CN208219647U - A kind of pile foundation pile crown integrally abolishes structure - Google Patents
A kind of pile foundation pile crown integrally abolishes structure Download PDFInfo
- Publication number
- CN208219647U CN208219647U CN201820759912.0U CN201820759912U CN208219647U CN 208219647 U CN208219647 U CN 208219647U CN 201820759912 U CN201820759912 U CN 201820759912U CN 208219647 U CN208219647 U CN 208219647U
- Authority
- CN
- China
- Prior art keywords
- compound
- pine set
- truncation
- hoop
- main ribs
- 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.)
- Active
Links
Landscapes
- Piles And Underground Anchors (AREA)
Abstract
The utility model discloses a kind of pile foundation pile crowns integrally to abolish structure, including stirrup, main reinforcement, the compound de- loose set of main reinforcement, sound detecting pipe, the compound de- pine set of sound detecting pipe, truncation hoop and the compound de- pine set of truncation hoop, the inner sidewall of the stirrup is equipped with main ribs, main ribs are fixedly connected with the stirrup, the outside of main ribs is equipped with the compound de- pine set of main ribs, the compound de- pine set of main ribs；By the way that compound de- pine set is arranged, concrete can be obstructed, effect is bonded to main reinforcement, when needing to carry out pile crown integrally to abolish, pile crown cuts off position using the vertical pile body direction drilling of pneumatic pick, separation chock is inserted into drilling, and it is tapped using external force, until pile crown is kept completely separate with pile body, then top pile crown is hung out using lifting appliance, this engineering method shortens flow chart and time, reduces labour cost and drainage fee, it is ensured that main reinforcement is injury-free, reduce construction dust, it is ensured that the health and environmental protection construction of operator.
Description
Technical field
The utility model belongs to construction technical field, and in particular to a kind of pile foundation pile crown integrally abolishes structure.
Background technique
In pile concrete casting process, due to upper with the bubble of inside concrete or hole in process of vibrating
Stake top part is risen to, mud, mortar mix when being laitance or underwater concrete pouring in stake top a certain range, in order to guarantee
Pile shaft concrete strength need to cut the empty stake on top.
Original pile foundation needs manually first to be dug out the main reinforcement and sound detecting pipe of steel reinforcement cage with tool, then when being abolished
Pile crown separation is carried out, then is sling pile crown using big machinery, this method can make sound detecting pipe not easy-to-search, and dig out steel
It is slow when the main reinforcement and sound detecting pipe of muscle cage, and have certain destruction to main reinforcement damage and pile foundation.
Utility model content
The purpose of this utility model is to provide a kind of pile foundation pile crowns integrally to abolish structure, to solve above-mentioned background technique
It is middle to propose that original pile foundation when being abolished, needs manually first to be dug out the main reinforcement and sound detecting pipe of steel reinforcement cage with tool, then into
The separation of row pile crown, then sling pile crown using big machinery, this method can make sound detecting pipe not easy-to-search, and dig out reinforcing bar
It is slow when the main reinforcement and sound detecting pipe of cage, and have the problem of certain destruction to main reinforcement damage and pile foundation.
To achieve the above object, the utility model provides the following technical solutions: a kind of pile foundation pile crown integrally abolishes structure,
Compound de- pine is bound round including stirrup, main reinforcement, the compound de- loose set of main reinforcement, sound detecting pipe, the compound de- pine set of sound detecting pipe, truncation hoop and truncation
The inner sidewall of set, the stirrup is equipped with main ribs, and main ribs are fixedly connected with the stirrup, and the outside of main ribs is equipped with
The compound de- pine set of main ribs, the compound de- pine set of main ribs are fixedly connected with main ribs, the bosom position of the stirrup
It sets place and is equipped with the sound detecting pipe, the sound detecting pipe is fixedly connected with the stirrup, and the outside of the sound detecting pipe is equipped with the sounding
Compound de- pine set is managed, the compound de- pine set of sound detecting pipe is detachably connected with the sound detecting pipe, the compound de- pine set of main ribs
Bottom right end is bound round equipped with the truncation, and the truncation hoop is fixedly connected with the compound de- pine set of main ribs, described that the outer of hoop is truncated
Side is equipped with the compound de- pine set of truncation hoop, and the compound de- pine set of truncation hoop is detachably connected with truncation hoop.
