CN215563838U - Interior strenghthened type beam column structure that bearing capacity is strong - Google Patents
Interior strenghthened type beam column structure that bearing capacity is strong Download PDFInfo
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- CN215563838U CN215563838U CN202122102957.5U CN202122102957U CN215563838U CN 215563838 U CN215563838 U CN 215563838U CN 202122102957 U CN202122102957 U CN 202122102957U CN 215563838 U CN215563838 U CN 215563838U
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Abstract
An internal reinforced beam column structure with strong bearing capacity comprises a first supporting plate and a second supporting plate which are arranged in a butt joint mode, wherein a middle plate is arranged between the middle of the first supporting plate and the middle of the second supporting plate; the middle plate is provided with a vertical reinforcing rib arranged along the length direction of the middle plate, the middle plate is also provided with a transverse reinforcing rib arranged along the width direction of the middle plate, one end of the transverse reinforcing rib is abutted with the first supporting plate, and the other end of the transverse reinforcing rib is abutted with the second supporting plate; and clamping positioning grooves are formed in the positions, corresponding to the vertical reinforcing ribs, of the transverse reinforcing ribs. This application adopts first backup pad and second backup pad to set up relatively, then sets up the intermediate lamella between first backup pad and second backup pad and form major structure, then recycles horizontal stiffening rib, vertical stiffening rib and joint constant head tank, accomplishes structural enhancement.
Description
Technical Field
The application relates to an interior strenghthened type beam column structure that bearing capacity is strong.
Background
Steel-structured buildings are used in many fields in construction because of their relatively short construction period. The steel constructs building self and forms by the beam column alternately mainly, because beam column structure self intensity is limited, under some circumstances, need strengthen to the beam column, the mode that present beam column strengthened all is the thickness that increases the beam column, but this has harmful effects again to the shock resistance of beam column structure self. Of course, some of the existing methods also adopt the reduction of the length of the beam column, which not only needs to increase the number of steel columns, but also greatly increases the construction cost and has adverse effects on the internal space of the building.
SUMMERY OF THE UTILITY MODEL
In order to solve the problems, the application provides an internal reinforced beam column structure with strong bearing capacity, which comprises a first supporting plate and a second supporting plate which are arranged in a butt joint mode, wherein a middle plate is arranged between the middle part of the first supporting plate and the middle part of the second supporting plate; the middle plate is provided with a vertical reinforcing rib arranged along the length direction of the middle plate, the middle plate is also provided with a transverse reinforcing rib arranged along the width direction of the middle plate, one end of the transverse reinforcing rib is abutted with the first supporting plate, and the other end of the transverse reinforcing rib is abutted with the second supporting plate; and clamping positioning grooves are formed in the positions, corresponding to the vertical reinforcing ribs, of the transverse reinforcing ribs. This application adopts first backup pad and second backup pad to set up relatively, then sets up the intermediate lamella between first backup pad and second backup pad and form major structure, then recycles horizontal stiffening rib, vertical stiffening rib and joint constant head tank, accomplishes structural enhancement.
Preferably, the vertical reinforcing rib is a vertical angle steel, and two open ends of the vertical angle steel are fixedly connected with the intermediate plate.
Preferably, the transverse reinforcing rib is a transverse angle steel, the height of the transverse angle steel is greater than the length of the vertical angle steel, and two open ends of the transverse angle steel are fixedly connected with the intermediate plate.
Preferably, the transverse reinforcing ribs are provided with triangular notches to form clamping positioning grooves, and the vertical reinforcing ribs are clamped and arranged in the triangular notches.
Preferably, the middle plate is provided with a row of buffer through holes arranged in parallel, the vertical reinforcing ribs are arranged on two sides of the buffer through holes, and the transverse reinforcing ribs are arranged between the buffer through holes. According to the method, the part of the middle plate is locally weakened, certain anti-seismic property is obtained in a mode of reducing rigidity, then the connection supporting strength of the middle plate part is ensured in a mode of strengthening by the vertical reinforcing ribs, and the defects in the aspects of anti-seismic property and strength are coordinated.
Preferably, the support structure further comprises a first auxiliary reinforcing vertical rib and a second auxiliary reinforcing vertical rib, wherein the first auxiliary reinforcing vertical rib is arranged on the first support plate, and the second auxiliary reinforcing vertical rib is arranged on the second support plate.
Preferably, the first auxiliary reinforcing vertical rib is provided with a first auxiliary transverse rib, the first auxiliary transverse rib is fixedly connected with the first supporting plate, and the first auxiliary transverse rib is fixedly connected with the transverse reinforcing rib.
