CN209523199U - A kind of piling structure of isolation pile - Google Patents
A kind of piling structure of isolation pile Download PDFInfo
- Publication number
- CN209523199U CN209523199U CN201822029196.3U CN201822029196U CN209523199U CN 209523199 U CN209523199 U CN 209523199U CN 201822029196 U CN201822029196 U CN 201822029196U CN 209523199 U CN209523199 U CN 209523199U
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- cover board
- grouting port
- fixed part
- connector
- isolation pile
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Abstract
The utility model relates to a kind of piling structures of isolation pile, it includes at least two isolation piles, the connector for connecting two adjacent isolation piles, the connector includes interconnecting piece, fixed part, plug division, and the interconnecting piece is wholely set with the fixed part and the plug division；The interconnecting piece and the plug division are in the same side of the fixed part, the plug division is tilted to the side close to the interconnecting piece, grouting port is offered on the fixed part, the grouting port opens up that direction is consistent with the length direction of the interconnecting piece, and the opening/closing component for opening and closing the grouting port is provided on the fixed part.The piling structure of the isolation pile of the utility model connects two adjacent isolation piles by connector, the integral strength of isolation pile can be improved, reduces the degree of foundation pit deformation；Grouting port is opened up on connector and opening/closing component is set in the position of grouting port, opens opening/closing component and cement mortar is injected to the gap between connector, achieved the effect that impervious.
Description
Technical field
The utility model relates to the technical fields of architectural engineering pit construction, more particularly, to a kind of campshed knot of isolation pile
Structure.
Background technique
In recent years, with the gradual perfection of armored concrete digging hole filling pile and corresponding matching technology, Row Piles Supporting Structure,
An important means of the deep pit digging supporting construction for having strict control to require foundation pit deformation is had evolved into, is had good
Application prospect.To the foundation pit for being unable to slope excavation, for cutting depth in 6-10m, Row Piles Supporting Structure is can be used in pattern foundation pit supporting structure.
Campshed can be brill (digging) hole pouring pile, prefabricated sheet pile or steel sheet pile, and the form of Row Piles Supporting Structure can be divided into colonnade formula, continuous
Campshed, combined type campshed.
Notification number is that the Chinese patent of CN201195843Y discloses a kind of piling structure of isolation pile, is set to foundation pit and week
Between the building of side, the piling structure of isolation pile is the structure that semicircle arch form is arranged in by multiple isolation piles.Isolation pile arranges arching
Type structure is greatly reduced the influence that foundation pit builds historical relic's protection by the dispersion to power.
Prior art among the above, which has the following deficiencies:, is not provided with connector between adjacent isolation pile, isolation
The overall structure of stake is insecure, leads to foundation pit deformation.
Utility model content
The purpose of the utility model is to provide a kind of piling structures of isolation pile to enhance isolation pile by the way that connector is arranged
Integral strength, have the effect of reduce foundation pit deformation.
The above-mentioned technical purpose of the utility model has the technical scheme that a kind of campshed of isolation pile
Structure, including at least two isolation piles, the connector for connecting two adjacent isolation piles, the connector include interconnecting piece,
Fixed part, plug division, the interconnecting piece are wholely set with the fixed part and the plug division；The interconnecting piece and the grafting
Portion is tilted in the same side of the fixed part, the plug division to the side close to the interconnecting piece, is opened up on the fixed part
Have a grouting port, the grouting port to open up direction consistent with the length direction of the interconnecting piece, be arranged on the fixed part useful
In the opening/closing component for opening and closing the grouting port.
By using above-mentioned technical proposal, connector can be integrally formed with isolation pile, can also be welded on isolation pile
It uses.Adjacent isolation pile is connected by connector, and the integral strength of isolation pile can be improved, reduce the deformation extent of foundation pit.
Since there is gap in the junction of connector and connector, under the hydraulic pressure effect of underground water, the gap location between connector can seep
Water.When finding the junction infiltration of connector, opening/closing component is opened, Grouting Pipe is inserted into grouting port, is infused to gap location
Enter cement mortar or permeability-reducing admixture, so that gap location fills up cement mortar, be then shut off opening/closing component, in this way, can avoid connector
Junction infiltration.
