CN212001629U - Heavy steel beam bracket - Google Patents
Heavy steel beam bracket Download PDFInfo
- Publication number
- CN212001629U CN212001629U CN202020048177.XU CN202020048177U CN212001629U CN 212001629 U CN212001629 U CN 212001629U CN 202020048177 U CN202020048177 U CN 202020048177U CN 212001629 U CN212001629 U CN 212001629U
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Abstract
The utility model is suitable for a steel construction technical field provides a heavy girder steel bracket, including locating plate, reference column, post top built-in panel, post side built-in panel, bracing, the utility model discloses a cooperation between each component above can realize heavy I-shaped steel beam location installation, improves the efficiency of steel construction installation.
Description
Technical Field
The utility model belongs to the technical field of the steel construction, especially, relate to a heavy girder steel bracket.
Background
I-steel, also known as steel beam, is a long steel bar having an i-shaped cross section. The I-steel includes common I-steel and light I-steel. Is section steel with the cross section in an I shape. The I-beams are mainly divided into common I-beams, light I-beams and wide-flange I-beams. The wide-flange I-steel is divided into wide-flange I-steel, medium-flange I-steel and narrow-flange I-steel according to the height ratio of the flange to the web. The former two products have specification of No. 10-60, i.e. the corresponding height is 10cm-60 cm. Under the same height, the light I-steel has narrow flange, thin web and light weight. The wide flange I-steel is also called H-shaped steel, and the section is characterized in that two legs are parallel and the inner sides of the legs have no inclination. It belongs to the economic section steel, is rolled on a four-roller universal rolling mill, and is also called universal I-steel. Ordinary I-steel and light I-steel have already formed the national standard. In the installation and fixation of the heavy I-shaped steel beam, the positioning and installation are often not good, and a large amount of time is wasted in the installation process.
SUMMERY OF THE UTILITY MODEL
The utility model provides a heavy girder steel bracket aims at solving the fixed inconvenient problem of heavy I-shaped steel roof beam location installation.
The utility model relates to a heavy steel beam bracket realized in such a way, which comprises a positioning plate, a positioning column, a column top pre-embedded plate, a column side pre-embedded plate and an inclined strut, wherein the bottom of the column top pre-embedded plate is connected with column steel bars, the front side and the right side of the column top pre-embedded plate are fixedly connected with a supporting plate, the column steel bars are fixedly connected with a main longitudinal bar of a concrete column, the positioning column is fixedly connected in the vertical direction of the column top pre-embedded plate, 2 oppositely arranged positioning plates are respectively fixedly connected with the front side and the right side of the positioning column, the included angle between one end of the inclined strut and the supporting plate is 45 degrees and is fixedly connected with the supporting plate, the other end of the inclined strut and the column side pre-embedded plate are connected with an included angle of 45 degrees and are fixedly connected with the column side pre-embedded plate, the left side of the column side pre-embedded plate, heavy I-shaped steel beams are placed between the two positioning column plates and connected with the two positioning column plates through a plurality of high-strength bolts, and concrete columns can be poured after pre-embedding treatment is completed.
Furthermore, the positioning plate is connected with the positioning column in a welding mode.
Furthermore, the column steel bar is fixedly connected with the main longitudinal bar of the concrete column through electroslag pressure welding.
Furthermore, the positioning plate, the positioning column, the column top embedded plate, the column side embedded plate and the inclined strut are all made of steel subjected to rust prevention treatment.
Further, the diameter of the column rebar is consistent with the diameter of the main longitudinal bar of the concrete column.
The utility model discloses a cooperation between each component among the above technical scheme can realize heavy I-shaped steel roof beam location installation. Because the utility model discloses a fixed connection between the various components is connected concrete column and girder steel and is formed a frame wholly, makes the loading capacity that the girder steel received convey to ground, has guaranteed the safety of steel construction. Because be provided with the bracing with the fagging has increased the holding surface to heavy I-shaped girder steel, has guaranteed the stability of structure. Due to the arrangement of the positioning plate, correction and positioning in the steel beam installation process are avoided, and the installation time of a steel structure is saved.
Drawings
Fig. 1 is a schematic front structural view of the present invention;
fig. 2 is a schematic view of the back structure of the present invention;
fig. 3 is a schematic front view of the present invention;
fig. 4 is a schematic view of the back side mounting of the present invention.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention more clearly understood, the present invention is further described in detail below with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are merely illustrative of the invention and are not intended to limit the invention.
