CN209323703U - Girder steel embedded part with reinforcement structure - Google Patents
Girder steel embedded part with reinforcement structure Download PDFInfo
- Publication number
- CN209323703U CN209323703U CN201821841324.8U CN201821841324U CN209323703U CN 209323703 U CN209323703 U CN 209323703U CN 201821841324 U CN201821841324 U CN 201821841324U CN 209323703 U CN209323703 U CN 209323703U
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- Prior art keywords
- embedded
- plate
- connection
- girder steel
- reinforcement structure
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 26
- 239000010959 steel Substances 0.000 title claims abstract description 26
- 230000002787 reinforcement Effects 0.000 title claims abstract description 18
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 34
- 239000012790 adhesive layer Substances 0.000 claims description 4
- 230000010412 perfusion Effects 0.000 description 4
- 238000005266 casting Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000010410 layer Substances 0.000 description 2
- 238000013475 authorization Methods 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000000354 decomposition reaction Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 230000007704 transition Effects 0.000 description 1
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- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model relates to a kind of girder steel embedded part with reinforcement structure, is related to the technical field of girder steel embedded part, including two embedded boards and several reinforcing bars being arranged between two embedded boards, the both ends of the reinforcing bar are fixedly connected with two embedded boards respectively；Reinforced hole is offered on the embedded board, is provided with connector between the reinforced hole；The side that the embedded board is located remotely from each other is provided with abutting plate, and the area for abutting plate is greater than the area of reinforced hole；The end of the connector is abutted with plate rotation connection, the abutting plate is abutted with embedded board；Connector connects the abutting plate on embedded board, so that abutting plate be made to abut with embedded board, consequently facilitating reinforcing the connection between two embedded boards, the intensity after concrete has been poured consequently facilitating increasing, consequently facilitating the connection between built-in fitting and concrete wall.
Description
Technical field
The utility model relates to the technical fields of girder steel embedded part, bury more particularly, to a kind of girder steel with reinforcement structure
Part.
Background technique
Steel-concrete Composite system is a kind of more satisfactory Lateral Resistant System at present, combines armored concrete
The advantages of structure and steel construction.
It is CN206784691U Chinese utility model patent that existing patent, which can refer to Authorization Notice No., which disclose
A kind of Low background laboratory top support structure, positioned at the lower section of top shield layer, including steel channel beam, steel I-beam, Yi Jiyong
In the wall body built-in fitting of fixed support structure, steel channel beam is arranged in wall surrounding and is fixedly connected with wall body built-in fitting, I-steel
Beam is arranged in intermediate position and is connected with each other with built-in fitting by transition piece；Equivalent make up shielding is equipped on steel channel beam
Layer.
Prior art among the above has the following deficiencies: that reinforcing bar is easy under the pulling force effect of girder steel from concrete walls
It is drawn out in plate, the connection between built-in fitting and concrete wall is built on the sand.
Utility model content
The purpose of the utility model is to provide a kind of girder steel embedded part with reinforcement structure, its advantage is that girder steel can be increased
Connection between embedded part and the concrete poured.
The above-mentioned purpose of utility model of the utility model has the technical scheme that
A kind of girder steel embedded part with reinforcement structure, if including two embedded boards and being arranged between two embedded boards
Dry reinforcing bar, the both ends of the reinforcing bar are fixedly connected with two embedded boards respectively；
Reinforced hole is offered on the embedded board, is provided with connector between the reinforced hole；
The side that the embedded board is located remotely from each other is provided with abutting plate, and the area for abutting plate is greater than the face of reinforced hole
Product；
The end of the connector is abutted with plate rotation connection, the abutting plate is abutted with embedded board.
By using above-mentioned technical proposal, connector connects the abutting plate on embedded board, to make to abut plate and embedded board
It abuts, consequently facilitating reinforcing the connection between two embedded boards, the intensity after concrete has been poured consequently facilitating increasing, thus just
Connection between built-in fitting and concrete wall.
The utility model is further arranged to: the connector include connecting column and connection sleeve, the connecting column with
Connection sleeve is threadedly engaged；
The one end of the connecting column far from connection sleeve abuts plate rotation connection with one of, and the connection sleeve is separate
One end of connecting column abuts plate rotation connection with another.
It by using above-mentioned technical proposal, connects sleeve and is threadedly coupled with connecting column, consequently facilitating adjusting two abutting plates
The distance between, consequently facilitating reinforcing the connection between two embedded boards, to improve between built-in fitting and concrete wall
Connection.
The utility model is further arranged to: the abutting plate is connected with reinforcing prop close to the side of embedded board, described pre-
The inserting groove for reinforcing prop grafting is offered on buried plate.
By using above-mentioned technical proposal, after abutting plate is abutted with embedded board, abut on the reinforcing prop and embedded board on plate
Inserting groove grafting, consequently facilitating reinforce embedded board with abuts the connection between plate, consequently facilitating reinforcement two embedded boards between
Connection, consequently facilitating improving the connection between built-in fitting and concrete wall.
The utility model is further arranged to: the connecting column is connected with reinforcing rod close to the side wall for abutting plate.