The utility model is further arranged to: the opening/closing component includes the shaft being fixed on the fixed part and turns
The cover board of axis rotation connection, the length of the cover board are not less than the length of the grouting port, and the width of the cover board is not less than institute
State the width of grouting port.
By using above-mentioned technical proposal, when finding the junction infiltration of connector, rotating plate to grouting port exposes
Come, Grouting Pipe is inserted into grouting port, cement mortar or permeability-reducing admixture are injected to junction.Slip casting terminates, rotating plate, so that
Cover closure grouting port.
The utility model is further arranged to: the cover board opens up fluted, the fixation far from one end of the shaft
The convex block with groove cooperation is fixed in portion.
By using above-mentioned technical proposal, after cement mortar is injected, rotating plate to cover board is flushed with fixed part, convex
Block is inserted into groove, so that cover board will not be rotated arbitrarily, plays the role of closing grouting port.
The utility model is further arranged to: the inserted block with grouting port cooperation, institute are connected on the cover board
The length for stating inserted block is greater than the depth of the grouting port；The inserted block the cover board center and with the cover board hang down
Directly, the inserted block can cover board sliding relatively, the inserted block fixed by fixation kit and the cover board.
By using above-mentioned technical proposal, to when grouting port slip casting, mortar reverse osmosis can go out from grouting port, so that connection
Junction between part is not filled up by mortar, leads between connector that there is still gaps.Under the hydraulic pressure effect of underground water,
It can leak at gap.Inserted block is inserted into grouting port by the inserted block of setting immediately after slip casting, avoids cement mortar from note
Starch mouth outflow.
The utility model is further arranged to: the fixation kit includes the slot and slot being provided on the inserted block
The inserted link of cooperation, the inserted link are arranged on the cover board.
By using above-mentioned technical proposal, inserted link is inserted into slot, fixes inserted block with cover board, and mode of operation is simple.
The utility model is further arranged to: the sliding slot of T-type is offered on the cover board, the inserted link is far from the slot
One end be slidably connected in the sliding slot.
By using above-mentioned technical proposal, inserted block is inserted into grouting port, is slided inserted link, is inserted into inserted link in slot,
Realize the fixation of inserted block and cover board.
The utility model is further arranged to: the inserted block offers link slot far from one end of the cover board.
By using above-mentioned technical proposal, to connector junction slip casting when, mortar enters in link slot, can make
Inserted block and connector form an entirety, improve stability.
The utility model is further arranged to: being provided with sheet rubber on the side of the inserted block.
By using above-mentioned technical proposal, it is tighter that the sheet rubber of setting abuts inserted block with the side wall of grouting port, keeps away
Exempt from mortar to overflow from gap.
In conclusion the advantageous effects of the utility model are as follows:
1. the stronger of adjacent isolation pile connection can be improved the monolithic stability of isolation pile by the connector being arranged
Property；
2. opening up grouting port, opening/closing component is set, when the infiltration of the junction of connector, grouting port is opened, to connector
Junction carry out slip casting, have the effect of antiseepage；
3. during the inserted block being arranged avoids slip casting, cement mortar goes out to overflow from grouting port, slip casting effect is influenced.
Detailed description of the invention
Fig. 1 is the overall structure diagram of the utility model；
Fig. 2 is the structural schematic diagram of the connector of the utility model；
Fig. 3 is the structural schematic diagram of the opening/closing component of the utility model；
Fig. 4 is the structural schematic diagram of the inserted block of the utility model；
Fig. 5 is the rearview of the cover board of the utility model.
Appended drawing reference: 1, isolation pile；2, connector；21, interconnecting piece；22, fixed part；221, grouting port；222, convex block；
23, plug division；3, opening/closing component；31, shaft；32, cover board；321, groove；4, inserted block；41, link slot；42, sheet rubber；5, solid
Determine component；51, slot；52, inserted link；53, sliding slot.
