CN215888957U - High-strength steel beam for building - Google Patents
High-strength steel beam for building Download PDFInfo
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- CN215888957U CN215888957U CN202121691098.1U CN202121691098U CN215888957U CN 215888957 U CN215888957 U CN 215888957U CN 202121691098 U CN202121691098 U CN 202121691098U CN 215888957 U CN215888957 U CN 215888957U
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Abstract
The utility model discloses a high-strength steel beam for buildings, which comprises a top plate and a bottom plate, wherein the bottom end of the top plate is provided with the bottom plate, two sides of the top end of the bottom plate are respectively and fixedly connected with a group of supporting vertical plates, two sides of the top end of the top plate are respectively embedded with a group of first water chutes, one side of each supporting vertical plate is fixedly connected with a baffle, and two sides of the bottom end of the top plate are respectively and fixedly connected with a group of reinforcing plates. This steel beam for high strength building is through being provided with the roof, install this building girder steel in the inside support department of building when using, two sets of support risers on bottom plate top are the triangular structure and are connected with the roof on top, the holding power between roof and the bottom plate has been improved, and the reinforcing plate that supports the riser both sides is connected with the both sides of roof bottom, can support the both sides of roof, thereby the holistic intensity of this girder steel has been improved, it is holistic intensity not high to solve, lead to the holding power not enough after the installation, influence the problem of building bulk strength.
Description
Technical Field
The utility model relates to the technical field of building materials, in particular to a high-strength steel beam for buildings.
Background
In the construction, need to have purpose-made building girder steel to support the building is whole, in order to improve the holistic intensity of building, the building girder steel has various forms and size, but some current building girder steels discover that it has some defects when using, lead to the practicality not enough, holistic intensity is not high, lead to that the holding power is not enough after the installation, influence building bulk strength, and after high humidity environment installation, its top and inside easy ponding, can receive for a long time to corrode and lead to the intensity to reduce, when needs multiunit girder steel connection to use, unable convenient the connecting, the intensity of junction also can't be guaranteed, so need a neotype steel roof beam for building in order to solve foretell defect now.
Disclosure of Invention
The utility model aims to provide a high-strength steel beam for buildings, which aims to solve the problems that the overall strength is not high, the supporting force is insufficient after installation, and the overall strength of the buildings is influenced.
In order to achieve the purpose, the utility model provides the following technical scheme: a high-strength steel beam for buildings comprises a top plate and a bottom plate, wherein the bottom end of the top plate is provided with the bottom plate, two sides of the top end of the bottom plate are respectively and fixedly connected with a group of supporting vertical plates, two sides of the top end of the top plate are respectively embedded with a group of first water chutes, and one side of each supporting vertical plate is fixedly connected with a baffle;
and the two sides of the bottom end of the top plate are respectively and fixedly connected with a group of reinforcing plates, and the reinforcing plates are fixedly connected with the supporting vertical plate.
Preferably, the supporting vertical plate and the top plate are fixedly connected, and the central lines of the top plate and the bottom plate are on the same vertical plane.
Preferably, the bottom of the first water guiding groove is inlaid with a plurality of groups of first liquid leakage holes, the bottom of one side of the reinforcing plate is inlaid with a plurality of groups of water outlet holes, the top of the bottom plate is inlaid with a second water guiding groove, and the bottom of the second water guiding groove is inlaid with a plurality of groups of second liquid leakage holes.
Preferably, the first weeping holes at the bottom end of the first water chute are arranged at equal intervals, and the water outlets at the bottom end of the reinforcing plate are arranged at equal intervals.
Preferably, one end of the baffle is movably connected with a connecting steel plate, and a supporting transverse plate is fixedly connected inside the connecting steel plate.
Preferably, the supporting vertical plate and the connecting steel plate form a sliding connection, and the bottom plate and the connecting steel plate form a sliding connection.