Referring to fig. 1-4, the utility model relates to a heavy steel beam bracket, which comprises a positioning plate 1, a positioning column 2, a column top embedded plate 3, a column side embedded plate 4 and an inclined strut 5, wherein the bottom of the column top embedded plate 3 is connected with a column steel bar 301, the front side and the right side of the column top embedded plate 3 are fixedly connected with a supporting plate 302, the column steel bar 301 is fixedly connected with a main longitudinal bar of a concrete column, the column top embedded plate 3 is fixedly connected with the positioning column 2 in the vertical direction, the front side and the right side of the positioning column 2 are respectively fixedly connected with 2 positioning plates 1 which are oppositely arranged, one end of the inclined strut 5 is 45 degrees with the supporting plate 302 and is fixedly connected with the supporting plate 302, the included angle between the other end of the inclined strut 5 and the column side embedded plate 4 is 45 degrees and is fixedly connected with the column side embedded plate 4, the left side of the column side embedded plate 4 is fixedly connected with an embedded steel bar, the embedded steel bars 401 are connected and fixed on steel bars of the concrete column 7, the heavy I-shaped steel beam 6 is placed between the two positioning column plates 1, the heavy I-shaped steel beam 6 is connected with the two positioning column plates 1 through a plurality of high-strength bolts, and the concrete column 7 can be poured after embedded treatment is completed. The positioning plate 1 and the positioning column 2 are connected in a welding mode. The column reinforcing steel bar 301 is fixedly connected with the main longitudinal bar of the concrete column through electroslag pressure welding. The positioning plate 1, the positioning column 2, the column top embedded plate 3, the column side embedded plate 4 and the inclined strut 5 are all made of steel subjected to rust-proof treatment. The diameter of the column reinforcement 301 is identical to the diameter of the main longitudinal bar of the concrete column 7.
In the in-service use, will earlier the utility model discloses a muscle fixed connection is indulged with concrete column 7's owner to post reinforcing bar 301, pre-buried reinforcing bar 401 is connected to be fixed on concrete column 7's the reinforcing bar. And then, pouring the concrete column 7, after the pouring and maintenance of the concrete column 7 are completed, installing the heavy I-shaped steel beam 6, placing the heavy I-shaped steel beam 6 between the positioning plates 1, and connecting and fixing the heavy I-shaped steel beam 6 and the positioning plates 1 through high-strength bolts.
The utility model discloses a cooperation between each component in the above embodiment can realize heavy I-shaped steel roof beam location installation. Because the utility model discloses a fixed connection between the various components is connected concrete column and girder steel and is formed a frame wholly, makes the loading capacity that the girder steel received convey to ground, has guaranteed the safety of steel construction. Due to the arrangement of the inclined strut 5 and the supporting plate 302, the supporting surface of the heavy I-shaped steel beam is increased, and the structural stability is ensured; due to the arrangement of the positioning plate 1, the correcting and positioning steps in the steel beam installation process are omitted, and the installation time of a steel structure is saved.
The above description is only exemplary of the present invention and should not be taken as limiting the scope of the present invention, as any modifications, equivalents, improvements and the like made within the spirit and principles of the present invention are intended to be included within the scope of the present invention.
Claims (5)
1. A heavy steel beam bracket is characterized by comprising a positioning plate (1), a positioning column (2), a column top embedded plate (3), a column side embedded plate (4) and an inclined strut (5), wherein the bottom of the column top embedded plate (3) is connected with column steel bars (301), the front side and the right side of the column top embedded plate (3) are fixedly connected with a supporting plate (302), the column steel bars (301) are fixedly connected with main longitudinal bars of a concrete column (7), the column top embedded plate (3) is fixedly connected with the positioning column (2) in the vertical direction, the front side and the right side of the positioning column (2) are respectively fixedly connected with 2 positioning plates (1) which are oppositely arranged, the included angle between one end of the inclined strut (5) and the supporting plate (302) is 45 degrees and is fixedly connected on the supporting plate (302), the included angle between the other end of the inclined strut (5) and the column side embedded plate (4) is 45 degrees and is fixedly connected on the column side embedded plate (4), the left side of the column side embedded plate (4) is fixedly connected with embedded steel bars (401), the embedded steel bars (401) are fixedly connected with steel bars of the concrete column (7), heavy I-shaped steel beams (6) are placed between the two positioning column plates (1), the heavy I-shaped steel beams (6) are connected with the two positioning column plates (1) through a plurality of high-strength bolts, and pouring of the concrete column (7) can be performed after embedding treatment is completed.
2. A heavy steel beam bracket according to claim 1, characterized in that the connection between the positioning plate (1) and the positioning post (2) is a welded connection.
3. A heavy steel beam bracket according to claim 1, characterised in that the column reinforcement (301) is secured to the main longitudinal ribs of the concrete column by electroslag pressure welding.
4. A heavy steel beam bracket according to claim 1, characterized in that the positioning plate (1), the positioning columns (2), the column top embedded plate (3), the column side embedded plate (4) and the diagonal braces (5) are steel materials which are subjected to rust-proof treatment.
5. A heavy steel beam bracket according to claim 1, characterised in that the diameter of the column reinforcement (301) coincides with the diameter of the main longitudinal bar of the concrete column (7).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020048177.XU CN212001629U (en) | 2020-01-09 | 2020-01-09 | Heavy steel beam bracket |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020048177.XU CN212001629U (en) | 2020-01-09 | 2020-01-09 | Heavy steel beam bracket |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212001629U true CN212001629U (en) | 2020-11-24 |
Family
ID=73426435
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020048177.XU Active CN212001629U (en) | 2020-01-09 | 2020-01-09 | Heavy steel beam bracket |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212001629U (en) |
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2020
- 2020-01-09 CN CN202020048177.XU patent/CN212001629U/en active Active
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