CN219450795U - Composite reinforced steel column beam for large-volume concrete bearing platform - Google Patents
Composite reinforced steel column beam for large-volume concrete bearing platform Download PDFInfo
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- CN219450795U CN219450795U CN202320569696.4U CN202320569696U CN219450795U CN 219450795 U CN219450795 U CN 219450795U CN 202320569696 U CN202320569696 U CN 202320569696U CN 219450795 U CN219450795 U CN 219450795U
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- clamping
- bolt
- steel column
- picture peg
- plates
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 40
- 239000010959 steel Substances 0.000 title claims abstract description 40
- 239000002131 composite material Substances 0.000 title claims abstract description 13
- 230000007246 mechanism Effects 0.000 claims description 9
- 230000006978 adaptation Effects 0.000 claims description 3
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 2
- 150000001875 compounds Chemical class 0.000 claims description 2
- 238000009434 installation Methods 0.000 abstract description 7
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- PWHULOQIROXLJO-UHFFFAOYSA-N Manganese Chemical compound [Mn] PWHULOQIROXLJO-UHFFFAOYSA-N 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000001035 drying Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 229910052748 manganese Inorganic materials 0.000 description 1
- 239000011572 manganese Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 238000002444 silanisation Methods 0.000 description 1
- 238000005406 washing Methods 0.000 description 1
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- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model relates to the technical field of steel column beams and discloses a composite reinforced steel column beam for a large-volume concrete bearing platform, which comprises four supporting plates, wherein clamping plates are fixedly arranged on one sides of the four supporting plates, inserting plates are fixedly arranged on the other sides of the four supporting plates, through holes are formed in the inserting plates, the clamping plates are matched with the through holes, sliding grooves are formed in the top wall and the bottom wall of the through holes, sliding blocks are slidably arranged in the sliding grooves, and first bolts are arranged on one sides of the inserting plates; according to the utility model, the four support plates are clamped together through the clamping plates and the plugboards, so that the steel column beam can be rapidly installed and disassembled, the operation mode is simple, the support plates can be disassembled into an independent piece, the transportation is very convenient, the sliding block and the clamping plates can be connected together through the first clamping block and the first clamping groove, the firmness of the sliding block is improved, the sliding block can be driven to prop against the clamping plates forwards through the first bolts, and the convenient installation and disassembly are realized.
Description
Technical Field
The utility model relates to the technical field of steel column beams, in particular to a composite reinforced steel column beam for a large-volume concrete bearing platform.
Background
The steel structure is a structure formed by steel materials, is one of main building structure types, mainly comprises steel beams, steel columns, steel trusses and other components made of steel sections, steel plates and the like, adopts rust removal and rust prevention processes such as silanization, pure manganese phosphating, washing and drying, galvanization and the like, and is connected with each component or part by adopting welding seams, bolts or rivets, so that the self weight of the steel structure is light, the construction is simple, and the steel structure is widely applied to the fields of large-scale plants, venues, super high-rise and the like.
The existing composite reinforced steel column beam connecting structure for the concrete bearing platform generally adopts a screw rod and welding to directly install the steel column beam, but bolts are required to be screwed one by one during installation, then the bolts are welded, the installation steps are complicated, and the steel column beam connecting structure cannot be installed and disassembled rapidly.
Therefore, it is necessary to provide a composite reinforced steel column beam for a large-volume concrete cap to solve the above-mentioned problems.
Disclosure of Invention
The utility model aims to provide a composite reinforced steel column beam for a large-volume concrete bearing platform, which adopts clamping plates and plugboards and has the effect of enabling the steel column beam to be quickly installed and detached.