Preferably, the lateral wall lower position of main ribs is equipped with iron wire, and the iron wire and main ribs are welded.
Preferably, the compound de- pine set of main ribs and the junction of main ribs are equipped with connector sleeve, and main ribs are compound de-
Pine set is detachably connected with the stirrup by the connector sleeve.
Preferably, the junction of the truncation hoop and the compound de- pine set of main ribs is equipped with tied silk, the truncation hoop and institute
The compound de- pine set of main reinforcement is stated to be fixedly connected by the tied silk.
Preferably, the quantity of main ribs is 14, and 14 main ribs are fixedly connected with the stirrup.
Preferably, the quantity of the sound detecting pipe is two, and two sound detecting pipes are fixedly connected with the stirrup.
Preferably, the inside of the compound de- pine set of main ribs offers main reinforcement cavity, main ribs cavity and main ribs
Compound de- pine set is integrally formed.
Preferably, the inside of the compound de- pine set of the sound detecting pipe offers sound detecting pipe cavity, the sound detecting pipe cavity and institute
The compound de- pine set of sound detecting pipe is stated to be integrally formed.
Preferably, the inside of the compound de- pine set of the truncation hoop offers truncation hoop cavity, the truncation hoop cavity and institute
The compound de- pine set of truncation hoop is stated to be integrally formed.
Compared with prior art, the utility model has the beneficial effects that coagulation can be obstructed by the way that compound de- pine set is arranged
Soil bonds effect to main reinforcement, and when needing to carry out pile crown integrally to abolish, pile crown cuts off position and uses the vertical pile body direction of pneumatic pick
Separation chock is inserted into drilling, and is tapped using external force by drilling, until pile crown is kept completely separate with pile body, is then utilized
Lifting appliance hangs out top pile crown, this engineering method shortens flow chart and time, reduces labour cost and drainage fee, it is ensured that main
Muscle is injury-free, reduces construction dust, it is ensured that the health and environmental protection construction of operator.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the utility model；
Fig. 2 is the front surface structural schematic diagram of the utility model；
Fig. 3 is the main reinforcement structural schematic diagram of the utility model；
Fig. 4 is the overlooking structure diagram of the utility model；
In figure: 11, stirrup；12, main reinforcement；13, the compound de- pine set of main reinforcement；14, sound detecting pipe；15, the compound de- pine set of sound detecting pipe；
16, truncation hoop；17, the compound de- pine set of truncation hoop；111, iron wire；131, connector sleeve；161, tied silk.
Specific embodiment
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are without making creative work
Every other embodiment obtained, fall within the protection scope of the utility model.
Please refer to Fig. 1-4, the utility model provides a kind of technical solution: a kind of pile foundation pile crown integrally abolishes structure, wraps
Include the compound de- pine set 13 of stirrup 11, main reinforcement 12, main reinforcement, sound detecting pipe 14, the compound de- pine set 15 of sound detecting pipe, truncation hoop 16 and truncation hoop
Compound de- pine set 17, the inner sidewall of stirrup 11 are equipped with main reinforcement 12, and main reinforcement 12 is fixedly connected with stirrup 11, and the outside of main reinforcement 12 is equipped with
The compound de- pine set 13 of main reinforcement, the compound de- pine set 13 of main reinforcement are fixedly connected with main reinforcement 12, are equipped at the bosom position of stirrup 11
Sound detecting pipe 14, sound detecting pipe 14 are fixedly connected with stirrup 11, and the outside of sound detecting pipe 14 is equipped with the compound de- pine set 15 of sound detecting pipe, sound detecting pipe
Compound de- pine set 15 is detachably connected with sound detecting pipe 14, and the bottom right end of the compound de- pine set 13 of main reinforcement is equipped with truncation hoop 16, truncation
Hoop 16 is fixedly connected with the compound de- pine set 13 of main reinforcement, and the outside of truncation hoop 16 is equipped with the compound de- pine set 17 of truncation hoop, and truncation hoop is multiple
De- pine set 17 is closed to be detachably connected with truncation hoop 16.
