CN207919541U - A kind of compound pile-type structure suitable for coastal deep Backfill Foundation processing - Google Patents
A kind of compound pile-type structure suitable for coastal deep Backfill Foundation processing Download PDFInfo
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- CN207919541U CN207919541U CN201820295119.XU CN201820295119U CN207919541U CN 207919541 U CN207919541 U CN 207919541U CN 201820295119 U CN201820295119 U CN 201820295119U CN 207919541 U CN207919541 U CN 207919541U
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- groove
- compound pile
- carrying platform
- motion bar
- pile body
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Abstract
The utility model discloses a kind of compound pile-type structures suitable for coastal deep Backfill Foundation processing, including compound pile body and carrying platform, the top of the compound pile body and the lower surface of carrying platform are welded, the upper surface of the carrying platform offers the first groove, the bottom of first inside grooves and the top of compound pile body offer circular hole, and two circular holes are connected, the internal activity of the circular hole is connected with motion bar, it is connected with reinforcing anchor in the through-hole that the composite pile body surface opens up, the two sides of first groove inner wall offer the second groove, it is fixedly connected with fixed plate at the top of the motion bar, the two sides of the fixed plate offer third groove.The utility model solves deep Backfill Foundation processing coastal at present and receives moisture attack by setting motion bar, reinforcing anchor, fixed plate movable plate and gear, the larger problem of the possibility that composite pile settles.
Description
Technical field
The utility model is related to composite pile technical fields, specially a kind of to be suitable for what coastal deep Backfill Foundation was handled
Compound pile-type structure.
Background technology
Backfill refers in engineering construction, after completing the below grounds engineerings such as basis, then returns the soil tamped, backfill
It refer to the work progress of the backfill of fetching earth within 5m after the completion of the concealed works such as basis and bed course.Composite pile foundation typically refers to
By the pile foundation of stake and cushion cap and cushion cap bottom foundation soil three's shared load, but deep Backfill Foundation processing coastal at present
Moisture attack is received, the possibility that composite pile settles is larger.
Utility model content
（One）The technical issues of solution
In view of the deficiencies of the prior art, the utility model provides a kind of suitable for coastal deep Backfill Foundation processing
Compound pile-type structure solves deep Backfill Foundation processing coastal at present and receives moisture attack, and what composite pile settled can
It can the larger problem of property.
（Two）Technical solution
To achieve the above object, the utility model provides the following technical solutions：One kind being suitable for coastal deep backfill soil
The compound pile-type structure of base processing, including compound pile body and carrying platform, the top of the compound pile body and carrying platform
Lower surface welding, the upper surface of the carrying platform offers the first groove, the bottom of first inside grooves and compound
The top of pile body offers circular hole, and two circular holes are connected, and the internal activity of the circular hole is connected with motion bar, described
Reinforcing anchor is connected in the through-hole that composite pile body surface opens up.
The two sides of first groove inner wall offer the second groove, are fixedly connected at the top of the motion bar
The two sides of fixed board, the fixed plate offer third groove, and the internal activity of the third groove is connected with movable plate, institute
The bottom fixation for stating third groove inner wall is inlaid with bearing, and the inner surface of the bearing is fixedly connected with bull stick, the bull stick
Surface has been fixedly attached gear, and the teeth of the gear are engaged with the tooth socket that movable plate front opens up.
Preferably, the both sides of the carrying platform offer overlap joint slot, and the overlap joint channel opening on the left of carrying platform to
Under, the overlap joint channel opening on the right side of carrying platform is upward.
Preferably, the motion bar and reinforcing anchor are round bar, and the bottom of motion bar and the both ends of reinforcing anchor are light
Semi pivot ball.
Preferably, fixed plate is run through at the top of the bull stick, and hexagonal jack is offered at the top of bull stick.
Preferably, the size of second groove is adapted with the size of movable plate.