Specific embodiment
The utility model is described in further detail below in conjunction with attached drawing.
Referring to Fig.1, be a kind of piling structure of isolation pile disclosed by the utility model, including multiple isolation piles 1, for connecting
Connect the connector 2 of adjacent isolation pile 1.
As shown in Figure 1, isolation pile 1 be U-shaped, the both ends of isolation pile 1 respectively with connector 2 welding or isolation pile 1 and even
Fitting 2 is integrally formed.
As shown in Fig. 2, connector 2 includes integrally formed interconnecting piece 21, fixed part 22, plug division 23, wherein interconnecting piece
21 one end far from fixed part 22 and isolation pile 1 are fixed.Interconnecting piece 21 and plug division 23 are in the same side of fixed part 22, plug division
23 tilt to the side close to interconnecting piece 21, and adjacent plug division 23 connects, and realize the connection of adjacent isolation pile 1.Due to connection
There is gap in the junction of part 2, under the action of underground water hydraulic pressure, junction is caused to be seeped water.Grouting port is offered on fixed part 22
221, grouting port 221 to open up direction consistent with the length direction of interconnecting piece 21, be provided on fixed part 22 for opening and closing slip casting
The opening/closing component 3 of mouth 221.
As shown in Fig. 2-Fig. 3, opening/closing component 3 includes shaft 31, cover board 32, and shaft 31 is fixed on fixed part 22, cover board
32 one end and shaft 31 are rotatablely connected.The length of cover board 32 is not less than the length of grouting port 221, and the width of cover board 32 is not less than
The width of grouting port 221.In conjunction with Fig. 4, cover board 32 opens up fluted 321 far from one end of shaft 31, is fixed on fixed part 22
The convex block 222 cooperated with groove 321, convex block 222 are inserted into groove 321.It was found that when the junction infiltration of connector 2, rotation
Cover board 32 to grouting port 221 is exposed, and Grouting Pipe is inserted into grouting port 221, injects cement mortar to junction or prevents
Penetration enhancer.Slip casting terminates, and rotating plate 32, convex block 222 is inserted into groove 321, so that cover board 32 closes grouting port 221.
As shown in figure 3, the center of cover board 32 is connected with the inserted block 4 cooperated with grouting port 221, inserted block 4 and lid
Plate 32 it is vertical and can opposing cover plates 32 slide, the length of inserted block 4 is greater than the depth of grouting port 221, and inserted block 4 passes through fixation kit 5
It is fixed with cover board 32.To when 221 slip casting of grouting port, mortar reverse osmosis can go out from grouting port 221, so that between connector 2
Junction is not filled up by mortar, leads between connector 2 that there is still gaps.Under the hydraulic pressure effect of underground water, gap location meeting
Leak.Inserted block 4 is inserted into grouting port 221 immediately after slip casting, avoids cement mortar from slip casting by the inserted block 4 of setting
Mouth 221 flows out.
As Figure 3-Figure 4, fixation kit 5 is inserted including what the slot 51 being provided on 4 side wall of inserted block and slot 51 cooperated
Bar 52, the sliding slot 53 of T-type is offered on cover board 32, and inserted link 52 is slidably connected in sliding slot 53 far from one end of slot 51.Inserted block 4
It is inserted into grouting port 221, slides inserted link 52, be inserted into inserted link 52 in slot 51, realize the fixation of inserted block 4 and cover board 32.
As shown in figure 5, inserted block 4 offers link slot 41 far from one end of cover board 32, the junction slip casting to connector 2
When, mortar enters in link slot 41, and inserted block 4 and connector 2 can be made to form an entirety, improve stability.The four of inserted block 4
Sheet rubber 42 is fixed on all side walls, sheet rubber 42 is abutted with the inner wall of grouting port 221.Sheet rubber 42 makes inserted block 4 and slip casting
The side wall of mouth 221 abuts tighter, and mortar is avoided to overflow from gap.
The implementation principle of the present embodiment are as follows: adjacent isolation pile 1 is connected by connector 2, and the whole of isolation pile 1 can be improved
Body intensity reduces the deformation extent of foundation pit.Since there is gap in the junction of connector 2 and connector 2, make in the hydraulic pressure of underground water
Under, the gap location between connector 2 can seep water.When finding the junction infiltration of connector 2, rotating plate 32 to grouting port
221 are exposed, and Grouting Pipe is inserted into grouting port 221, cement mortar are injected to junction, so that gap location fills up cement
Mortar.Slip casting terminates, and inserted block 4 is quickly pushed into grouting port 221 by rotating plate 32, slides inserted link 52, is inserted into inserted link 52
Into slot 51, convex block 222 is inserted into groove 321, so that cover board 32 closes grouting port 221, in this way, can avoid connector 2
Junction infiltration.
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 piling structure of isolation pile, including at least two isolation piles (1), for connecting two adjacent isolation piles (1)
Connector (2), it is characterised in that: the connector (2) includes interconnecting piece (21), fixed part (22), plug division (23), the company
Socket part (21) is wholely set with the fixed part (22) and the plug division (23)；The interconnecting piece (21) and the plug division
(23) in the same side of the fixed part (22), the plug division (23) tilts to the side close to the interconnecting piece (21), institute
It states and is offered on fixed part (22) grouting port (221), the length for opening up direction Yu the interconnecting piece (21) of the grouting port (221)
It is consistent to spend direction, the opening/closing component (3) for opening and closing the grouting port (221) is provided on the fixed part (22).
2. the piling structure of isolation pile according to claim 1, it is characterised in that: the opening/closing component (3) includes fixing
Shaft (31) on the fixed part (22), the cover board (32) with shaft (31) rotation connection, the length of the cover board (32)
Not less than the length of the grouting port (221), the width of the cover board (32) is not less than the width of the grouting port (221).
3. the piling structure of isolation pile according to claim 2, it is characterised in that: the cover board (32) is far from the shaft
(31) one end opens up fluted (321), and the convex block with the groove (321) cooperation is fixed on the fixed part (22)
(222)。
4. the piling structure of isolation pile according to claim 2, it is characterised in that: be connected on the cover board (32)
With the inserted block (4) of the grouting port (221) cooperation, the length of the inserted block (4) is greater than the depth of the grouting port (221)；Institute
Inserted block (4) is stated in the center of the cover board (32) and vertical with the cover board (32), the inserted block (4) can the relatively described lid
Plate (32) sliding, the inserted block (4) are fixed by fixation kit (5) and the cover board (32).
5. the piling structure of isolation pile according to claim 4, it is characterised in that: the fixation kit (5) includes opening up
Slot (51) on the inserted block (4), the inserted link (52) with slot (51) cooperation, the inserted link (52) are arranged in the cover board
(32) on.
6. the piling structure of isolation pile according to claim 5, it is characterised in that: offer T-type on the cover board (32)
Sliding slot (53), the inserted link (52) is slidably connected in the sliding slot (53) far from the one end of the slot (51).
7. the piling structure of isolation pile according to claim 4, it is characterised in that: the inserted block (4) is far from the cover board
(32) one end offers link slot (41).
8. the piling structure of isolation pile according to claim 4, it is characterised in that: be arranged on the side of the inserted block (4)
There are sheet rubber (42).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822029196.3U CN209523199U (en) | 2018-12-04 | 2018-12-04 | A kind of piling structure of isolation pile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822029196.3U CN209523199U (en) | 2018-12-04 | 2018-12-04 | A kind of piling structure of isolation pile |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209523199U true CN209523199U (en) | 2019-10-22 |
Family
ID=68226247
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201822029196.3U Active CN209523199U (en) | 2018-12-04 | 2018-12-04 | A kind of piling structure of isolation pile |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209523199U (en) |
-
2018
- 2018-12-04 CN CN201822029196.3U patent/CN209523199U/en active Active
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| GR01 | Patent grant | ||
| GR01 | Patent grant |