The technical aim of the utility model is realized by the following technical scheme: the utility model provides a bulky concrete cap is with compound reinforcing steel column roof beam, includes four backup pads, four equal fixed mounting in one side of backup pad has the cardboard, four equal fixed mounting in opposite side of backup pad has the picture peg, be provided with the through-hole on the picture peg, cardboard and through-hole looks adaptation, the roof and the diapire of through-hole all are provided with the spout, sliding mounting has the slider in the spout, one side of picture peg is provided with first bolt, the one end of first bolt runs through the picture peg, first bolt and picture peg threaded connection, one end and the cardboard of first bolt rotate to be connected, one side that the cardboard is close to the slider is provided with a plurality of first draw-in grooves, a plurality of first draw-in groove equidistance distributes in a row, one side that the slider is close to the cardboard is provided with a plurality of first fixture blocks, a plurality of first fixture block equidistance distributes in a row, first fixture block and first draw-in groove looks adaptation, one side of picture peg is provided with two locking mechanical system, two locking mechanical system sets up relatively.
Through adopting above-mentioned technical scheme, through cardboard and picture peg for four backup pad joint are in the same place, enable the steel column roof beam and realize installing fast and dismantle, and operation mode is simple, and a plurality of backup pads all can dismantle into independent piece, and it is also very convenient to transport.
The utility model is further provided with: one end of the first bolt is fixedly provided with a first knob.
By adopting the technical scheme, the first bolt can be screwed more conveniently.
The utility model is further provided with: two second clamping grooves are formed in one side, close to the clamping plate, of the supporting plate relatively, two second clamping grooves are formed in the side, close to the supporting plate, of the inserting plate fixedly provided with second clamping blocks, two second clamping blocks are arranged relatively, and the second clamping blocks are matched with the second clamping grooves.
By adopting the technical scheme, the plugboard and the supporting plate can be connected together.
The utility model is further provided with: and a spiral steel pile is fixedly arranged on one side of the bottom of the supporting plate.
Through adopting above-mentioned technical scheme, can place the opposite side of backup pad at the top of spiral steel pile, fix four backup pads.
The utility model is further provided with: the locking mechanism comprises a second bolt and a second knob, the second bolt penetrates through the inserting plate and the second clamping block, the second bolt is in threaded connection with the inserting plate and the second clamping block, one end of the second bolt is in contact with the side wall of the second clamping groove, and the second knob is fixedly arranged at the other end of the second bolt.
By adopting the technical scheme, the second clamping block can be locked in the second clamping groove.
The utility model is further provided with: two mounting grooves are formed in the supporting plate, and fixing columns are fixedly mounted in the two mounting grooves.
By adopting the technical scheme, the strength of the supporting plate can be increased.
In summary, the utility model has the following beneficial effects: through cardboard and picture peg for four backup pad joint are in the same place, enable steel column roof beam and realize quick installation and dismantlement, and operation mode is simple, and a plurality of backup pads all can dismantle into independent piece, and it is also very convenient to transport, through first fixture block and first draw-in groove, can make slider and cardboard link together, increase the fastness of slider, through first bolt, can drive the slider and support the cardboard forward, realize convenient installation dismantlement.
Drawings
FIG. 1 is a schematic three-dimensional structure of the present utility model;
FIG. 2 is a schematic diagram of a front view structure of the present utility model;
FIG. 3 is a schematic view showing a three-dimensional structure of a support plate according to the present utility model;
FIG. 4 is a schematic three-dimensional structure of a interposer of the present utility model;
FIG. 5 is a schematic view of the three-dimensional structure of the negative chuck and the slider of the present utility model.
In the figure: 1. a support plate; 2. fixing the column; 3. a clamping plate; 4. inserting plate; 5. spiral steel piles; 6. a slide block; 7. a first bolt; 8. a first knob; 9. a second bolt; 10. a second knob; 11. a first clamping groove; 12. a second clamping groove; 13. a second clamping block; 14. a mounting groove; 15. a first clamping block; 16. a chute; 17. and a through hole.
Detailed Description
The present utility model will be further described with reference to the drawings in the embodiments of the present utility model.