（Three）Advantageous effect
The utility model provides a kind of compound pile-type structure suitable for coastal deep Backfill Foundation processing, have with
Lower advantageous effect：
Compound pile body is squeezed into ground by the utility model by the way that motion bar is arranged, reinforces anchor, fixed plate movable plate and gear
Behind face, the lower surface of carrying platform is contacted with foundation surface, then motion bar is inserted into circular hole, and pressing motion bar moves down,
The bottom of motion bar and the end thereof contacts for reinforcing anchor will reinforce anchor and squeeze out the through-hole that composite pile body surface opens up so that is compound
Pile body and the contact area of Backfill Foundation increase, and reduce the possibility that sedimentation occurs, when fixed plate enters the first groove
Afterwards, it being inserted into hexagonal jack and is rotated using die nut, band moving gear rotates, to drive movable plate to be inserted into the second groove,
The fixation to motion bar is completed, deep Backfill Foundation processing coastal at present is solved and receives moisture attack, composite pile occurs heavy
The larger problem of the possibility of drop.
Description of the drawings
Fig. 1 is the utility model front elevational view；
Fig. 2 is schematic enlarged-scale view at A in the utility model Fig. 1.
In figure：1 compound pile body, 2 carrying platforms, 3 first grooves, 4 circular holes, 5 motion bars, 6 reinforce anchors, 7 second grooves,
8 fixed plates, 9 third grooves, 10 movable plates, 11 bearings, 12 bull sticks, 13 gears, 14 overlap joint slots, 15 hexagonal jacks.
Specific implementation mode
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
The every other embodiment obtained, shall fall within the protection scope of the present invention.
As shown in Figs. 1-2, the utility model provides a kind of technical solution：One kind is suitable at coastal deep Backfill Foundation
The both sides of the compound pile-type structure of reason, including compound pile body 1 and carrying platform 2, carrying platform 2 offer overlap joint slot 14,
And the overlap joint channel opening in 2 left side of carrying platform is downward, 14 opening upwards of overlap joint slot on 2 right side of carrying platform are overlapped by being arranged
Slot 14, can by polylith carrying platform 2 overlap get up, polylith carrying platform 2 is stitched together, the top of compound pile body 1 with hold
The lower surface of carrying platform 2 is welded, and the upper surface of carrying platform 2 offers the first groove 3, the bottom the first groove 3 inside and is answered
The top for closing pile body 1 offers circular hole 4, and two circular holes 4 are connected, and the internal activity of circular hole 4 is connected with motion bar 5,
It is connected in the through-hole that 1 surface of compound pile body opens up and reinforces anchor 6, motion bar 5 and reinforcing anchor 6 are round bar, and activity
The bottom of bar 5 and the both ends for reinforcing anchor 6 are smooth semi-round ball, when motion bar 5 moves down, pass through the bottom of motion bar 5
Smooth semi-round ball squeeze the smooth semi-round ball for reinforcing anchor 6 one end, anchor 6 will be reinforced and squeezed out.
The two sides of first groove, 3 inner wall offer the second groove 7, and the top of motion bar 5 is fixedly connected with fixed plate
8, the two sides of fixed plate 8 offer third groove 9, and the internal activity of third groove 9 is connected with movable plate 10, the second groove
7 size is adapted with the size of movable plate 10, and the bottom of 9 inner wall of third groove, which is fixed, is inlaid with bearing 11, bearing 11 it is interior
Surface is fixedly connected with bull stick 12, and fixed plate 8 is run through at the top of bull stick 12, and the top of bull stick 12 offers hexagonal jack 15,
The surface of bull stick 12 has been fixedly attached gear 13, and the teeth of gear 13 are engaged with the tooth socket that 10 front of movable plate opens up, by turning
Moving gear 13 drives movable plate 10 to be inserted into the second groove 7, motion bar 5 is fixed, while can also protect the complete of carrying platform 2
Whole property.
When in use, first motion bar 5 is extracted from circular hole 4, then after compound pile body 1 is squeezed into ground, carrying platform 2
Lower surface contacted with foundation surface, then by motion bar 5 be inserted into circular hole 4 in, pressing motion bar 5 move down, motion bar 5
Bottom and the end thereof contacts for reinforcing anchor 6 will reinforce anchor 6 and squeeze out the through-hole that 1 surface of compound pile body opens up so that compound pile body
1 increases with the contact area of Backfill Foundation, reduces the possibility that sedimentation occurs, after fixed plate 8 enters the first groove 3,
It is inserted into hexagonal jack 15 and is rotated using die nut, band moving gear 13 rotates, to drive movable plate 10 to be inserted into the second groove 7
In, complete the fixation to motion bar 5.
It can to sum up obtain, the utility model is by being arranged motion bar 5, reinforcing anchor 6,8 movable plate 10 of fixed plate and gear 13, solution
Current coastal deep Backfill Foundation processing of having determined receives moisture attack, the larger problem of the possibility that composite pile settles.