In the present embodiment, the material of compound de- pine set is PE pipe, and PE pipe has good hard plastic performance, it is ensured that
Flat failure is not squeezed by concrete in perfusion, caliber is three millimeters bigger than main reinforcement diameter, it is ensured that reinforcing bar is separated with compound stripper sleeve.
In the present embodiment, by the compound de- pine set 13 of setting main reinforcement, concrete can be obstructed, effect is bonded to main reinforcement 12,
When needing to carry out pile crown integrally to abolish, pile crown cuts off position using the vertical pile body direction drilling of pneumatic pick, by separation chock insertion
It in drilling, and is tapped using external force, until pile crown is kept completely separate with pile body, then hangs out top stake using lifting appliance
Head, this engineering method shorten flow chart and time, reduce labour cost and drainage fee, it is ensured that main reinforcement 12 is injury-free, reduces
Construction dust, it is ensured that the health and environmental protection construction of operator.
Further, the lateral wall lower position of main reinforcement 12 is equipped with iron wire 111, and iron wire 111 and main reinforcement 12 are welded.
In the present embodiment, main reinforcement 12 lateral wall lower position be equipped with iron wire 111, it is ensured that pile foundation it is secured,
It avoids slack and undisciplined.
Further, the junction of the compound de- pine set 13 of main reinforcement and main reinforcement 12 is equipped with connector sleeve 131, the compound de- pine set of main reinforcement
13 are detachably connected with stirrup 11 by connector sleeve 131.
In the present embodiment, it can be circulated into equipped with connector sleeve 131 to avoid concrete in the compound de- pine set 13 of main reinforcement, make main reinforcement
Compound de- pine set 13 is normally separated with main reinforcement 12.
Further, truncation hoop 16 and the junction of the compound de- pine set 13 of main reinforcement are equipped with tied silk 161, truncation hoop 16 and main reinforcement
Compound de- pine set 13 is fixedly connected by tied silk 161.
In the present embodiment, truncation hoop 16 and the compound de- pine set 13 of main reinforcement can be made stronger equipped with tied silk 161, avoid work
It generates and falls off when making.
Further, the quantity of main reinforcement 12 is 14, and 14 main reinforcements 12 are fixedly connected with stirrup 11.
In the present embodiment, the quantity of main reinforcement 12 is 14, and pile foundation can be made stronger in use.
Further, the quantity of sound detecting pipe 14 is two, and two sound detecting pipes 14 are fixedly connected with stirrup 11.
In the present embodiment, if there are two the quality that sound detecting pipe 14 can more accurately detect pile foundation.
Further, the inside of the compound de- pine set 13 of main reinforcement offers main reinforcement cavity, main reinforcement cavity and the compound de- pine of main reinforcement
Set 13 is integrally formed.
In the present embodiment, main reinforcement cavity is offered in the inside of the compound de- pine set 13 of main reinforcement, can be increased in main reinforcement cavity
Add some fillers, concrete is avoided to be linked into the compound de- pine set 13 of main reinforcement.
Further, the inside of the compound de- pine set 15 of sound detecting pipe offers sound detecting pipe cavity, sound detecting pipe cavity and sound detecting pipe
Compound de- pine set 15 is integrally formed.
In the present embodiment, sound detecting pipe cavity is offered in the inside of the compound de- pine set 15 of sound detecting pipe, in sound detecting pipe cavity
Add filler, it is ensured that the compound de- pine set 15 of sound detecting pipe does not squeeze flat failure by concrete.
