CN209323705U - Girder steel embedded part - Google Patents
Girder steel embedded part Download PDFInfo
- Publication number
- CN209323705U CN209323705U CN201821848635.7U CN201821848635U CN209323705U CN 209323705 U CN209323705 U CN 209323705U CN 201821848635 U CN201821848635 U CN 201821848635U CN 209323705 U CN209323705 U CN 209323705U
- Authority
- CN
- China
- Prior art keywords
- girder steel
- embedded
- embedded board
- concrete wall
- embedded part
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 63
- 239000010959 steel Substances 0.000 title claims abstract description 63
- 239000004567 concrete Substances 0.000 claims abstract description 59
- 230000002787 reinforcement Effects 0.000 claims abstract description 33
- 239000007787 solid Substances 0.000 claims 2
- 230000003014 reinforcing effect Effects 0.000 description 21
- 230000000903 blocking effect Effects 0.000 description 3
- 238000000034 method Methods 0.000 description 2
- 238000005266 casting Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
Abstract
The utility model discloses a kind of girder steel embedded parts, it is related to a kind of building element, solve the problems, such as that existing girder steel built-in fitting is easy to be detached from from concrete wall when girder steel is shaken with biggish pressure, its key points of the technical solution are that including the embedded board being arranged in rectangle, being fixedly connected on four spiral reinforcements of embedded board Transducers Embedded in Concrete wall side and be fixedly connected on two baffles that spiral reinforcement deviates from embedded board one end；The length direction of two baffles is reversely parallel to each other with two diagonal lines of embedded board respectively, intersect and be fixed together in the middle position of two baffles, the both ends of baffle are fixed together with two spiral reinforcements away from one end of embedded board respectively, by the way that steel plate is arranged, so that concrete wall stops baffle, so that girder steel embedded part is not easy to be detached from concrete wall, the contact area of spiral reinforcement and concrete wall increases, to increase the stability that spiral reinforcement is connect with concrete wall.
Description
Technical field
The utility model relates to a kind of building elements, more specifically, it is related to a kind of girder steel embedded part.
Background technique
In construction, the connection between girder steel and concrete wall is all by being embedded in advance among concrete
Built-in fitting, then welds bracket before installing girder steel on built-in fitting, only needed when girder steel is installed by by girder steel with
Bracket connection.
It is a kind of built-in fitting referring to attached drawing 1, including being in the steel plate 1 of rectangle setting, point for being fixedly connected on 1 side of steel plate
Reinforcing bar 11 that Wei Yu be 1 four jiaos of steel plate and it is fixedly connected on the Reinforced hook 12 that reinforcing bar 11 deviates from 1 one end of steel plate.Concrete wall
Steel plate 1 is embedded into concrete close to the side of reinforcing bar 11, reinforcing bar 11 and Reinforced hook 12 in casting, then in steel plate 1
Bracket is welded away from 11 side of reinforcing bar, girder steel and bracket are attached.
Connection between traditional this connection type reinforcing bar 11 and Reinforced hook 12 and concrete wall built on the sand, in girder steel
In the case where being shaken or being biggish pressure, reinforcing bar 11 and Reinforced hook 12 are easy to take off in concrete wall
From needing a kind of in the case where girder steel is shaken either larger pressure to be not easy to fall off from concrete wall now
Girder steel built-in fitting.
Utility model content
In view of the deficienciess of the prior art, the purpose of this utility model is to provide a kind of girder steel embedded part, by setting
Steel plate is set, so that concrete wall stops baffle, so that girder steel embedded part is not easy to take off in concrete wall
From, the contact area of spiral reinforcement and concrete wall increases, thus increase spiral reinforcement connect with concrete wall it is steady
Solidity.
To achieve the above object, the utility model provides following technical solution: a kind of girder steel embedded part, including sets in rectangle
The embedded board set is fixedly connected on four spiral reinforcements of embedded board Transducers Embedded in Concrete wall side and is fixedly connected on spiral
Reinforcing bar deviates from two baffles of embedded board one end；
Spiral reinforcement is located at position of the embedded board close to quadrangle, the length direction of two baffles respectively with embedded board two
Diagonal line is reversely parallel to each other, and the middle positions of two baffles is intersected and is fixed together, and the both ends of baffle are respectively with two
Spiral reinforcement is fixed together away from one end of embedded board.
