CN209243706U - A kind of anti-seismic construction pile of Fast Installation disassembly - Google Patents
A kind of anti-seismic construction pile of Fast Installation disassembly Download PDFInfo
- Publication number
- CN209243706U CN209243706U CN201821931927.7U CN201821931927U CN209243706U CN 209243706 U CN209243706 U CN 209243706U CN 201821931927 U CN201821931927 U CN 201821931927U CN 209243706 U CN209243706 U CN 209243706U
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- pile
- hole
- groove
- baffle
- hangnail
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Abstract
The utility model belongs to technical field of buildings, more particularly to a kind of anti-seismic construction pile of Fast Installation disassembly, including pile crown, pile body and pile framing, pile body is equipped with first through hole, pile body is evenly distributed with four column first step through-holes, first step through-hole includes first step and second step, first step is equipped with baffle, baffle is welded with hangnail, the side that hangnail is located inside through-hole is rotatably connected to cylindrical roller, second step has been bolted baffle, baffle is equipped with the limiting through hole to match with hangnail, spring is equipped between baffle and baffle, pile framing is equipped with the second through-hole, shaft is rotatably connected between pile framing and pile crown, shaft is equipped with the cam to match with cylindrical roller, pile framing is equipped with the first groove, first groove is threaded with sealing cover, first groove is equipped with the second groove, second groove is equipped with installation through-hole, shaft top End is equipped with adjustment groove, and shaft upper side is welded with block, and the second groove is equipped with shelves column and dowel hole, and dowel hole is equipped with pin.
Description
Technical field
The utility model belongs to technical field of buildings, and in particular to a kind of anti-seismic construction pile of Fast Installation disassembly.
Background technique
In today that economy continues to develop, in order to meet the various spiritual demands of people, then various offices, lodging, joy
Happy and building natural also the more covers the more more, more Gai Yuegao；Before building building, it is common that building stake is stamped on ground
Construction techniques；The deep foundation being made of the pile framing (abbreviation cushion cap) of stake and connection stake top or the list being connect by column with pile foundation
Pile foundation, abbreviation pile foundation.If pile body is all embedded in soil, cushion cap bottom surface is contacted with the soil body, then referred to as embedded footing on piles, low capped pile foundation；If pile body
Top is basseted and cushion cap bottom is located at ground or more, then referred to as elevated footing on piles, building pile foundation are usually embedded footing on piles, low capped pile foundation plinth,
In skyscraper, pile foundation is widely used, since present building stake is usually that prefabricated pile body is embedded to the hole dug
In, barbed building stake is set for pile body, needs to take bigger mounting hole, it is time-consuming and laborious, and for not having barbed build
Stake is built, although laborsaving, the radial stability for building stake is poor, and shock resistance is poor.
Utility model content
The purpose of this utility model is: being intended to provide a kind of anti-seismic construction pile of Fast Installation disassembly, has and shrink hangnail
Function, be able to ascend the efficiency of installation, and easy to disassemble, and stable structure anti seismic efficiency is good.
To realize the above-mentioned technical purpose, the technical solution adopted in the utility model is as follows:
A kind of anti-seismic construction pile of Fast Installation disassembly, including pile crown, pile body and pile framing, the pile crown and pile body screw thread
Connection, the pile body are equipped with first through hole, and the pile body is evenly distributed with four column first step through-holes, the first step through-hole
Including first step and second step, the first step is equipped with baffle, and the baffle is welded with hangnail, and the hangnail is through the
One step through-hole, the side that the hangnail is located inside through-hole are rotatably connected to cylindrical roller, and the second step is bolted
There is baffle, the baffle is equipped with the limiting through hole to match with hangnail, and spring, the pile body are equipped between the baffle and baffle
It is threadedly coupled with pile framing, the pile framing is equipped with the second through-hole, and shaft, institute are rotatably connected between the pile framing and pile crown
State between shaft and pile crown be equipped with first bearing, between the shaft and pile framing be equipped with second bearing, the shaft be equipped with
The cam that cylindrical roller matches, the pile framing are equipped with the first groove, and first groove is threaded with sealing cover, described
Sealing cover is equipped with handle of uncapping, and first groove is equipped with the second groove, and second groove is equipped with to match with second bearing
Installation through-hole, the shaft top is equipped with adjustment groove, and the shaft upper side is welded with block, and second groove is set
There are two shelves column and two dowel holes, the dowel hole is equipped with pin.