Further, the inside of the compound de- pine set 17 of truncation hoop offers truncation hoop cavity, and truncation hoop cavity and truncation are bound round
Compound de- pine set 17 is integrally formed.
In the present embodiment, increase some fillers in truncation hoop cavity, avoids concrete from being linked into truncation hoop compound de-
In pine set 17.
The working principle and process for using of the utility model: compound by setting main reinforcement after the utility model installs
De- pine set 13, can obstruct concrete and bond effect to main reinforcement 12, and when needing to carry out pile crown integrally to abolish, pile crown cuts off position
Set using the drilling of pneumatic pick vertical pile body direction, will be in separation chock insertion drilling, and tapped using external force, until pile crown with
Pile body is kept completely separate, and then hangs out top pile crown using lifting appliance, this engineering method shortens flow chart and time, reduces people
Expenses of labour and drainage fee, it is ensured that main reinforcement 12 is injury-free, reduces construction dust, it is ensured that the health and environmental protection construction of operator.
While there has been shown and described that the embodiments of the present invention, for the ordinary skill in the art,
It is understood that these embodiments can be carried out with a variety of variations in the case where not departing from the principles of the present invention and spirit, repaired
Change, replacement and variant, the scope of the utility model is defined by the appended claims and the equivalents thereof.
Claims (9)
1. a kind of pile foundation pile crown integrally abolishes structure, it is characterised in that: compound de- including stirrup (11), main reinforcement (12), main reinforcement
The compound de- pine set (15) of pine set (13), sound detecting pipe (14), sound detecting pipe, truncation hoop (16) and the compound de- pine set (17) of truncation hoop, institute
The inner sidewall for stating stirrup (11) is equipped with main ribs (12), and main ribs (12) are fixedly connected with the stirrup (11), the master
The outside of muscle (12) is equipped with the compound de- pine set (13) of main ribs, and the compound de- pine set (13) and main ribs (12) of main ribs is solid
It is fixed to connect, the sound detecting pipe (14) are equipped at the bosom position of the stirrup (11), the sound detecting pipe (14) and the hoop
Muscle (11) is fixedly connected, and the outside of the sound detecting pipe (14) is equipped with the compound de- pine set (15) of the sound detecting pipe, and the sound detecting pipe is multiple
It closes de- pine set (15) to be detachably connected with the sound detecting pipe (14), the bottom right end of the compound de- pine set (13) of main ribs is equipped with institute
Truncation hoop (16) is stated, the truncation hoop (16) is fixedly connected with the compound de- pine set (13) of main ribs, the truncation hoop (16)
Outside is equipped with the compound de- pine set (17) of truncation hoop, and truncation hoop is compound de- loose to be covered (17) with the truncation to bind round (16) removable
Unload connection.
2. a kind of pile foundation pile crown according to claim 1 integrally abolishes structure, it is characterised in that: main ribs (12)
Lateral wall lower position is equipped with iron wire (111), and the iron wire (111) and main ribs (12) are welded.
3. a kind of pile foundation pile crown according to claim 1 integrally abolishes structure, it is characterised in that: main ribs are compound de-
The junction of pine set (13) and main ribs (12) is equipped with connector sleeve (131), the compound de- pine set (13) of main ribs and the hoop
Muscle (11) is detachably connected by the connector sleeve (131).
4. a kind of pile foundation pile crown according to claim 1 integrally abolishes structure, it is characterised in that: (16) are bound round in the truncation
Tied silk (161) are equipped with the junction of the compound de- pine set (13) of main ribs, the truncation hoop (16) and main ribs are compound de-
Pine set (13) is fixedly connected by the tied silk (161).
5. a kind of pile foundation pile crown according to claim 1 integrally abolishes structure, it is characterised in that: main ribs (12)
Quantity is 14, and 14 main ribs (12) are fixedly connected with the stirrup (11).
6. a kind of pile foundation pile crown according to claim 1 integrally abolishes structure, it is characterised in that: the sound detecting pipe (14)
Quantity be two, and two sound detecting pipes (14) are fixedly connected with the stirrup (11).
7. a kind of pile foundation pile crown according to claim 1 integrally abolishes structure, it is characterised in that: main ribs are compound de-
The inside of pine set (13) offers main reinforcement cavity, and main ribs cavity and the compound de- pine set (13) of main ribs are integrally formed.
8. a kind of pile foundation pile crown according to claim 1 integrally abolishes structure, it is characterised in that: the sound detecting pipe is compound
The inside of de- pine set (15) offers sound detecting pipe cavity, the sound detecting pipe cavity and compound de- pine set (15) one of the sound detecting pipe
Molding.
9. a kind of pile foundation pile crown according to claim 1 integrally abolishes structure, it is characterised in that: the truncation hoop is compound
The inside of de- pine set (17) offers truncation hoop cavity, the truncation hoop cavity and compound de- pine set (17) one of truncation hoop
Molding.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820759912.0U CN208219647U (en) | 2018-05-21 | 2018-05-21 | A kind of pile foundation pile crown integrally abolishes structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820759912.0U CN208219647U (en) | 2018-05-21 | 2018-05-21 | A kind of pile foundation pile crown integrally abolishes structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208219647U true CN208219647U (en) | 2018-12-11 |
Family
ID=64509220
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820759912.0U Active CN208219647U (en) | 2018-05-21 | 2018-05-21 | A kind of pile foundation pile crown integrally abolishes structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208219647U (en) |
-
2018
- 2018-05-21 CN CN201820759912.0U patent/CN208219647U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105672250B (en) | A kind of diaphram wall and underwater concrete tongue and groove bindiny mechanism and construction method | |
| CN107542093A (en) | A kind of Punching Borehole Cast-in-place Concrete Pile bottom cleaning method | |
| CN101705682A (en) | Valve pile tip structure device of cast-in-place X-shaped concrete pile and using method thereof | |
| CN208219647U (en) | A kind of pile foundation pile crown integrally abolishes structure | |
| CN206144109U (en) | Wear muscle line box precasting structure | |
| CN207121896U (en) | Precast hollow uplift pile | |
| CN208472707U (en) | A kind of combined type grout pipe for pile end post jacking | |
| CN114704293B (en) | Tunnel secondary lining vault anti-run-out multi-angle slip casting device | |
| CN108396745A (en) | A kind of dry operation rotary digging stake holes bottom sediment method for cleaning | |
| CN204435379U (en) | Top is provided with the pile tube hanging rod structure of hole of post velar plate | |
| CN104612413B (en) | Static pressure pipe pile hole protecting device | |
| CN209722952U (en) | Pile foundation provisions for grouting | |
| CN208167745U (en) | Foundation pit supporting construction | |
| CN109403328B (en) | Perforated pipe grouting assembly and construction method | |
| CN209585019U (en) | A kind of cast-in-situ bored pile pile crown reinforcing bar protective device | |
| CN206581271U (en) | Water proof plug | |
| CN104863119B (en) | A kind of reinforcement cage structure of diaphram wall | |
| CN207063192U (en) | A kind of Grouting Pipe interface protection box and its constructing structure | |
| CN207245193U (en) | A kind of concrete placing installation | |
| CN204510851U (en) | Static pressure hole of post protector | |
| CN204435378U (en) | For the cover plate of pile follower tubing string and minor details pile tube | |
| CN217500177U (en) | Steel reinforcement cage structure convenient to cut stake | |
| CN219175209U (en) | Cast-in-place concrete thin-wall tubular pile forming device | |
| CN203782710U (en) | Pile follower used for bamboo piles or wooden piles | |
| CN205742202U (en) | Persistently fill stake device |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |