CN209323704U - Girder steel embedded part connecting node - Google Patents
Girder steel embedded part connecting node Download PDFInfo
- Publication number
- CN209323704U CN209323704U CN201821841325.2U CN201821841325U CN209323704U CN 209323704 U CN209323704 U CN 209323704U CN 201821841325 U CN201821841325 U CN 201821841325U CN 209323704 U CN209323704 U CN 209323704U
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- CN
- China
- Prior art keywords
- steel
- block
- embedded board
- embedded
- grafting
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- 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 128
- 239000010959 steel Substances 0.000 title claims abstract description 128
- 230000002787 reinforcement Effects 0.000 claims description 33
- 230000003014 reinforcing effect Effects 0.000 claims description 15
- 239000012790 adhesive layer Substances 0.000 claims description 4
- 238000005266 casting Methods 0.000 abstract description 3
- 238000010586 diagram Methods 0.000 description 2
- 238000003780 insertion Methods 0.000 description 2
- 230000037431 insertion Effects 0.000 description 2
- 238000005728 strengthening Methods 0.000 description 2
- 238000013475 authorization Methods 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
Abstract
The utility model relates to a kind of girder steel embedded part connecting nodes, are related to the technical field of girder steel embedded part, including embedded board and I-steel, and one end of the I-steel is abutted with embedded board；Sliding is connected with abutting block on the embedded board, and sliding is connected with fixed link on the abuttings block, offers the through-hole for fixed link grafting on the embedded board, the fixed link pass through abutting block and with embedded board grafting；It abuts and is connected with connecting screw on block, offer through-hole on the I-steel；The threaded one end that the connecting screw passes through I-steel is combined with fastening nut；It abuts and connecting screw is set on block, connecting screw passes through I-steel and connects fastening nut, consequently facilitating abutting the connection between block and I-steel；Fixed link, which can pass through, to abut block and can increase the connection abutted between block and embedded board thus after casting concrete with embedded board grafting, consequently facilitating the connection between reinforced steel beam and girder and built-in fitting, consequently facilitating increasing the anti-seismic performance of girder steel.
Description
Technical field
The utility model relates to the technical fields of girder steel embedded part, more particularly, to a kind of girder steel embedded part connecting node.
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.
Existing patent can refer to the Chinese utility model patent that Authorization Notice No. is CN206800641U, the patent disclosure
A kind of steel bar girder concrete building board and steel beam connecting joint, if including steel bar truss floor support plate, girder steel, several pegs and
Intervene embedded part；Steel bar truss floor support plate is located on girder steel, and the lower end of peg and the lower end of built-in fitting are both secured on girder steel, peg
Upper end and the upper end of built-in fitting be inserted in steel bar truss floor support plate, to realize steel bar truss floor support plate in the company of girder steel
It connects.
The technology that prior art among the above solves raising anti-seismic performance after girder steel is connect with steel bar girder is asked
Topic, the utility model also solve above-mentioned technical problem by using different technical solutions.
Utility model content
The purpose of the utility model is to provide a kind of pre-buried connecting nodes of reinforcing bar, its advantage is that can reinforced steel beam and girder with it is pre-buried
Connection between part, consequently facilitating the anti-seismic performance after reinforced steel beam and girder connection.
The above-mentioned purpose of utility model of the utility model has the technical scheme that
A kind of girder steel embedded part connecting node, including embedded board and I-steel, one end and the embedded board of the I-steel support
It connects；
Sliding is connected with abutting block on the embedded board, and sliding is connected with fixed link, the embedded board on the abutting block
On offer through-hole for fixed link grafting, the fixed link pass through abut block and with embedded board grafting；
It abuts and is connected with connecting screw on block, the through-hole passed through for connecting screw is offered on the I-steel；
The threaded one end that the connecting screw passes through I-steel is combined with fastening nut.
By using above-mentioned technical proposal, abut block and embedded board sliding connect, consequently facilitating adjust I-steel with it is pre-buried
The link position of plate；It abuts and connecting screw is set on block, and connecting screw passes through I-steel and connects fastening nut, consequently facilitating
Abut the connection between block and I-steel；Abut the fixed link that is arranged on block can pass through abut block and with embedded board grafting, from
And after casting concrete, the connection abutted between block and embedded board can be increased, consequently facilitating reinforced steel beam and girder and built-in fitting it
Between connection, consequently facilitating increase girder steel anti-seismic performance.