By using above-mentioned technical proposal, the contact area between spiral reinforcement and concrete wall is greater than straight reinforcing bar and mixes
Contact area between solidifying cob wall body, so that the stability connected between spiral reinforcement and concrete wall is increased, so that spiral shell
Rotation reinforcing bar is not easy to be detached from from concrete wall, by the way that baffle is arranged, by concrete walls when baffle is displaced outwardly
The blocking of body, so that reinforcing bar embedded part is more not easy to be detached from concrete wall.
The utility model is further arranged to: the embedded board is provided with two auxiliary bars close to the side of baffle, auxiliary
Reinforcing bar is vertically arranged, and one end close to each other with two baffles is fixed together respectively at the both ends of auxiliary bar.
By using above-mentioned technical proposal, girder steel embedded part reinforcing bar when subjected to tension is enabled to by the way that vertical reinforcement is arranged
Concrete can stop vertical reinforcement, so that girder steel built-in fitting is more not easy to be detached from concrete wall.
The utility model is further arranged to: the auxiliary bar is arranged in the shape of a spiral.
By using above-mentioned technical proposal, auxiliary bar is arranged in the shape of a spiral to be increased between reinforcing bar and concrete
Contact area, so that reinforcing bar embedded part is more not easy to be detached from concrete wall.
The utility model is further arranged to: the embedded board is provided with two horizontally disposed cross close to the side of baffle
Bar, the both ends positioned at the cross bar at top are fixed together with top one end of two baffles respectively, the cross bar positioned at bottom
Bottom end of the both ends respectively with two baffles is fixed together.
By using above-mentioned technical proposal, girder steel embedded part reinforced concrete when subjected to tension is enabled to by the way that cross bar is arranged
Soil can stop cross bar, so that girder steel built-in fitting is more not easy to be detached from concrete wall.
The utility model is further arranged to: the cross bar is fixedly connected with several long along cross bar away from the side of embedded board
Spend the coupler body of direction arrangement.
By using above-mentioned technical proposal, by the way that coupler body is arranged concrete panel increases the resistance of cross bar, make
Girder steel embedded part is obtained more to be not easy to be detached from concrete wall.
The utility model is further arranged to: the embedded board bottom is fixedly connected with away from the side of baffle for steel
The support plate that beam is supported.
By using above-mentioned technical proposal, support plate can be supported girder steel, increase between girder steel embedded part and girder steel
The stability of connection.
The utility model is further arranged to: the support plate is fixedly connected with horizontally disposed company close to the side of baffle
Fishplate bar.
By using above-mentioned technical proposal, connecting plate is embedded into concrete, and connecting plate and the fixed company of support plate
It is connected together, so that the stability connected between connecting plate and concrete wall is increased, so that support plate can be more preferable
Girder steel is supported.
The utility model is further arranged to: the side at the top of the connecting plate away from embedded board is fixedly connected with several add
Strong plate.
By using above-mentioned technical proposal, when subjected to tension, concrete wall can carry out stiffening plate reinforcing bar embedded part
Stop, so that reinforcing bar embedded part is more not easy to be detached from concrete wall.
The utility model is further arranged to: the stiffening plate is arranged in arc-shaped and the axis of stiffening plate is located at reinforcement
Plate is close to embedded board side.
By using above-mentioned technical proposal, the stiffening plate of arc-shaped setting increases concrete wall to the resistance of stiffening plate
Greatly, so that reinforcing bar embedded part is more not easy to be detached from concrete wall.
The utility model is further arranged to: offering several grooves at the top of the connecting plate.
Connecing between concrete wall and connecting plate can be increased by the way that groove is arranged by using above-mentioned technical proposal
Contacting surface product so that connecting plate is not easy to be detached from mixed mud wall so that girder steel embedded part be more not easy from
It is detached from concrete wall.
In conclusion the utility model has the advantages that compared with the prior art
1, the utility model is by setting spiral reinforcement and baffle, so that concrete wall stops baffle, thus
So that girder steel embedded part is not easy to be detached from concrete wall, the contact area of spiral reinforcement and concrete wall increases, from
And increase the stability that spiral reinforcement is connect with concrete wall；
2, the utility model enables girder steel embedded part preferably to prop up girder steel by setting support plate and connecting plate
Support.