Preferably, the second auxiliary reinforcing vertical rib is provided with a second auxiliary transverse rib, the second auxiliary transverse rib is fixedly connected with the second support plate, and the second auxiliary transverse rib is fixedly connected with the transverse reinforcing rib. This application adopts the mode of supplementary perpendicular rib of strengthening and supplementary horizontal rib to strengthen the connection of adjacent structure, avoids the local unstability that leads to because the difference of the alar part intensity of first backup pad and second backup pad in the use to improve overall structure's stability.
This application can bring following beneficial effect:
1. the first support plate and the second support plate are arranged oppositely, then the middle plate is arranged between the first support plate and the second support plate to form a main body structure, and then the transverse reinforcing rib, the vertical reinforcing rib and the clamping positioning groove are utilized to complete structural reinforcement;
2. the method has the advantages that the part of the middle plate is locally weakened, the rigidity is reduced to obtain certain anti-seismic property, then the connecting and supporting strength of the middle plate is ensured by the mode of reinforcing the vertical reinforcing rib, and the defects in the aspects of anti-seismic property and strength are coordinated;
3. this application adopts the mode of supplementary perpendicular rib of strengthening and supplementary horizontal rib to strengthen the connection of adjacent structure, avoids the local unstability that leads to because the difference of the alar part intensity of first backup pad and second backup pad in the use to improve overall structure's stability.
Drawings
The accompanying drawings, which are included to provide a further understanding of the application and are incorporated in and constitute a part of this application, illustrate embodiment(s) of the application and together with the description serve to explain the application and not to limit the application. In the drawings:
FIG. 1 is a schematic structural diagram of the present application;
FIG. 2 is a schematic illustration of an explosive structure of the present application;
fig. 3 is a schematic view of a structure with auxiliary reinforcement.
Detailed Description
In order to clearly explain the technical features of the present invention, the present application will be explained in detail by the following embodiments in combination with the accompanying drawings.
In a first embodiment, as shown in fig. 1-3, an internal reinforced beam-column structure with strong bearing capacity comprises a first supporting plate 1 and a second supporting plate 2 which are arranged in a butt joint mode, and an intermediate plate 3 is arranged between the middle of the first supporting plate 1 and the middle of the second supporting plate 2; the middle plate 3 is provided with a vertical reinforcing rib 4 arranged along the length direction of the middle plate 3, the middle plate 3 is also provided with a transverse reinforcing rib 5 arranged along the width direction of the middle plate 3, one end of the transverse reinforcing rib 5 is abutted with the first support plate 1, and the other end of the transverse reinforcing rib 5 is abutted with the second support plate 2; and clamping positioning grooves 6 are formed in the positions, corresponding to the vertical reinforcing ribs 4, of the transverse reinforcing ribs 5. The vertical reinforcing rib 4 is a vertical angle steel, and two open ends of the vertical angle steel are fixedly connected with the intermediate plate 3. The transverse reinforcing rib 5 is a transverse angle steel, the height of the transverse angle steel is larger than the length of the vertical angle steel, and two open ends of the transverse angle steel are fixedly connected with the intermediate plate 3. The transverse reinforcing ribs 5 are provided with triangular notches to form clamping positioning grooves 6, and the vertical reinforcing ribs are clamped and arranged in the triangular notches. The middle plate 3 is provided with a row of buffer through holes 7 arranged in parallel to form a clamping positioning groove 6, the vertical reinforcing ribs 4 are arranged on two sides of the buffer through holes, and the transverse reinforcing ribs 5 are arranged between the buffer through holes 7. The novel support plate also comprises a first auxiliary reinforcing vertical rib 8 and a second auxiliary reinforcing vertical rib 10, wherein the first auxiliary reinforcing vertical rib 8 is arranged on the first support plate 1, and the second auxiliary reinforcing vertical rib 10 is arranged on the second support plate 2. First supplementary vertical rib 8 is last to be equipped with first supplementary horizontal rib 9, first supplementary horizontal rib 9 links firmly the setting with first backup pad 1, first supplementary horizontal rib 9 links firmly the setting with horizontal stiffening rib 5. And a second auxiliary transverse rib 11 is arranged on the second auxiliary reinforcing vertical rib 10, the second auxiliary transverse rib 11 is fixedly connected with the second support plate 2, and the second auxiliary transverse rib 11 is fixedly connected with the transverse reinforcing rib 5.
During the use, can assemble earlier wholly, set up vertical stiffening rib 4 then the horizontal stiffening rib 5 of joint on intermediate lamella 3 earlier promptly, at last with first backup pad 1 and the butt joint setting of second backup pad 2 in the both sides of intermediate lamella 3 again, then set up the supplementary perpendicular rib 10 of strengthening of first supplementary perpendicular rib 8 and second, certainly first supplementary perpendicular rib 8 of strengthening and the supplementary perpendicular rib 10 of strengthening of second also can set up earlier on first backup pad 1 and second backup pad 2, utilize first supplementary transverse rib 9 and the supplementary transverse rib 11 of second to accomplish the enhancement connection afterwards can.
The embodiments in the present specification are described in a progressive manner, and the same and similar parts among the embodiments are referred to each other, and each embodiment focuses on the differences from the other embodiments. In particular, for the system embodiment, since it is substantially similar to the method embodiment, the description is simple, and for the relevant points, reference may be made to the partial description of the method embodiment.
The above are merely examples of the present application and are not intended to limit the present application. Various modifications and changes may occur to those skilled in the art. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present application should be included in the scope of the claims of the present application.
Claims (8)
1. The utility model provides an interior strenghthened type beam column structure that bearing capacity is strong, its characterized in that: the device comprises a first supporting plate and a second supporting plate which are arranged in a butt joint mode, wherein a middle plate is arranged between the middle part of the first supporting plate and the middle part of the second supporting plate; the middle plate is provided with a vertical reinforcing rib arranged along the length direction of the middle plate, the middle plate is also provided with a transverse reinforcing rib arranged along the width direction of the middle plate, one end of the transverse reinforcing rib is abutted with the first supporting plate, and the other end of the transverse reinforcing rib is abutted with the second supporting plate; and clamping positioning grooves are formed in the positions, corresponding to the vertical reinforcing ribs, of the transverse reinforcing ribs.
2. The internally reinforced beam-column structure with high bearing capacity of claim 1, wherein: the vertical reinforcing rib is a vertical angle steel, and two open ends of the vertical angle steel are fixedly connected with the intermediate plate.
3. The internal reinforced beam-column structure with strong bearing capacity of claim 2, wherein: the transverse reinforcing rib is a transverse angle steel, the height of the transverse angle steel is larger than the length of the vertical angle steel, and two open ends of the transverse angle steel are fixedly connected with the intermediate plate.
4. The internal reinforced beam-column structure with strong bearing capacity of claim 3, wherein: the transverse reinforcing ribs are provided with triangular notches to form clamping positioning grooves, and the vertical reinforcing ribs are clamped and arranged in the triangular notches.
5. The internally reinforced beam-column structure with high bearing capacity of claim 1, wherein: the middle plate is provided with a row of buffer through holes arranged in parallel to form a clamping positioning groove, the vertical reinforcing ribs are arranged on two sides of the buffer through holes, and the transverse reinforcing ribs are arranged between the buffer through holes.
6. The internally reinforced beam-column structure with high bearing capacity of claim 1, wherein: still including the supplementary vertical rib of strengthening of first supplementary vertical rib and the supplementary vertical rib of strengthening of second, the supplementary vertical rib setting of strengthening of first supplementary vertical rib sets up in the first backup pad, and the supplementary vertical rib setting of strengthening of second is in the second backup pad.
7. The internal reinforced beam-column structure with strong bearing capacity of claim 6, wherein: the first auxiliary reinforcing vertical rib is provided with a first auxiliary transverse rib, the first auxiliary transverse rib is fixedly connected with the first supporting plate, and the first auxiliary transverse rib is fixedly connected with the transverse reinforcing rib.
8. The internal reinforced beam-column structure with strong bearing capacity of claim 6, wherein: and a second auxiliary transverse rib is arranged on the second auxiliary reinforcing vertical rib and fixedly connected with a second support plate, and the second auxiliary transverse rib is fixedly connected with a transverse reinforcing rib.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122102957.5U CN215563838U (en) | 2021-09-01 | 2021-09-01 | Interior strenghthened type beam column structure that bearing capacity is strong |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122102957.5U CN215563838U (en) | 2021-09-01 | 2021-09-01 | Interior strenghthened type beam column structure that bearing capacity is strong |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN215563838U true CN215563838U (en) | 2022-01-18 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202122102957.5U Active CN215563838U (en) | 2021-09-01 | 2021-09-01 | Interior strenghthened type beam column structure that bearing capacity is strong |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN215563838U (en) |
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2021
- 2021-09-01 CN CN202122102957.5U patent/CN215563838U/en active Active
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