Compared with the prior art, the utility model has the beneficial effects that: the high-strength steel beam for the building not only realizes the improvement of the self-strength and the prevention of long-term water accumulation, but also realizes the convenient connection and use;
(1) the building steel beam is arranged at a supporting position in a building when the building steel beam is used, the two groups of supporting vertical plates at the top end of the bottom plate are in a triangular structure and are connected with the top plate at the top end, so that the supporting force between the top plate and the bottom plate is improved, the reinforcing plates at the two sides of the supporting vertical plates are connected with the two sides at the bottom end of the top plate, and the two sides of the top plate can be supported, so that the integral strength of the steel beam is improved, and the integral strength of the building steel beam is improved;
(2) by arranging the first liquid leaking hole, the first water chute, the water outlet hole, the second water chute and the second liquid leaking hole, when the steel beam is installed and the humidity in the building is high, accumulated water is generated at the top end of the top plate and can rapidly slide to the inside of the first liquid leaking hole through the first water chute, and finally is guided out through the water outlet hole at one side of the reinforcing plate guided through the first liquid leaking hole, and the accumulated water generated at the top end of the bottom plate can slide into the inside of the second liquid leaking hole through the second water chute and is finally guided out through the second liquid leaking hole, so that the long-term accumulated water at the top end and the inside of the steel beam can be prevented under the condition of high humidity;
(3) through being provided with the binding steel board, support diaphragm and baffle, when the length of single this girder steel is not enough, align the terminal surface of two sets of girder steels, insert a set of binding steel board inside the support riser of one of them set of girder steel again, insert the inside of the support riser of another set of girder steel with the other end of binding steel board again, it can be spacing to the binding steel board to support riser side shield, prevent to connect back binding steel board and take place the displacement, the inside support diaphragm of binding steel board can support the binding steel board, the intensity of binding steel board is improved, thereby improve the holding power of junction, realized can be convenient connect the use.
Drawings
FIG. 1 is a schematic front sectional view of the present invention;
FIG. 2 is a schematic top view of a portion of the first water chute according to the present invention;
FIG. 3 is a schematic view of a partial cross-sectional structure of a connecting steel plate according to the present invention;
fig. 4 is a partial structural diagram of the reinforcing plate side view of the present invention.
In the figure: 1. a first weep hole; 2. a first water chute; 3. a top plate; 4. a reinforcing plate; 5. a water outlet hole; 6. supporting a vertical plate; 7. a base plate; 8. a second water chute; 9. a second weep hole; 10. connecting steel plates; 11. supporting the transverse plate; 12. and a baffle plate.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Example 1: referring to fig. 1-4, a high-strength steel beam for construction includes a top plate 3 and a bottom plate 7, the bottom of the top plate 3 is provided with the bottom plate 7, two sides of the top of the bottom plate 7 are respectively and fixedly connected with a set of supporting vertical plates 6, two sides of the top plate 3 are respectively embedded with a set of first water chutes 2, and one side of the supporting vertical plates 6 is fixedly connected with a baffle 12;
two sides of the bottom end of the top plate 3 are respectively and fixedly connected with a group of reinforcing plates 4, and the reinforcing plates 4 are fixedly connected with a supporting vertical plate 6;
the supporting vertical plate 6 and the top plate 3 form a fixed connection, and the central lines of the top plate 3 and the bottom plate 7 are on the same vertical plane;
specifically, as shown in fig. 1, fig. 2, fig. 3 and fig. 4, when the building steel beam is used, the building steel beam is installed at the supporting position inside a building, two groups of supporting vertical plates 6 at the top end of a bottom plate 7 are in a triangular structure and are connected with a top plate 3 at the top end, the supporting force between the top plate 3 and the bottom plate 7 is improved, reinforcing plates 4 at two sides of the supporting vertical plates 6 are connected with two sides of the bottom end of the top plate 3, two sides of the top plate 3 can be supported, the overall strength of the steel beam is improved, and the overall strength of the building steel beam is improved.
Example 2: a plurality of groups of first liquid leakage holes 1 are embedded in the bottom end of the first water chute 2, a plurality of groups of water outlet holes 5 are embedded in the bottom end of one side of the reinforcing plate 4, a second water chute 8 is embedded in the top end of the bottom plate 7, and a plurality of groups of second liquid leakage holes 9 are embedded in the bottom end of the second water chute 8;
the first liquid leakage holes 1 at the bottom end of the first water chute 2 are arranged at equal intervals, and the water outlet holes 5 at the bottom end of the reinforcing plate 4 are arranged at equal intervals;
specifically, as shown in fig. 1, fig. 2 and fig. 4, after this girder steel installation is accomplished, under the high condition of the inside humidity of building, the top of roof 3 produces ponding, can be quick slide to the inside of first weeping hole 1 through first guiding gutter 2, in the leading-in reinforcing plate 4's of first weeping hole 1 one side, at last export through apopore 5, and the ponding that bottom plate 7 top produced can be slided into the inside of second weeping hole 9 by second guiding gutter 8, and last second weeping hole 9 is exported, realized can preventing the top and the inside long-term ponding of this girder steel under the high condition of humidity.
Example 3: one end of the baffle plate 12 is movably connected with a connecting steel plate 10, and a supporting transverse plate 11 is fixedly connected inside the connecting steel plate 10;
the supporting vertical plate 6 and the connecting steel plate 10 form sliding connection, and the bottom plate 7 and the connecting steel plate 10 form sliding connection;
specifically, as shown in fig. 1 and 3, when the length of this girder steel of single is not enough, align the terminal surface of two sets of girder steels, insert a set of steel linkage plate 10 inside the support riser 6 of one of them set of girder steel, insert the inside of the support riser 6 of another set of girder steel with steel linkage plate 10's the other end again, 6 side shield 12 of support riser can be spacing to steel linkage plate 10, prevent to connect back steel linkage plate 10 and take place the displacement, the inside support diaphragm 11 of steel linkage plate 10 can support steel linkage plate 10, improve steel linkage plate 10's intensity, thereby improve the holding power of junction, realized can be convenient connect the use.
