the upper part of each vertical plate is of a rectangular structure, the lower part of each vertical plate is of a trapezoidal structure with a long upper part and a short lower part, the vertical edge of each vertical plate is vertically welded on the main reinforcement of the underground diaphragm wall, a transverse plate is arranged at the top of each vertical plate, and the transverse plate is welded with the top of each vertical plate.
Preferably, the number of the vertical plates is 3, the length of the connecting edge of each vertical plate and the main rib of the ground connecting wall is 500mm, the length of the other parallel short edge is 250mm, and the thickness of each short edge is 20 mm.
Preferably, the spacing between adjacent main ribs of the diaphragm wall is 200mm, the thickness of the cross plate is 20mm, and the length and width of the cross plate are 1200 x 400 mm.
Has the advantages that: (1) the utility model discloses the bracket can be placed in the construction site, and each component can all adopt the steel sheet for the job site, the utility model discloses can effectively bear the shear force and the moment of flexure that the bracket received, through adjusting riser thickness, size, welding size etc. to control its atress requirement, through the connection of diaphragm and riser, the rigidity and the stability of this device have effectively been increased;
(2) the utility model discloses also simple and efficient in tearing open in later stage is superior to the concrete bracket, the utility model discloses simple manufacture, simple to operate, but reuse.
Drawings
FIG. 1 is a front view of the steel bracket of the present invention;
FIG. 2 is a side view of the steel bracket of the present invention;
fig. 3 is a schematic structural view of the vertical plate of the present invention.
In the figure, 1-horizontal plate, 2-vertical plate, 3-ground wall main rib and 4-ground wall.
Detailed Description
The technical solution of the present invention is described in detail below with reference to the accompanying drawings, but the scope of the present invention is not limited to the embodiments.
Example (b): a steel structure bracket is arranged on a ground connecting wall and comprises 3 vertical plates 2 and a transverse plate 1; the diaphragm wall comprises a diaphragm wall body and is characterized in that diaphragm wall main ribs 3 on a diaphragm wall 4 are stripped, vertical plates 2 are welded on each diaphragm wall main rib 3, the distance between every two adjacent diaphragm wall main ribs 3 is 200mm, the upper parts of the vertical plates 2 are of a rectangular structure, the lower parts of the vertical plates 2 are of a trapezoidal structure with the upper part being long and the lower part being short, the vertical edges of the vertical plates 2 are vertically welded on the diaphragm wall main ribs 3, the length of the connecting edges of the vertical plates 2 and the diaphragm wall main ribs 3 is 500mm, the length of the other parallel short edge is 250mm, the thickness is 20mm, transverse plates 1 are arranged at the tops of the vertical plates 2, the transverse plates 1 are welded with the tops of the vertical plates 2, the thickness of the transverse plates 1 is 20mm, and the length and the width of the transverse plates are.
Each part of the utility model is manufactured by construction site, the thickness and the size of the part are manufactured according to the stress condition of the bracket, firstly, the main reinforcement of the underground diaphragm wall of the basement is stripped, the vertical plate is welded with the main reinforcement, the welding seam is 10mm, the transverse plate is placed on the vertical plate and is welded, and the welding seam is 8 mm; the utility model can effectively bear the shearing force and bending moment of the bracket, can control the stress requirements by adjusting the thickness, size and welding size of the vertical plate, and effectively increases the rigidity and stability of the bracket by connecting the transverse plate and the vertical plate, and is simple, convenient and quick in the later stage disassembly, and is superior to a concrete bracket; in addition, the utility model discloses simple manufacture, simple to operate, repeatedly usable.
As mentioned above, although the present invention has been shown and described with reference to certain preferred embodiments, it should not be construed as limiting the invention itself. Various changes in form and detail may be made therein without departing from the spirit and scope of the invention as defined by the appended claims.
Claims (3)
1. A steel structure bracket is arranged on a ground connecting wall and is characterized by comprising a plurality of vertical plates and transverse plates; the main reinforcement of the underground diaphragm wall on the underground diaphragm wall is stripped, a vertical plate is welded on each main reinforcement of the underground diaphragm wall, the upper part of each vertical plate is of a rectangular structure, the lower part of each vertical plate is of a trapezoidal structure with a long upper part and a short lower part, the vertical edge of each vertical plate is vertically welded on the main reinforcement of the underground diaphragm wall, a transverse plate is arranged at the top of each vertical plate, and the transverse plate is welded with the top of each vertical plate.
2. The steel structure bracket as claimed in claim 1, wherein the number of the vertical plates is 3, the length of the connecting edge of the vertical plate and the main reinforcement of the underground diaphragm wall is 500mm, the length of the other parallel short edge is 250mm, and the thickness is 20 mm.
3. A steel structural corbel according to claim 2, wherein the spacing between adjacent main reinforcement of the diaphragm wall is 200mm, the thickness of the cross-plate is 20mm, and the length and width of the cross-plate is 1200 x 400 mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921315025.5U CN211172409U (en) | 2019-08-14 | 2019-08-14 | Steel construction bracket |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921315025.5U CN211172409U (en) | 2019-08-14 | 2019-08-14 | Steel construction bracket |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211172409U true CN211172409U (en) | 2020-08-04 |
Family
ID=71802859
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921315025.5U Active CN211172409U (en) | 2019-08-14 | 2019-08-14 | Steel construction bracket |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211172409U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112065657A (en) * | 2020-08-24 | 2020-12-11 | 河南恒聚新能源设备有限公司 | Turbine stator structure and vertical axis turbine wind power generation device |
-
2019
- 2019-08-14 CN CN201921315025.5U patent/CN211172409U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112065657A (en) * | 2020-08-24 | 2020-12-11 | 河南恒聚新能源设备有限公司 | Turbine stator structure and vertical axis turbine wind power generation device |
| CN112065657B (en) * | 2020-08-24 | 2022-02-08 | 河南恒聚新能源设备有限公司 | Turbine stator structure and vertical axis turbine wind power generation device |
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