Using technical solutions of the utility model, sealing cover can be sealed anti-seismic construction pile internal structure, avoid sandstone into
Enter to blockage structure inside anti-seismic construction pile；First step through-hole and baffle fit use energy Fast Installation hangnail and spring；Circle
Column roller and cam engagement reduce frictional force, make to reduce the mobile resistance more being subject to of hangnail；Anti-seismic construction pile is installed to installation
Kong Zhonghou removes pin, and using tool by adjusting groove rotating shaft, block is turned to be contacted with another grade of column, by pin
It is inserted into corresponding dowel hole, fixes shaft, cam follows rotation to squeeze hangnail, and spring-compressed, hangnail is along limit
Through-hole, which moves radially, to be stretched out in first step through-hole insertion soil, in this way, only just can with the hole for taking anti-seismic construction pile diameter
Fast Installation anti-seismic construction pile, while anti-seismic construction pile increases radial stress-bearing capability, stable structure increases shock resistance；Together
Reason when disassembly is desired, removes pin, and using tool by adjusting groove rotating shaft, cam unclamps hangnail, in the work of spring
Under, hangnail is retracted in first step through-hole, so just can be extracted out anti-seismic construction pile by directly choosing；The utility model tool
There is the function of shrinking hangnail, is able to ascend the efficiency of installation, and easy to disassemble, and stable structure anti seismic efficiency is good.
It further limits, the cam is that quadrangle is petal.Such structure, allows cam to adjust same level simultaneously
Four hangnails.
It further limits, the adjustment groove shapes are cross groove.Such structure, the tool rotation of being easy to use turn
Axis.
It further limits, the sealing cover height dimension is equal to the thickness of the first groove.Such structure reduces close
Stress is covered, sealing cover stress and deformation is avoided.
It further limits, the pile crown maximum radius size is greater than the distance between the farthest one end of hangnail and rotating shaft core ruler
It is very little.Such structure, when anti-seismic construction pile being avoided to be mounted in mounting hole, hangnail and inner wall of the hole installing carry out interference effect peace
Dress.
It further limits, the quantity of a column first step through-hole is three.Such structure, multiple hangnail cooperations make
The more stable anti seismic efficiency of earthquake-resistant structure pilework is more preferable.
Detailed description of the invention
The utility model can be further illustrated by the nonlimiting examples that attached drawing provides；
Fig. 1 is a kind of structural schematic diagram one of the anti-seismic construction pile embodiment of Fast Installation disassembly of the utility model；
Fig. 2 is a kind of structural schematic diagram two of the anti-seismic construction pile embodiment of Fast Installation disassembly of the utility model；
Fig. 3 is a kind of the schematic diagram of the section structure one of the anti-seismic construction pile embodiment of Fast Installation disassembly of the utility model；
Fig. 4 is the structure enlargement diagram in Fig. 3 at A；
Fig. 5 is a kind of the schematic diagram of the section structure two of the anti-seismic construction pile embodiment of Fast Installation disassembly of the utility model；
Main element symbol description is as follows:
Pile crown 1, pile body 2, first step through-hole 21, first step 211, second step 212, baffle 213, hangnail 22, gear
Piece 221, first through hole 23, spring 24, pile framing 3, the second through-hole 31, the first groove 32, sealing cover 33, is opened cylindrical roller 222
Lid handle 331, the second groove 34, shelves column 341, dowel hole 342, pin 343, shaft 4, first bearing 41, second bearing 42,
Cam 43, adjustment groove 44, block 45.
Specific embodiment
It is right with reference to the accompanying drawings and examples in order to make those skilled in the art that the utility model may be better understood
Technical solutions of the utility model further illustrate.