The utility model is further arranged to: the top for abutting block is connected with coordinating block, and the top of coordinating block is slightly higher
In the top of I-steel；
Connecting plate is hinged on the coordinating block, after the connecting plate turns to the top of I-steel, the connecting plate with
I-steel is bolted.
It by using above-mentioned technical proposal, is bolted after connecting plate rotation with I-steel, consequently facilitating reinforcing coordinating block
With the connection of I-steel, consequently facilitating increase abut block and I-steel connection, to increase the company between girder steel and built-in fitting
It connects.
The utility model is further arranged to: the bottom end of the connecting plate offers connecting hole, the company of being plugged in connecting hole
Column, the one end of connecting column far from connecting plate and embedded board grafting are connect, the through-hole for connecting column grafting is offered on the embedded board.
By using above-mentioned technical proposal, after connecting plate is connect with I-steel, one end of connecting column is inserted into connecting hole,
The other end is inserted into embedded board, to increase the connection between I-steel and built-in fitting, consequently facilitating increasing the shock resistance of girder steel
Energy.
The utility model is further arranged to: it is symmetrically arranged with reinforcement block about I-steel on the embedded board, it is described to add
Strong block and embedded board sliding connect, and the through-hole passed through for connecting screw is offered on reinforcement block；
The reinforcement block is abutted with I-steel.
By using above-mentioned technical proposal, reinforcement block is fixed I-steel with block cooperation is abutted, consequently facilitating reinforcing
Connection between I-steel and embedded board, consequently facilitating the connection between reinforced steel beam and girder and built-in fitting, consequently facilitating improving girder steel
Anti-seismic performance.
The utility model is further arranged to: reinforcing rod is provided on the reinforcement block, the reinforcing rod passes through reinforcement block
And with embedded board grafting, the through-hole for reinforcing rod grafting is offered on the embedded board.
By using above-mentioned technical proposal, reinforcing rod pass through reinforcement block and with embedded board grafting, consequently facilitating reinforcement block with
Connection between embedded board, consequently facilitating the connection of I-steel and embedded board, consequently facilitating improving the anti-seismic performance of girder steel.
The utility model is further arranged to: the I-steel is connected with adhesive layer close to the top of embedded board.
By using above-mentioned technical proposal, the adhesive layer on I-steel can be carried out with connecting plate it is be bonded, consequently facilitating plus
The connection of strong ties plate and I-steel, consequently facilitating increasing the anti-seismic performance of girder steel.
The utility model is further arranged to: the embedded board is connected with link block, the company close to the side of I-steel
It connects and offers T-slot on block, it is described to abut the T-shaped block being connected on block with T-slot sliding connection.
By using above-mentioned technical proposal, block is abutted by the T-slot in T-shaped block and link block and slides connection, thus just
In the link position for adjusting I-steel and embedded board, consequently facilitating the connection between I-steel and embedded board.
The utility model is further arranged to: after the abutting block is connect with I-steel, coagulation is filled in the T-slot
Soil.
By using above-mentioned technical proposal, in T-slot after fill concrete, it can increase and abut between block and embedded board
Connection, consequently facilitating increasing the connection between I-steel and embedded board, consequently facilitating improving the anti-seismic performance of girder steel.
In conclusion the advantageous effects of the utility model are as follows:
1. abutting block and embedded board sliding connecting, consequently facilitating adjusting the link position of I-steel and embedded board；Abut block
Upper setting connecting screw, and connecting screw passes through I-steel and connects fastening nut, consequently facilitating abutting between block and I-steel
Connection；Abut the fixed link that is arranged on block can pass through abut block and with embedded board grafting, thus after casting concrete, energy
It is enough to increase the connection abutted between block and embedded board, consequently facilitating the connection between reinforced steel beam and girder and built-in fitting, consequently facilitating increasing
Add the anti-seismic performance of girder steel；
2. it is bolted after connecting plate rotation with I-steel, consequently facilitating reinforce the connection of coordinating block and I-steel, thus
Convenient for increasing the connection for abutting block and I-steel, to increase the connection between girder steel and built-in fitting；
After 3. connecting plate is connect with I-steel, by one end insertion connecting hole of connecting column, the other end is inserted into embedded board,
To increase the connection between I-steel and built-in fitting, consequently facilitating increasing the anti-seismic performance of girder steel.