By using above-mentioned technical proposal, reinforcing rod is set on connecting column, on the one hand can be convenient for rotation connection column, thus
Convenient for connecting column and the connection for connecting sleeve, on the other hand after the completion of pouring, convenient for reinforcement built-in fitting and concrete wall
Connection.
The utility model is further arranged to: offering threaded hole, the connection sleeve on the side wall of the connection sleeve
Threaded hole on be threadedly engaged guide post.
By using above-mentioned technical proposal, the rotation that the guide post on sleeve can be convenient for connection sleeve is connected, consequently facilitating
The distance between two abutting plates are adjusted, consequently facilitating reinforcing the distance between two embedded boards, consequently facilitating reinforcing built-in fitting
With the connection of concrete wall.
The utility model is further arranged to: the embedded board is connected with cushion block, the abutting close to the side for abutting plate
The holding tank placed for cushion block is offered on plate.
By using above-mentioned technical proposal, the cushion block on embedded board is placed in the holding tank abutted on plate, consequently facilitating
Reinforce embedded board with abuts the connection between plate, consequently facilitating the connection between two embedded boards, consequently facilitating built-in fitting with mix
Connection between solidifying cob wall body.
The utility model is further arranged to: the side wall of the connection sleeve is connected with several protrusions.
By using above-mentioned technical proposal, the contact area of connection sleeve can be increased by connecting the protrusion on sleeve, thus
Convenient for the connection after casting concrete with concrete wall, consequently facilitating the connection between built-in fitting and concrete wall.
The utility model is further arranged to: the abutting plate is provided with adhesive layer close to the side of embedded board.
By using above-mentioned technical proposal, the adhesive layer abutted on plate is Nian Jie with embedded board, consequently facilitating abut plate in advance
Connection between buried plate, consequently facilitating the connection between built-in fitting and concrete wall.
In conclusion the advantageous effects of the utility model are as follows:
1. connector connects the abutting plate on embedded board, to make abutting plate abut with embedded board, consequently facilitating reinforcing two
Connection between a embedded board has poured the intensity after concrete consequently facilitating increasing, consequently facilitating built-in fitting and concrete walls
Connection between body；
2. connection sleeve is threadedly coupled with connecting column, consequently facilitating the distance between two abutting plates are adjusted, consequently facilitating
Reinforce the connection between two embedded boards, to improve the connection between built-in fitting and concrete wall；
3. the inserting groove grafting on the reinforcing prop and embedded board on plate is abutted, thus just after abutting plate is abutted with embedded board
In reinforce embedded board with abuts the connection between plate, consequently facilitating reinforce two embedded boards between connection, consequently facilitating raising
Connection between built-in fitting and concrete wall.
Detailed description of the invention
Fig. 1 is the overall schematic for embodying the present embodiment；
Fig. 2 is the decomposition diagram for embodying the present embodiment；
Fig. 3 is the schematic diagram for embodying reinforcing rod.
In figure, 1, embedded board；11, reinforced hole；12, cushion block；2, reinforcing bar；3, connector；31, connecting column；32, connector sleeve
Cylinder；33, reinforcing rod；34, link block；35, guide post；36, raised；4, plate is abutted；41, reinforcing prop；42, holding tank.
Specific embodiment
The utility model is described in further detail below in conjunction with attached drawing.
It referring to Fig.1, is a kind of girder steel embedded part with reinforcement structure disclosed by the utility model, including two embedded boards 1
And the reinforcing bar 2 between two embedded boards 1 is set；The both ends of reinforcing bar 2 are fixedly connected with embedded board 1.
Reinforced hole 11 is offered on embedded board 1, reinforced hole 11 is connected to the top of embedded board 1；It is located remotely from each other between embedded board 1
Side be provided with abut plate 4, abut plate 4 area be greater than reinforced hole 11 area；Embedded board 1 is close to the side for abutting plate 4
It is connected with cushion block 12, abuts the holding tank 42 for offering on plate 4 and placing for cushion block 12, plate 4 is abutted and is abutted with embedded board 1；It abuts
Plate 4 is connected with reinforcing prop 41 close to the side of cushion block 12, and the inserting groove with 41 grafting of reinforcing prop is offered on cushion block 12；Abut plate
4 are provided with adhesive layer close to the side of cushion block 12.
Abut and be provided with connector 3 between plate 4, connector 3 include connecting column 31 and with connect sleeve 32, connecting column 31
On be provided with screw thread, connecting column 31 is threadedly coupled with sleeve 32 is connect；Connecting column 31 is rotatablely connected with one of plate 4 that abuts,
Connection sleeve 32 abuts the rotation connection of plate 4 with another.
After abutting plate 4 is abutted with embedded board 1, the cushion block 12 on embedded board 1 is located in the holding tank 42 abutted on plate 4, and
Abut the inserting groove grafting on the reinforcing prop 41 and cushion block 12 on plate 4；Connecting column 31 is threadedly coupled with sleeve 32 is connect, to adjust
The distance between two abutting plates 4 are saved, consequently facilitating reinforce the connection between two embedded boards 1, thus after concrete perfusion,
Convenient for improving the intensity after concrete perfusion.
The side wall of connecting column 31 is connected with reinforcing rod 33 at abutting plate 4, connects and offers spiral shell on the side wall of sleeve 32
The threaded hole screw-internal thread fit of pit, connection sleeve 32 has guide post 35；By rotation reinforcing rod 33 and guide post 35, consequently facilitating turning
Dynamic connecting column 31 and connection sleeve 32, consequently facilitating the distance between two abutting plates 4 are adjusted, consequently facilitating reinforcement two is pre-buried
Connection between plate 1.
Connect and be connected with several raised 36 on the side wall of sleeve 32, the section of protrusion 36 be it is trapezoidal, and raised 36 sections compared with
Big side is connected with sleeve 32 is connect；Protrusion 36 on connection sleeve 32 can increase the contact area of connection sleeve 32, from
And after concrete perfusion, the connection of connection sleeve 32 and concrete can be increased, consequently facilitating after increasing casting concrete
Intensity, consequently facilitating using.
The implementation principle of the present embodiment are as follows: when installation, plate 4 will be abutted and be placed on the side that embedded board 1 is equipped with cushion block 12, and
It is threadedly coupled connecting column 31 with sleeve 32 is connect, so that the distance between two abutting plates 4 are adjusted, to make to abut on plate 4
Reinforcing prop 41 and cushion block 12 on spliced eye grafting, until embedded board 1 on cushion block 12 be located at abut plate 4 on holding tank 42
It is interior；To concrete perfusion between two embedded boards 1, consequently facilitating increasing girder steel embedded part bonding strength.
The embodiment of present embodiment is the preferred embodiment of the utility model, and not limitation is originally practical new according to this
The protection scope of type, therefore: the equivalence changes that all structures, shape, principle according to the utility model are done should all be covered by practical
Within novel protection scope.
Claims (8)
1. a kind of girder steel embedded part with reinforcement structure, it is characterised in that: pre- at two including two embedded boards (1) and setting
Several reinforcing bars (2) between buried plate (1), the both ends of the reinforcing bar (2) are fixedly connected with two embedded boards (1) respectively；
It is offered reinforced hole (11) on the embedded board (1), is provided with connector (3) between the reinforced hole (11)；
The side that the embedded board (1) is located remotely from each other, which is provided with, abuts plate (4), and the area for abutting plate (4) is greater than reinforced hole
(11) area；
The end of the connector (3) is abutted with plate (4) rotation connection, the abutting plate (4) is abutted with embedded board (1).
2. the girder steel embedded part according to claim 1 with reinforcement structure, it is characterised in that: the connector (3) includes
Connecting column (31) and connection sleeve (32), the connecting column (31) are threadedly engaged with sleeve (32) is connect；
The one end of the connecting column (31) far from connection sleeve (32) abuts plate (4) rotation connection, the connection with one of
Sleeve (32) abuts plate (4) rotation connection with another far from the one end of connecting column (31).
3. the girder steel embedded part according to claim 1 with reinforcement structure, it is characterised in that: the abutting plate (4) is close
The side of embedded board (1) is connected with reinforcing prop (41), and the grafting for reinforcing prop (41) grafting is offered on the embedded board (1)
Slot.
4. the girder steel embedded part according to claim 2 with reinforcement structure, it is characterised in that: the connecting column (31) is close
The side wall for abutting plate (4) is connected with reinforcing rod (33).
5. the girder steel embedded part according to claim 2 with reinforcement structure, it is characterised in that: connection sleeve (32)
Threaded hole is offered on side wall, has been threadedly engaged guide post (35) on the threaded hole of connection sleeve (32).
6. the girder steel embedded part according to claim 1 with reinforcement structure, it is characterised in that: the embedded board (1) is close
The side for abutting plate (4) is connected with cushion block (12), described to abut the holding tank for offering on plate (4) and placing for cushion block (12)
(42).
7. the girder steel embedded part according to claim 2 with reinforcement structure, it is characterised in that: connection sleeve (32)
Side wall is connected with several raised (36).
8. the girder steel embedded part according to claim 1 with reinforcement structure, it is characterised in that: the abutting plate (4) is close
The side of embedded board (1) is provided with adhesive layer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821841324.8U CN209323703U (en) | 2018-11-08 | 2018-11-08 | Girder steel embedded part with reinforcement structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821841324.8U CN209323703U (en) | 2018-11-08 | 2018-11-08 | Girder steel embedded part with reinforcement structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209323703U true CN209323703U (en) | 2019-08-30 |
Family
ID=67709811
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821841324.8U Expired - Fee Related CN209323703U (en) | 2018-11-08 | 2018-11-08 | Girder steel embedded part with reinforcement structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209323703U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111980170A (en) * | 2020-08-12 | 2020-11-24 | 鹏程建设集团有限公司 | External connecting component embedded in concrete and using method thereof |
-
2018
- 2018-11-08 CN CN201821841324.8U patent/CN209323703U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111980170A (en) * | 2020-08-12 | 2020-11-24 | 鹏程建设集团有限公司 | External connecting component embedded in concrete and using method thereof |
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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: 20190830 |