The working principle is as follows: when the utility model is used, firstly, when the length of a single steel beam is insufficient, the end surfaces of two groups of steel beams are aligned, then one group of connecting steel plates 10 is inserted into the supporting vertical plate 6 of one group of steel beams, the other end of the connecting steel plate 10 is inserted into the supporting vertical plate 6 of the other group of steel beams, a baffle plate 12 at one side of the supporting vertical plate 6 can limit the connecting steel plates 10 to prevent the connecting steel plates 10 from displacing after connection, a supporting transverse plate 11 in the connecting steel plates 10 can support the connecting steel plates 10 to improve the strength of the connecting steel plates 10, thereby improving the supporting force of the connection part, then the building steel beams are arranged at the supporting part in the building, the two groups of supporting vertical plates 6 at the top end of a bottom plate 7 are in a triangular structure and are connected with the top plate 3 at the top end, the supporting force between the top plate 3 and the bottom plate 7 is improved, and reinforcing plates 4 at two sides of the supporting vertical plates 6 are connected with two sides at the bottom end of the top plate 3, can support the both sides of roof 3, thereby the holistic intensity of this girder steel has been improved, after this girder steel installation is accomplished, under the high condition of the inside humidity of building, the top of roof 3 produces ponding, can be quick slide to the inside of first weeping hole 1 through first guiding gutter 2, in the leading-in reinforcing plate 4's of first weeping hole 1 one side, at last lead out through apopore 5, and the ponding that 7 tops of bottom plate produced can be by the inside of 8 sliding-in second weeping holes 9 of second guiding gutter, last second weeping hole 9 leads out.
It will be evident to those skilled in the art that the utility model is not limited to the details of the foregoing illustrative embodiments, and that the present invention may be embodied in other specific forms without departing from the spirit or essential attributes thereof. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the utility model being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.
Claims (6)
1. The utility model provides a high strength steel beam for building, includes roof (3) and bottom plate (7), its characterized in that: a bottom plate (7) is arranged at the bottom end of the top plate (3), a group of supporting vertical plates (6) are fixedly connected to two sides of the top end of the bottom plate (7) respectively, a group of first water chutes (2) are inlaid in two sides of the top end of the top plate (3) respectively, and a baffle plate (12) is fixedly connected to one side of each supporting vertical plate (6);
the two sides of the bottom end of the top plate (3) are fixedly connected with a group of reinforcing plates (4) respectively, and the reinforcing plates (4) are fixedly connected with the supporting vertical plate (6).
2. The steel beam for high strength construction according to claim 1, wherein: the supporting vertical plate (6) and the top plate (3) form a fixed connection, and the central lines of the top plate (3) and the bottom plate (7) are on the same vertical plane.
3. The steel beam for high strength construction according to claim 1, wherein: the bottom of first guiding gutter (2) is inlayed and is had first weeping hole of multiunit (1), the bottom of reinforcing plate (4) one side is inlayed and is had multiunit apopore (5), the top of bottom plate (7) is inlayed and is had second guiding gutter (8), the bottom of second guiding gutter (8) is inlayed and is had multiunit second weeping hole (9).
4. The steel beam for high strength construction according to claim 1, wherein: the first weeping holes (1) at the bottom end of the first water chute (2) are arranged at equal intervals, and the water outlets (5) at the bottom end of the reinforcing plate (4) are arranged at equal intervals.
5. The steel beam for high strength construction according to claim 1, wherein: one end swing joint of baffle (12) has connecting plate (10), the inside fixedly connected with of connecting plate (10) supports diaphragm (11).
6. The steel beam for high strength construction according to claim 1, wherein: the supporting vertical plates (6) and the connecting steel plates (10) form sliding connection, and the bottom plate (7) and the connecting steel plates (10) form sliding connection.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121691098.1U CN215888957U (en) | 2021-07-23 | 2021-07-23 | High-strength steel beam for building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121691098.1U CN215888957U (en) | 2021-07-23 | 2021-07-23 | High-strength steel beam for building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN215888957U true CN215888957U (en) | 2022-02-22 |
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ID=80501772
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202121691098.1U Active CN215888957U (en) | 2021-07-23 | 2021-07-23 | High-strength steel beam for building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN215888957U (en) |
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2021
- 2021-07-23 CN CN202121691098.1U patent/CN215888957U/en active Active
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