Detailed description of the invention
Fig. 1 is the overall schematic for embodying the utility model；
Fig. 2 is the schematic diagram for embodying T-slot；
Fig. 3 is to embody the schematic diagram for abutting block.
In figure, 1, embedded board；2, I-steel；3, block is abutted；31, fixed link；311, strengthening groove；32, connecting screw；33,T
Shape block；4, coordinating block；5, connecting plate；51, connecting column；6, reinforcement block；61, reinforcing rod；7, link block；71, T-slot.
Specific embodiment
The utility model is described in further detail below in conjunction with attached drawing.
Referring to Figures 1 and 2, it is a kind of girder steel embedded part connecting node disclosed by the utility model, including embedded board 1 and sets
The I-steel 2 in 1 side of embedded board is set, embedded board 1 is connected with link block 7 close to the side of I-steel 2, opens up on link block 7
There is T-slot 71；It is provided on embedded board 1 and abuts block 3, the side for abutting block 3 is connected with the T-shaped block connected with the sliding of T-slot 71
33。
As shown in Figures 2 and 3, abut on block 3 and be provided with fixed link 31, fixed link 31 pass through abut block 3 and with embedded board 1
Grafting offers the through-hole for 31 grafting of fixed link on embedded board 1；It is provided on the side wall of the fixed link 31 of embedded board 1
Several strengthening grooves 311；After abutting block 3 and the sliding of link block 7, abuts block 3 and abutted with I-steel 2；Abut block 3 on it is affixed there are three
Connecting screw 32(is not limited to three connecting screws 32), the through-hole passed through for connecting screw 32 is offered on I-steel 2；Connection
The threaded one end that screw rod 32 is pierced by I-steel 2 is connected with fastening nut.
It is symmetrically arranged with reinforcement block 6 about I-steel 2 on embedded board 1, is also connected on reinforcement block 6 and is slid with T-slot 71
The T-shaped block 33 of connection；The through-hole passed through for connecting screw 32 is offered on reinforcement block 6, reinforcement block 6 supports after sliding with I-steel 2
It connects, and connecting screw 32 passes through the through-hole of reinforcement block 6；One end that connecting screw 32 passes through reinforcement block 6 is connected by fastening nut.
Be provided with reinforcing rod 61 on reinforcement block 6, after reinforcement block 6 slides, reinforcing rod 61 pass through reinforcement block 6 and with embedded board 1
Grafting offers the through-hole for 61 grafting of reinforcing rod on embedded board 1；After abutting block 3 and reinforcement block 6 and I-steel 2 are fixed, connection
Concrete is cast in T-slot 71 on block 7.
The top on the top and coordinating block that abut block 3 is connected with coordinating block 4, and the top of coordinating block 4 is slightly above I-steel 2
Top；4 top of coordinating block is hinged with connecting plate 5.
I-steel 2 with abut block 3 and reinforcement block 6 it is fixed after, plate 5 is rotatablely connected, so that the top of connecting plate 5 and I-steel 2
End abuts, and the top of I-steel 2 is connected with adhesive layer at embedded board 1；After connecting plate 5 turns to the top of I-steel 2, even
Fishplate bar 5 is bolted with I-steel 2.
The bottom end of connecting plate 5 offers connecting hole, connecting column 51 is provided in connecting hole, connecting column 51 is far from connecting hole
One end passes through embedded board 1, and the through-hole for 51 grafting of connecting column is offered on embedded board 1.
The implementation principle of the present embodiment are as follows: abut I-steel 2 with embedded board 1, sliding abuts block 3 and to abut on block 3
Connecting screw 32 and I-steel 2 on through-hole grafting, and make abut block 3 abutted with I-steel 2；Connecting screw 32 passes through I-shaped
One end of steel 2 and fastening nut cooperate, so that I-steel 2 be connected with block 3 is abutted.
Mobile reinforcement block 6 so that reinforcement block 6 is abutted with I-steel 2, and makes connecting screw 32 pass through reinforcement block 6, and connect
The threaded one end that screw rod 32 passes through reinforcement block 6 connects fastening nut；By fixed link 31 pass through abut block 3 and with 1 grafting of embedded board,
By reinforcing rod 61 pass through reinforcement block 6 and with 1 grafting of embedded board；After the completion of abutting block 3 and reinforcement block 6 are fixed, filled into T-slot 71
Infuse concrete.