Detailed description of the invention
Fig. 1 is the axonometric drawing of the complete structure of background technique；
Fig. 2 is the axonometric drawing of the complete structure of embodiment.
In figure: 1, steel plate；11, reinforcing bar；12, Reinforced hook；2, embedded board；3, spiral reinforcement；4, baffle；5, auxiliary bar；
6, cross bar；61, coupler body；7, support plate；8, connecting plate；81, groove；9, stiffening plate.
Specific embodiment
The utility model is described in further detail with reference to the accompanying drawing.The wherein identical attached drawing of identical components
Label indicates.It should be noted that word "front", "rear" used in the following description, "left", "right", "up" and "down" refer to
It is the direction in attached drawing, word " bottom surface " and " top surface ", "inner" and "outside" are referred respectively to towards or away from particular elements geometry
The direction at center.
Embodiment: a kind of girder steel embedded part, referring to attached drawing 2, including in rectangle setting embedded board 2, be fixedly connected on it is pre-buried
Four spiral reinforcements 3 of 2 Transducers Embedded in Concrete wall side of plate are fixedly connected on two gears that spiral reinforcement 3 deviates from 2 one end of embedded board
Plate 4, be fixedly connected on 2 bottom of embedded board away from 4 side of baffle support plate 7, be fixedly connected on support plate 7 close to baffle 4 one
The connecting plate 8 of side and the stiffening plate 9 being fixedly connected on 8 top surface of connecting plate.It is close that spiral reinforcement 3 is located at embedded board 2
The position of quadrangle, the length direction of two baffles 4 are reversely parallel to each other with two diagonal lines of embedded board 2 respectively, the centre of two baffles 4
Position is intersected and is fixed together, and the both ends of baffle 4 are fixed with two spiral reinforcements 3 away from one end of embedded board 2 respectively
It links together.
Spiral reinforcement 3 increases the contact area with concrete wall compared with straight reinforcing bar, and concrete wall can
Blocking is generated to spiral reinforcement 3, so that spiral reinforcement 3 is not easy to be detached from concrete wall；Girder steel embedded part by
When to pulling force, concrete wall can be applied to 4 resistance of baffle, so that girder steel embedded part is not easy to take off in concrete wall
From.Connecting plate 8 is embedded into concrete, and top surface and the girder steel of support plate 7 contact with each other, in the common of connecting plate 8 and support plate 7
Girder steel can be supported under effect.
Referring to attached drawing 2, the embedded board 2 is provided with two auxiliary bars 5 close to the side of baffle 4, and auxiliary bar 5 is set vertically
It sets, one end close to each other with two baffles 4 is fixed together respectively at the both ends of auxiliary bar 5, and auxiliary bar 5 is in the shape of a spiral
Setting.The embedded board 2 is provided with two horizontally disposed cross bars 6 close to the side of baffle 4, positioned at the both ends of the cross bar 6 at top
Top one end with two baffles 4 is fixed together respectively, positioned at the both ends bottom with two baffles 4 respectively of the cross bar 6 of bottom
Portion one end is fixed together.Cross bar 6 is all fixedly connected with several coupler bodies 61 away from the side of embedded board 2, and coupler body 61 is in cross
Length direction on bar 6 along cross bar 6 is uniformly arranged.In girder steel embedded part under tension, concrete wall can be to cross bar 6, hook
Body 61 and auxiliary bar 5 apply resistance, so that girder steel embedded part is more not easy to be detached from concrete wall.
Referring to attached drawing 2, the top of connecting plate 8 offers several grooves 81, increases between concrete wall and connecting plate 8
Contact area so that connecting plate 8 is not easy to be detached from concrete wall.Stiffening plate 9, which is located at the top of connecting plate 8, carries on the back
Side from embedded board 2, and length direction of the stiffening plate 9 on embedded board 2 along cross bar 6 is uniformly distributed.Stiffening plate 9 is in circular arc
The axis of shape setting and stiffening plate 9 is located at stiffening plate 9 close to 2 side of embedded board.