It should be noted that herein, relational terms such as first and second and the like are used merely to a reality
Body or operation are distinguished with another entity or operation, are deposited without necessarily requiring or implying between these entities or operation
In any actual relationship or order or sequence.Moreover, the terms "include", "comprise" or its any other variant are intended to
Non-exclusive inclusion, so that the process, method, article or equipment including a series of elements is not only wanted including those
Element, but also include other elements that are not explicitly listed, or further include for this process, method, article or equipment
Intrinsic element.
While there has been shown and described that the embodiments of the present invention, for the ordinary skill in the art,
It is appreciated that can these embodiments be carried out with a variety of variations in the case where not departing from the principles of the present invention and spirit, repaiied
Change, replace and modification, the scope of the utility model are defined by the appended claims and the equivalents thereof.
Claims (5)
1. a kind of compound pile-type structure suitable for coastal deep Backfill Foundation processing, including compound pile body（1）And carrying
Platform（2）, it is characterised in that：The compound pile body（1）Top and carrying platform（2）Lower surface welding, the carrying
Platform（2）Upper surface offer the first groove（3）, first groove（3）Internal bottom and compound pile body（1）Top
Portion offers circular hole（4）, and two circular holes（4）It is connected, the circular hole（4）Internal activity be connected with motion bar（5）, institute
State compound pile body（1）Reinforcing anchor is connected in the through-hole that surface opens up（6）；
First groove（3）The two sides of inner wall offer the second groove（7）, the motion bar（5）Top fix connect
It is connected to fixed plate（8）, the fixed plate（8）Two sides offer third groove（9）, the third groove（9）Inside
It is connected with movable plate（10）, the third groove（9）The bottom of inner wall is fixed and is inlaid with bearing（11）, the bearing（11）
Inner surface be fixedly connected with bull stick（12）, the bull stick（12）Surface be fixedly attached gear（13）, the gear（13）
Teeth and movable plate（10）The tooth socket engagement that front opens up.
2. a kind of compound pile-type structure suitable for coastal deep Backfill Foundation processing according to claim 1, special
Sign is：The carrying platform（2）Both sides offer overlap joint slot（14）, and carrying platform（2）The overlap joint channel opening in left side
Downwards, carrying platform（2）The overlap joint slot on right side（14）Opening upwards.
3. a kind of compound pile-type structure suitable for coastal deep Backfill Foundation processing according to claim 1, special
Sign is：The motion bar（5）With reinforcing anchor（6）It is round bar, and motion bar（5）Bottom and reinforce anchor（6）Both ends it is equal
For smooth semi-round ball.
4. a kind of compound pile-type structure suitable for coastal deep Backfill Foundation processing according to claim 1, special
Sign is：The bull stick（12）Top run through fixed plate（8）, and bull stick（12）Top offer hexagonal jack（15）.
5. a kind of compound pile-type structure suitable for coastal deep Backfill Foundation processing according to claim 1, special
Sign is：Second groove（7）Size and movable plate（10）Size be adapted.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820295119.XU CN207919541U (en) | 2018-03-02 | 2018-03-02 | A kind of compound pile-type structure suitable for coastal deep Backfill Foundation processing |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820295119.XU CN207919541U (en) | 2018-03-02 | 2018-03-02 | A kind of compound pile-type structure suitable for coastal deep Backfill Foundation processing |
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| Publication Number | Publication Date |
|---|---|
| CN207919541U true CN207919541U (en) | 2018-09-28 |
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ID=63602083
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820295119.XU Expired - Fee Related CN207919541U (en) | 2018-03-02 | 2018-03-02 | A kind of compound pile-type structure suitable for coastal deep Backfill Foundation processing |
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| Country | Link |
|---|---|
| CN (1) | CN207919541U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112575822A (en) * | 2020-11-19 | 2021-03-30 | 浙江二十冶建设有限公司 | Anti-floating construction method for existing building main body |
-
2018
- 2018-03-02 CN CN201820295119.XU patent/CN207919541U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112575822A (en) * | 2020-11-19 | 2021-03-30 | 浙江二十冶建设有限公司 | Anti-floating construction method for existing building main body |
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| Date | Code | Title | Description |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180928 Termination date: 20190302 |
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| CF01 | Termination of patent right due to non-payment of annual fee |