As shown in Figs. 1-5, the anti-seismic construction pile of a kind of Fast Installation disassembly of the utility model, including pile crown 1, pile body 2
With pile framing 3, pile crown 1 is threadedly coupled with pile body 2, and pile body 2 is equipped with first through hole 23, and pile body 2 is evenly distributed with four column Firsts
Rank through-hole 21, first step through-hole 21 include first step 211 and second step 212, and first step 211 is equipped with baffle 221, gear
Piece 221 is welded with hangnail 22, and hangnail 22 runs through first step through-hole 21, and hangnail 22 is located at the rotation connection of the side inside through-hole 23
There is cylindrical roller 222, second step 212 has been bolted baffle 213, and it is logical that baffle 213 is equipped with the limit to match with hangnail 22
Hole is equipped with spring 24 between baffle 213 and baffle 221, pile body 2 is threadedly coupled with pile framing 3, and pile framing 3 is equipped with the second through-hole
31, it is rotatably connected to shaft 4 between pile framing 3 and pile crown 1, first bearing 41, shaft 4 and stake are equipped between shaft 4 and pile crown 1
Second bearing 42 is equipped between cushion cap 3, shaft 4 is equipped with the cam 43 to match with cylindrical roller 222, and pile framing 3 is equipped with first
Groove 32, the first groove 32 are threaded with sealing cover 33, and sealing cover 33 is equipped with handle 331 of uncapping, and the first groove 32 is equipped with the
Two grooves 34, the second groove 34 are equipped with the installation through-hole to match with second bearing 42, and 4 top of shaft is equipped with adjustment groove 44,
4 upper side of shaft is welded with block 45, and the second groove 34 sets that there are two shelves column 341 and two dowel holes 342, dowel holes
342 are equipped with pin 343.
Using technical solutions of the utility model, sealing cover 33 can be sealed anti-seismic construction pile internal structure, avoid sandstone
Enter blockage structure inside anti-seismic construction pile；First step through-hole 21 and baffle 213 are with the use of energy Fast Installation hangnail 22
With spring 24；Cylindrical roller 222 and the cooperation of cam 43 reduce frictional force, make to reduce the mobile resistance more being subject to of hangnail 22；It will resist
After shake building stake is installed in mounting hole, pin 343 is removed, using tool by adjusting 44 rotating shaft 4 of groove, 45 turns of block
It moves and is contacted with another grade of column 341, pin is inserted into corresponding dowel hole 342, fix shaft 4, cam 43 follows
Rotation squeezes hangnail 22, spring-compressed, and hangnail 22 moves radially stretching first step through-hole 21 along limiting through hole and is inserted into soil,
In this way, only with take the hole of anti-seismic construction pile diameter just can Fast Installation anti-seismic construction pile, while anti-seismic construction pile increases
Radial stress-bearing capability, stable structure increase shock resistance；Similarly when disassembly is desired, pin 343 is removed, it is logical using tool
44 rotating shaft 4 of adjustment groove is crossed, cam 43 unclamps hangnail 22, and under the action of the spring, hangnail 22 retracts first step through-hole
In 21, just anti-seismic construction pile can be extracted out by directly choosing in this way；The utility model has the function of shrinking hangnail, Neng Gouti
The efficiency of installation is risen, and easy to disassemble, and stable structure anti seismic efficiency is good.
Preferred cam 43 is that quadrangle is petal.Such structure allows cam 43 to adjust four of same level simultaneously
Hangnail 22.In fact, can also consider that cam 43 uses other structures shape as the case may be.
It is preferred that adjustment 44 shape of groove is cross groove.Such structure is easy to use tool rotating shaft 4.It is practical
On, it can also consider that adjusting groove 44 uses other structures shape as the case may be.
It is preferred that 33 height dimension of sealing cover is equal to the thickness of the first groove 32.Such structure reduces sealing cover 33
Stress avoids 33 stress and deformation of sealing cover.In fact, can also consider 33 height dimension of sealing cover less than as the case may be
The thickness of one groove 32.
It is preferred that 1 maximum radius size of pile crown is greater than the distance between the farthest one end of hangnail 22 and 4 axle center of shaft size.In this way
Structure, when anti-seismic construction pile being avoided to be mounted in mounting hole, hangnail 22 and inner wall of the hole installing carry out interference effect installation.It is practical
On, it can also consider that 1 maximum radius size of pile crown is equal between 4 axle center of the farthest one end of hangnail 22 and shaft as the case may be
Apart from size
It is preferred that the quantity of a column first step through-hole 21 is three.Such structure, multiple cooperations of hangnail 22 build antidetonation
It is more preferable to build the more stable anti seismic efficiency of pilework.In fact, can also consider a column first step through-hole 21 as the case may be
Use other quantity.
Above-described embodiment is merely exemplary to illustrate the principle and effect of the utility model, and not for limitation, this is practical new
Type.Any person skilled in the art can all carry out above-described embodiment under the spirit and scope without prejudice to the utility model
Modifications and changes.Therefore, all those of ordinary skill in the art are without departing from the revealed spirit of the utility model
With all equivalent modifications completed under technical idea or change, should be covered by the claim of the utility model.
Claims (6)
1. a kind of anti-seismic construction pile of Fast Installation disassembly, including pile crown (1), pile body (2) and pile framing (3), it is characterised in that:
The pile crown (1) is threadedly coupled with pile body (2), and the pile body (2) is equipped with first through hole (23), and the pile body (2) is uniformly distributed
There are a four column first step through-holes (21), the first step through-hole (21) includes first step (211) and second step (212),
The first step (211) is equipped with baffle (221), and the baffle (221) is welded with hangnail (22), and the hangnail (22) is through the
One step through-hole (21), the hangnail (22) is located at the internal side of through-hole (23) and is rotatably connected to cylindrical roller (222), described
Second step (212) has been bolted baffle (213), and the baffle (213) is equipped with the limiting through hole to match with hangnail (22),
Spring (24) are equipped between the baffle (213) and baffle (221), the pile body (2) is threadedly coupled with pile framing (3), described
Pile framing (3) is equipped with the second through-hole (31), is rotatably connected to shaft (4) between the pile framing (3) and pile crown (1), described turn
First bearing (41) are equipped between axis (4) and pile crown (1), second bearing is equipped between the shaft (4) and pile framing (3)
(42), the shaft (4) is equipped with the cam (43) to match with cylindrical roller (222), and the pile framing (3) is equipped with the first groove
(32), first groove (32) is threaded with sealing cover (33), and the sealing cover (33) is equipped with and uncaps handle (331), institute
The first groove (32) are stated equipped with the second groove (34), second groove (34) is equipped with the installation to match with second bearing (42)
Through-hole, shaft (4) top are equipped with adjustment groove (44), and shaft (4) upper side is welded with block (45), and described the
Two grooves (34) are set there are two shelves column (341) and two dowel holes (342), and the dowel hole (342) is equipped with pin
(343).
2. a kind of anti-seismic construction pile of Fast Installation disassembly according to claim 1, it is characterised in that: the cam (43)
It is petal for quadrangle.
3. a kind of anti-seismic construction pile of Fast Installation disassembly according to claim 2, it is characterised in that: the adjustment groove
(44) shape is cross groove.
4. a kind of anti-seismic construction pile of Fast Installation disassembly according to claim 3, it is characterised in that: the sealing cover
(33) height dimension is equal to the thickness of the first groove (32).
5. a kind of anti-seismic construction pile of Fast Installation disassembly according to claim 4, it is characterised in that: the pile crown (1)
Maximum radius size is greater than hangnail (22) farthest the distance between one end and shaft (4) axle center size.
6. a kind of anti-seismic construction pile of Fast Installation disassembly according to claim 5, it is characterised in that: a column described first
The quantity of step through-hole (21) is three.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821931927.7U CN209243706U (en) | 2018-11-22 | 2018-11-22 | A kind of anti-seismic construction pile of Fast Installation disassembly |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821931927.7U CN209243706U (en) | 2018-11-22 | 2018-11-22 | A kind of anti-seismic construction pile of Fast Installation disassembly |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209243706U true CN209243706U (en) | 2019-08-13 |
Family
ID=67529361
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821931927.7U Expired - Fee Related CN209243706U (en) | 2018-11-22 | 2018-11-22 | A kind of anti-seismic construction pile of Fast Installation disassembly |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209243706U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112359817A (en) * | 2020-11-19 | 2021-02-12 | 西安镇青建筑工程有限公司 | Composite pile foundation of soft soil area foundation and pile foundation construction process thereof |
| CN112900418A (en) * | 2021-01-22 | 2021-06-04 | 福州外语外贸学院 | Supporting pile convenient to assemble for engineering construction |
| CN115419103A (en) * | 2022-10-19 | 2022-12-02 | 四川省送变电建设有限责任公司 | Power transmission line engineering foundation structure and construction method thereof |
-
2018
- 2018-11-22 CN CN201821931927.7U patent/CN209243706U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112359817A (en) * | 2020-11-19 | 2021-02-12 | 西安镇青建筑工程有限公司 | Composite pile foundation of soft soil area foundation and pile foundation construction process thereof |
| CN112900418A (en) * | 2021-01-22 | 2021-06-04 | 福州外语外贸学院 | Supporting pile convenient to assemble for engineering construction |
| CN112900418B (en) * | 2021-01-22 | 2022-06-07 | 福州外语外贸学院 | Supporting pile convenient to assemble for engineering construction |
| CN115419103A (en) * | 2022-10-19 | 2022-12-02 | 四川省送变电建设有限责任公司 | Power transmission line engineering foundation structure and construction 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: 20190813 Termination date: 20211122 |