Referring to fig. 1 to 5, in the embodiment of the present utility model, a composite reinforced steel column beam for a large-volume concrete bearing platform includes four support plates 1, one sides of the four support plates 1 are fixedly provided with clamping plates 3, the other sides of the four support plates 1 are fixedly provided with inserting plates 4, the inserting plates 4 are provided with through holes 17, the clamping plates 3 are adapted to the through holes 17, top walls and bottom walls of the through holes 17 are provided with sliding grooves 16, sliding blocks 6 are slidably mounted in the sliding grooves 16, one sides of the inserting plates 4 are provided with first bolts 7, one ends of the first bolts 7 penetrate through the inserting plates 4, the first bolts 7 are in threaded connection with the inserting plates 4, one ends of the first bolts 7 are in rotational connection with the clamping plates 3, one sides of the clamping plates 3 close to the sliding blocks 6 are provided with a plurality of first clamping grooves 11, the sliding blocks 6 are equidistantly distributed in a row, one sides of the sliding blocks 6 close to the clamping plates 3 are provided with a plurality of first clamping blocks 15, the plurality of first clamping blocks 15 are equidistantly distributed in a row, one side of the sliding blocks 15 is provided with two locking mechanisms opposite sides of the first clamping blocks 11, and two opposite locking mechanisms are provided with two locking mechanisms; when the clamping plate is used, one side of one supporting plate 1 is placed on a spiral steel pile 5 of the other supporting plate 1, then the clamping plate 3 stretches into a through hole 17 of the plugboard 4, then the first knob 8 is screwed, the first knob 8 drives the sliding block 6 to move forwards to prop against the clamping plate 3, the sliding groove 16 plays a limiting role on the sliding block 6 to prevent the sliding block 6 from rotating along with a bolt, then the first clamping block 15 on the sliding block 6 stretches into a first clamping groove 11 on the side wall of the clamping plate 3, then the second clamping block 13 stretches into a second clamping groove 12, and then the locking mechanism is screwed to lock the second clamping block 13 in the second clamping groove 12; through cardboard 3 and picture peg 4 for four backup pad 1 joint together, enable the steel column roof beam and realize quick installation and dismantlement, operation mode is simple, and a plurality of backup pads 1 all can dismantle into independent piece, and it is also very convenient to transport, can make slider 6 and cardboard 3 link together through first fixture block 15 and first draw-in groove 11, increases slider 6's fastness, through first bolt 7, can drive slider 6 and support cardboard 3 forward, realizes convenient installation dismantlement.
In this embodiment, preferably, the first knob 8 is fixedly mounted at one end of the first bolt 7, so that the first bolt 7 can be screwed more conveniently.
In this embodiment, preferably, two second clamping grooves 12 are relatively disposed on one side of the support plate 1 close to the clamping plate 3, two second clamping grooves 12 are relatively disposed, a second clamping block 13 is fixedly disposed on one side of the plugboard 4 close to the support plate 1, two second clamping blocks 13 are relatively disposed, and the second clamping block 13 is adapted to the second clamping grooves 12, so that the plugboard 4 and the support plate 1 are connected together.
In this embodiment, preferably, a spiral steel pile 5 is fixedly installed on one side of the bottom of the support plate 1, and the other side of the support plate 1 may be placed on top of the spiral steel pile 5 to fix four support plates 1.
Referring to fig. 1 and 2, in the embodiment of the present utility model, the locking mechanism includes a second bolt 9 and a second knob 10, the second bolt 9 penetrates through the insert plate 4 and is connected with the second fixture block 13 by threads, the second bolt 9 is connected with the insert plate 4 and the second fixture block 13 by threads, one end of the second bolt 9 contacts with a side wall of the second fixture groove 12, and the second knob 10 is fixedly mounted at the other end of the second bolt 9, so that the second fixture block 13 can be locked in the second fixture groove 12.
In this embodiment, preferably, two mounting grooves 14 are provided on the support plate 1, two fixing columns 2 are fixedly installed in the two mounting grooves 14, and the fixing columns 2 are made of Q460 steel, so that the strength of the support plate 1 can be increased.
Working principle: when the clamping plate is used, one side of one supporting plate 1 is placed on the spiral steel pile 5 of the other supporting plate 1, then the clamping plate 3 stretches into the through hole 17 of the inserting plate 4, then the first knob 8 is screwed, the first knob 8 drives the sliding block 6 to move forwards to abut against the clamping plate 3, the sliding groove 16 plays a limiting role on the sliding block 6 to prevent the sliding block 6 from rotating along with the bolt, the first clamping block 15 on the sliding block 6 stretches into the first clamping groove 11 on the side wall of the clamping plate 3, the second clamping block 13 stretches into the second clamping groove 12, and then the locking mechanism is screwed to lock the second clamping block 13 in the second clamping groove 12.
The foregoing description is only of the preferred embodiments of the utility model, and all changes and modifications that come within the meaning and range of equivalency of the structures, features and principles of the utility model are therefore intended to be embraced therein.
Claims (6)
1. The utility model provides a bulky concrete cap is with compound reinforcing steel column roof beam, includes four backup pads (1), its characterized in that: four equal fixed mounting in one side of backup pad (1) has picture peg (3), four equal fixed mounting in the opposite side of backup pad (1) has picture peg (4), be provided with through-hole (17) on picture peg (4), picture peg (3) and through-hole (17) looks adaptation, roof and diapire of through-hole (17) all are provided with spout (16), slidable mounting has slider (6) in spout (16), one side of picture peg (4) is provided with first bolt (7), the one end of first bolt (7) runs through picture peg (4), first bolt (7) and picture peg (4) threaded connection, one end and picture peg (3) swivelling joint of first bolt (7), one side that picture peg (3) are close to slider (6) is provided with a plurality of first draw-in groove (11), a plurality of first draw-in groove (11) equidistance distributes in one side that slider (6) are close to picture peg (3) is provided with a plurality of first fixture blocks (15), a plurality of first fixture blocks (15) are arranged in one side that first draw-in groove (15) is provided with two relative lock mechanism (4) looks.
2. The composite reinforced steel column beam for a large-volume concrete cap according to claim 1, wherein: one end of the first bolt (7) is fixedly provided with a first knob (8).
3. The composite reinforced steel column beam for a large-volume concrete cap according to claim 1, wherein: two second clamping grooves (12) are formed in one side, close to the clamping plate (3), of the supporting plate (1) in a relative mode, two second clamping grooves (12) are formed in the opposite mode, second clamping blocks (13) are fixedly arranged on one side, close to the supporting plate (1), of the inserting plate (4), the two second clamping blocks (13) are arranged in a relative mode, and the second clamping blocks (13) are matched with the second clamping grooves (12).
4. A composite reinforced steel column beam for a bulk concrete cap according to claim 3, wherein: one side of the bottom of the supporting plate (1) is fixedly provided with a spiral steel pile (5).
5. The composite reinforced steel column beam for a large-volume concrete cap according to claim 1, wherein: the locking mechanism comprises a second bolt (9) and a second knob (10), the second bolt (9) penetrates through the inserting plate (4) and the second clamping block (13), the second bolt (9) is in threaded connection with the inserting plate (4) and the second clamping block (13), one end of the second bolt (9) is in contact with the side wall of the second clamping groove (12), and the second knob (10) is fixedly arranged at the other end of the second bolt (9).
6. A composite reinforced steel column beam for a bulk concrete cap according to claim 3, wherein: two mounting grooves (14) are formed in the supporting plate (1), and fixing columns (2) are fixedly mounted in the two mounting grooves (14).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320569696.4U CN219450795U (en) | 2023-03-17 | 2023-03-17 | Composite reinforced steel column beam for large-volume concrete bearing platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320569696.4U CN219450795U (en) | 2023-03-17 | 2023-03-17 | Composite reinforced steel column beam for large-volume concrete bearing platform |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219450795U true CN219450795U (en) | 2023-08-01 |
Family
ID=87419902
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202320569696.4U Active CN219450795U (en) | 2023-03-17 | 2023-03-17 | Composite reinforced steel column beam for large-volume concrete bearing platform |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219450795U (en) |
-
2023
- 2023-03-17 CN CN202320569696.4U patent/CN219450795U/en active Active
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of utility model: A composite reinforced steel column beam for large volume concrete cap Effective date of registration: 20231113 Granted publication date: 20230801 Pledgee: Bank of China Limited Liangshan sub branch Pledgor: Shandong Xinghua Steel Structure Co.,Ltd. Registration number: Y2023980065229 |
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| PE01 | Entry into force of the registration of the contract for pledge of patent right |