The working principle of girder steel embedded part when in use is as follows, and spiral reinforcement 3 increases compared with straight reinforcing bar and concrete
The contact area of wall, and concrete wall can generate blocking to spiral reinforcement 3, so that spiral reinforcement 3 is not easy
It is detached from concrete wall；When girder steel embedded part is by outside pulling force, concrete wall can be to baffle 4, auxiliary steel
Muscle 5, cross bar 6, coupler body 61 and stiffening plate 9 apply resistance, so that girder steel embedded part is not easy to be detached from concrete wall.
The above is only the preferred embodiment of the utility model, and the protection scope of the utility model is not limited merely to
Above-described embodiment, technical solution belonging to the idea of the present invention belong to the protection scope of the utility model.It should refer to
Out, for those skilled in the art, it is without departing from the principle of the utility model it is several improvement and
Retouching, these improvements and modifications also should be regarded as the protection scope of the utility model.
Claims (10)
1. a kind of girder steel embedded part, it is characterised in that: including in rectangle setting embedded board (2), be fixedly connected on embedded board (2) and bury
Enter four spiral reinforcements (3) of concrete wall side and is fixedly connected on spiral reinforcement (3) away from embedded board (2) one end
Two baffles (4)；
Spiral reinforcement (3) be located at embedded board (2) close to quadrangle position, the length direction of two baffles (4) respectively with it is pre-buried
Two diagonal lines of plate (2) are reversely parallel to each other, and the middle position of two baffles (4) is intersected and is fixed together, baffle (4)
Both ends be fixed together respectively with two spiral reinforcements (3) away from the one end of embedded board (2).
2. girder steel embedded part according to claim 1, it is characterised in that: the embedded board (2) sets close to the side of baffle (4)
It is equipped with two auxiliary bars (5), auxiliary bar (5) is vertically arranged, and the both ends of auxiliary bar (5) are mutually leaned on two baffles (4) respectively
Close one end is fixed together.
3. girder steel embedded part according to claim 2, it is characterised in that: the auxiliary bar (5) is arranged in the shape of a spiral.
4. girder steel embedded part according to claim 1, it is characterised in that: the embedded board (2) sets close to the side of baffle (4)
Two horizontally disposed cross bars (6) are equipped with, top one end respectively with two baffles (4) of both ends positioned at the cross bar (6) at top is fixed
It links together, bottom end of the both ends respectively with two baffles (4) positioned at the cross bar (6) of bottom is fixed together.
5. girder steel embedded part according to claim 4, it is characterised in that: the cross bar (6) is solid away from the side of embedded board (2)
Surely several coupler bodies (61) along the arrangement of cross bar (6) length direction are connected with.
6. girder steel embedded part according to claim 1, it is characterised in that: embedded board (2) bottom deviates from the one of baffle (4)
Side is fixedly connected with the support plate (7) for being supported to girder steel.
7. girder steel embedded part according to claim 6, it is characterised in that: the support plate (7) is solid close to the side of baffle (4)
Surely horizontally disposed connecting plate (8) are connected with.
8. girder steel embedded part according to claim 7, it is characterised in that: away from embedded board (2) at the top of the connecting plate (8)
Side is fixedly connected with several stiffening plates (9).
9. girder steel embedded part according to claim 8, it is characterised in that: the stiffening plate (9) is arranged and adds in arc-shaped
The axis of strong plate (9) is located at stiffening plate (9) close to embedded board (2) side.
10. girder steel embedded part according to claim 7, it is characterised in that: offer several grooves at the top of the connecting plate (8)
(81)。
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821848635.7U CN209323705U (en) | 2018-11-08 | 2018-11-08 | Girder steel embedded part |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821848635.7U CN209323705U (en) | 2018-11-08 | 2018-11-08 | Girder steel embedded part |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209323705U true CN209323705U (en) | 2019-08-30 |
Family
ID=67709982
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821848635.7U Expired - Fee Related CN209323705U (en) | 2018-11-08 | 2018-11-08 | Girder steel embedded part |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209323705U (en) |
-
2018
- 2018-11-08 CN CN201821848635.7U patent/CN209323705U/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 |
Granted publication date: 20190830 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |