CN215483620U - Rebar truss plate diversion support node structure - Google Patents
Rebar truss plate diversion support node structure Download PDFInfo
- Publication number
- CN215483620U CN215483620U CN202121910418.8U CN202121910418U CN215483620U CN 215483620 U CN215483620 U CN 215483620U CN 202121910418 U CN202121910418 U CN 202121910418U CN 215483620 U CN215483620 U CN 215483620U
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- Prior art keywords
- floor
- floor slab
- beam body
- plate
- node structure
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 24
- 239000010959 steel Substances 0.000 claims abstract description 24
- 230000001681 protective effect Effects 0.000 claims description 10
- 230000003014 reinforcing effect Effects 0.000 claims description 10
- 238000000034 method Methods 0.000 claims description 6
- 230000000694 effects Effects 0.000 abstract description 6
- 238000005457 optimization Methods 0.000 description 5
- 230000009471 action Effects 0.000 description 3
- 230000008569 process Effects 0.000 description 3
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 2
- 230000005484 gravity Effects 0.000 description 2
- 230000004075 alteration Effects 0.000 description 1
- 230000000712 assembly Effects 0.000 description 1
- 238000000429 assembly Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000008901 benefit Effects 0.000 description 1
- 238000011900 installation process Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
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Abstract
The utility model discloses a steel bar truss plate turning support node structure which comprises a cross beam body, a first floor slab, a second floor slab and a steel bar assembly, wherein the first floor slab and the second floor slab are positioned on two sides of the cross beam body, the steel bar assembly is arranged on the tops of the first floor slab and the second floor slab, one sides, close to the cross beam body, of the first floor slab and the second floor slab are respectively provided with an extension plate, the inner surface of each extension plate is in contact with the surface of the cross beam body, the bottom of the cross beam body is provided with a support plate, and the left side and the right side of each support plate respectively extend to the bottoms of the first floor slab and the second floor slab and are positioned on the outer side of each extension plate. According to the utility model, the extension plate is arranged at the bottom of the beam body, and the first floor slab and the second floor slab are inserted between the beam body and the support plate through the extension plate, so that the contact area between the first floor slab and the beam body and the contact area between the second floor slab and the beam body can be greatly increased, and the problems that the existing steel bar truss plate and the beam are poor in connection effect, weak in support stability and easy to slide when the load is too high are solved.
Description
Technical Field
The utility model relates to the technical field of building steel structures, in particular to a turning support node structure of a steel bar truss plate.
Background
The steel bar truss plate is a splicing type floor base member convenient to install, and needs to be connected with a steel structure cross beam in the installation process, but the existing steel bar truss plate is poor in connection effect with the cross beam, weak in support stability and easy to slide when the load is too high.
SUMMERY OF THE UTILITY MODEL
In order to solve the problems in the background art, the utility model aims to provide a turning support node structure of a steel bar truss plate, which has the advantage of improving the support stability of the node, and solves the problems that the existing steel bar truss plate is poor in connection effect with a cross beam, weak in support stability and easy to slide when the load is too high.
In order to achieve the purpose, the utility model provides the following technical scheme: a steel bar truss plate turning support node structure comprises a beam body;
the first floor and the second floor are positioned on two sides of the beam body;
the steel bar assemblies are arranged on the tops of the first floor slab and the second floor slab;
one side that first floor and second floor are close to the crossbeam body all is provided with the extension board, the internal surface of extension board and the surface contact of crossbeam body, the bottom of crossbeam body is provided with the backup pad, the left side and the right side of backup pad extend to the bottom of first floor and second floor respectively and are located the outside of extension board, backup pad, extension board and crossbeam body are connected through threaded component.
Preferably, the inner side of the extension plate is provided with a rubber pad sleeved on the surface of the threaded component, and the inner side of the rubber pad is in contact with the surface of the beam body.
Preferably, the cross beam body is internally provided with a protective pipe sleeved on the surface of the threaded component, and the protective pipe is made of rubber.
Preferably, the top of each of the first floor slab and the second floor slab is provided with a U-shaped bolt, and the U-shaped bolts are sleeved on the surface of the steel bar assembly and respectively connect the first floor slab and the second floor slab with the support plate.
Preferably, the top of the beam body is provided with a connecting plate, and the connecting plate is sleeved on the surface of the U-shaped bolt and is positioned at the top of the steel bar assembly.
Preferably, the surface of the support plate is provided with a plurality of adjusting grooves, and the adjusting grooves surround the surface of the U-shaped bolt and the threaded component and are in sliding connection with the U-shaped bolt and the threaded component.
Compared with the prior art, the utility model has the following beneficial effects:
1. according to the utility model, the extension plate is arranged at the bottom of the beam body, and the first floor slab and the second floor slab are inserted between the beam body and the support plate through the extension plate, so that the contact area between the first floor slab and the beam body and the contact area between the second floor slab and the beam body can be greatly increased, and the problems that the existing steel bar truss plate and the beam are poor in connection effect, weak in support stability and easy to slide when the load is too high are solved.
2. The rubber pad is arranged, so that the influence of vibration on the supporting plate can be reduced, and the vibration generated when the supporting plate and the extension plate are in contact collision is weakened.
3. According to the utility model, the threaded component can be protected by arranging the protective pipe, and the contact area between the threaded component and the external environment is reduced.
4. According to the utility model, the U-shaped bolt is arranged, so that the steel bar component and the support plate can be further connected, and the bearing gravity can be shared by the steel bar component.
5. According to the utility model, the first floor and the second floor can be connected by arranging the connecting plate, so that the connection stability of the first floor and the second floor is improved.
6. The adjusting groove is arranged, so that a user can conveniently install the supporting plate.
Drawings
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is a schematic view of a U-shaped bolt structure according to the present invention;
fig. 3 is a perspective view of a partial structure of the present invention.
In the figure: 1. a beam body; 2. a first floor slab; 3. a second floor slab; 4. a reinforcement assembly; 5. an extension plate; 6. a support plate; 7. a threaded assembly; 8. a rubber pad; 9. a protective tube; 10. a U-shaped bolt; 11. a connecting plate; 12. and (4) adjusting the groove.
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.
As shown in fig. 1 to 3, the direction-changing support node structure of a steel bar truss plate provided by the utility model comprises a beam body 1;
the first floor 2 and the second floor 3 are positioned on two sides of the beam body 1;
a steel bar assembly 4 installed on the top of the first floor 2 and the second floor 3;
one side that first floor 2 and second floor 3 are close to crossbeam body 1 all is provided with extension board 5, the internal surface of extension board 5 and crossbeam body 1's surface contact, the bottom of crossbeam body 1 is provided with backup pad 6, the left side and the right side of backup pad 6 extend to the bottom of first floor 2 and second floor 3 respectively and are located the outside of extension board 5, backup pad 6, extension board 5 and crossbeam body 1 are connected through threaded component 7.
Referring to fig. 1, the inner side of the extension plate 5 is provided with a rubber pad 8 sleeved on the surface of the threaded component 7, and the inner side of the rubber pad 8 is in contact with the surface of the beam body 1.
As a technical optimization scheme of the utility model, the rubber pad 8 is arranged, so that the influence of vibration on the supporting plate 6 can be reduced, and the vibration generated by the supporting plate 6 and the extension plate 5 during contact collision can be weakened.
Referring to fig. 1, a protective tube 9 sleeved on the surface of the threaded component 7 is arranged inside the beam body 1, and the protective tube 9 is made of rubber.
As a technical optimization scheme of the utility model, the threaded component 7 can be protected by arranging the protective pipe 9, and the contact area between the threaded component 7 and the external environment is reduced.
Referring to fig. 1, U-shaped bolts 10 are disposed at the tops of the first floor 2 and the second floor 3, and the U-shaped bolts 10 are sleeved on the surface of the reinforcing steel bar assembly 4 and connect the first floor 2 and the second floor 3 with the supporting plate 6 respectively.
As a technical optimization scheme of the utility model, the steel bar component 4 and the support plate 6 can be further connected by arranging the U-shaped bolt, and the bearing gravity can be shared by the steel bar component 4.
Referring to fig. 1, a connecting plate 11 is disposed on the top of the beam body 1, and the connecting plate 11 is sleeved on the surface of the U-shaped bolt 10 and located on the top of the reinforcing steel bar assembly 4.
As a technical optimization scheme of the utility model, the first floor 2 and the second floor 3 can be connected by arranging the connecting plate 11, so that the connection stability of the first floor and the second floor is improved.
Referring to fig. 3, the surface of the supporting plate 6 is provided with a plurality of adjusting grooves 12, and the adjusting grooves 12 surround and are slidably connected with the surfaces of the U-bolt 10 and the threaded assembly 7.
As a technical optimization scheme of the utility model, the supporting plate 6 can be conveniently installed by a user through the arrangement of the adjusting groove 12.
The working principle and the using process of the utility model are as follows: during the use, at first install extension plate 5 in the bottom of crossbeam body 1 and peg graft first floor 2 and second floor 3 between crossbeam body 1 and backup pad 6 through extension plate 5, after first floor 2 and second floor 3 are pegged graft and are accomplished, connect above-mentioned structure through reinforcing bar subassembly 4 and U type bolt 10 to reach the effect that improves node support stability.
In summary, the following steps: this reinforcing bar truss plate diversion support node structure, through installing extension plate 5 in the bottom of crossbeam body 1 and peg graft first floor 2 and second floor 3 between crossbeam body 1 and backup pad 6 through extension plate 5, can improve the area of contact of first floor 2 and second floor 3 and crossbeam body 1 by a wide margin, it is relatively poor to have solved the effect of being connected of current reinforcing bar truss plate and crossbeam, support stability is relatively weak, the problem that slides appears easily when bearing a burden too high.
It is noted that, herein, relational terms such as first and second, and the like may be used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the utility model, the scope of which is defined in the appended claims and their equivalents.
Claims (6)
1. A steel bar truss plate turning support node structure comprises a beam body (1);
a first floor (2) and a second floor (3) which are positioned at two sides of the beam body (1);
the steel bar assembly (4) is arranged on the tops of the first floor slab (2) and the second floor slab (3);
the method is characterized in that: one side that first floor (2) and second floor (3) are close to crossbeam body (1) all is provided with extension board (5), the internal surface of extension board (5) and the surface contact of crossbeam body (1), the bottom of crossbeam body (1) is provided with backup pad (6), the left side and the right side of backup pad (6) extend to the bottom of first floor (2) and second floor (3) respectively and are located the outside of extension board (5), backup pad (6), extension board (5) and crossbeam body (1) are connected through threaded component (7).
2. The reinforcing truss plate turning support node structure of claim 1, wherein: the inner side of the extension plate (5) is provided with a rubber pad (8) sleeved on the surface of the threaded component (7), and the inner side of the rubber pad (8) is in contact with the surface of the beam body (1).
3. The reinforcing truss plate turning support node structure of claim 1, wherein: the protective pipe is characterized in that a protective pipe (9) sleeved on the surface of the threaded component (7) is arranged inside the beam body (1), and the protective pipe (9) is made of rubber.
4. The reinforcing truss plate turning support node structure of claim 1, wherein: the top of first floor (2) and second floor (3) all is provided with U type bolt (10), U type bolt (10) cover is established on the surface of reinforcing bar subassembly (4) and is connected first floor (2) and second floor (3) and backup pad (6) respectively.
5. The reinforcing truss plate turning support node structure of claim 4, wherein: the top of crossbeam body (1) is provided with connecting plate (11), connecting plate (11) cover is established on the surface of U type bolt (10) and is located the top of reinforcing bar subassembly (4).
6. The reinforcing truss plate turning support node structure of claim 4, wherein: the surface of the supporting plate (6) is provided with a plurality of adjusting grooves (12), and the adjusting grooves (12) surround the surfaces of the U-shaped bolt (10) and the threaded component (7) and are in sliding connection with the U-shaped bolt and the threaded component.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121910418.8U CN215483620U (en) | 2021-08-16 | 2021-08-16 | Rebar truss plate diversion support node structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121910418.8U CN215483620U (en) | 2021-08-16 | 2021-08-16 | Rebar truss plate diversion support node structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN215483620U true CN215483620U (en) | 2022-01-11 |
Family
ID=79759864
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202121910418.8U Expired - Fee Related CN215483620U (en) | 2021-08-16 | 2021-08-16 | Rebar truss plate diversion support node structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN215483620U (en) |
-
2021
- 2021-08-16 CN CN202121910418.8U patent/CN215483620U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20220111 |