I-steel with abut block and reinforcement block it is fixed after, the top of connecting plate 5 is slightly above the top of I-steel, rotation connection
Plate 5, so that connecting plate 5 be made to be connected to the top of I-steel 2, connecting plate 5 is Nian Jie with the top of I-steel 2, connecting plate 5 and and work
Word steel 2 is bolted；By in one end insertion connecting plate 5 of connecting column 51, the other end is inserted into embedded board 1, consequently facilitating reinforcing
Intensity at girder steel embedded part tie point, consequently facilitating the use of girder steel embedded part.
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 connecting node, it is characterised in that: including embedded board (1) and I-steel (2), the I-steel
(2) one end is abutted with embedded board (1)；
Sliding, which is connected with, on the embedded board (1) abuts block (3), and sliding is connected with fixed link (31), institute on the abutting block (3)
State the through-hole offered on embedded board (1) for fixed link (31) grafting, the fixed link (31) pass through abut block (3) and with it is pre-buried
Plate (1) grafting；
It abuts and is connected with connecting screw (32) on block (3), offer on the I-steel (2) and lead to for what connecting screw (32) passed through
Hole；
The threaded one end that the connecting screw (32) passes through I-steel (2) is combined with fastening nut.
2. girder steel embedded part connecting node according to claim 1, it is characterised in that: the top for abutting block (3) is affixed
Have coordinating block (4), the top of coordinating block (4) is slightly above the top of I-steel (2)；
It is hinged with connecting plate (5) on the coordinating block (4), it is described after the connecting plate (5) turns to the top of I-steel (2)
Connecting plate (5) is bolted with I-steel (2).
3. girder steel embedded part connecting node according to claim 2, it is characterised in that: the bottom end of the connecting plate (5) opens up
There is connecting hole, be plugged in connecting hole connecting column (51), connecting column (51) one end and embedded board (1) far from connecting plate (5) are inserted
It connects, the through-hole for connecting column (51) grafting is offered on the embedded board (1).
4. girder steel embedded part connecting node according to claim 1, it is characterised in that: about I-shaped on the embedded board (1)
Steel (2) is symmetrically arranged with reinforcement block (6), and the reinforcement block (6) and embedded board (1) sliding connect, and offer on reinforcement block (6)
The through-hole passed through for connecting screw (32)；
The reinforcement block (6) abuts with I-steel (2).
5. girder steel embedded part connecting node according to claim 4, it is characterised in that: be provided with and add on the reinforcement block (6)
Strong bar (61), the reinforcing rod (61) pass through reinforcement block (6) and with embedded board (1) grafting, offer confession on the embedded board (1)
The through-hole of reinforcing rod (61) grafting.
6. girder steel embedded part connecting node according to claim 2, it is characterised in that: the I-steel (2) is close to embedded board
(1) top is connected with adhesive layer.
7. girder steel embedded part connecting node according to claim 1, it is characterised in that: the embedded board (1) is close to I-steel
(2) side is connected with link block (7), is offered T-slot (71) on the link block (7), is connected on the abutting block (3)
With the T-shaped block (33) of T-slot (71) sliding connection.
8. girder steel embedded part connecting node according to claim 7, it is characterised in that: the abutting block (3) and I-steel (2)
After connection, the interior fill concrete of the T-slot (71).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821841325.2U CN209323704U (en) | 2018-11-08 | 2018-11-08 | Girder steel embedded part connecting node |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821841325.2U CN209323704U (en) | 2018-11-08 | 2018-11-08 | Girder steel embedded part connecting node |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209323704U true CN209323704U (en) | 2019-08-30 |
Family
ID=67709817
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821841325.2U Expired - Fee Related CN209323704U (en) | 2018-11-08 | 2018-11-08 | Girder steel embedded part connecting node |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209323704U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111894257A (en) * | 2020-08-07 | 2020-11-06 | 吴科文 | Cantilever bottom beam rest end self-releasing anchorage for building |
-
2018
- 2018-11-08 CN CN201821841325.2U patent/CN209323704U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111894257A (en) * | 2020-08-07 | 2020-11-06 | 吴科文 | Cantilever bottom beam rest end self-releasing anchorage for building |
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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 |