CN208088291U - Reinforce the concrete tubular pile of Soft Railway - Google Patents
Reinforce the concrete tubular pile of Soft Railway Download PDFInfo
- Publication number
- CN208088291U CN208088291U CN201820458395.3U CN201820458395U CN208088291U CN 208088291 U CN208088291 U CN 208088291U CN 201820458395 U CN201820458395 U CN 201820458395U CN 208088291 U CN208088291 U CN 208088291U
- Authority
- CN
- China
- Prior art keywords
- tube body
- concrete tubular
- fixedly connected
- lever
- tubular pile
- 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.)
- Expired - Fee Related
Links
Landscapes
- Earth Drilling (AREA)
Abstract
The utility model discloses the concrete tubular piles for reinforcing Soft Railway, belong to concrete tubular pile technical field.The concrete tubular pile of Soft Railway, including tube body are reinforced, through hole is offered on the tube body, auger bar is inserted on the through hole, auger bar one end is fixedly connected with augers, turning set is fixedly connected on the inboard wall of tube body；The utility model realizes that tube body and the wall of a borehole realization of base soil are bonded, improve overall stability, in addition movable plate is pressed while pressing lever moves down, to the long end of movable plate presses lever, the pushing to consolidating drilling rod is realized under the action of shaft so that firm drilling rod pierces base soil, and auger bar and augers are connected between pile pile and foundation soil, with the firmwares such as the firm drilling rod of tube body bottom side, overall stability is further improved.
Description
Technical field
The utility model is related to concrete tubular pile technical fields, more particularly to reinforce the pipe of concrete of Soft Railway
Stake.
Background technology
The relationship of ground and railway bed is very close, ground issue handling it is appropriate whether, not only influence railway and make
Valence, and the safety of railway is directly affected, it is directly related to quality, investment and the progress of entire engineering.
Prestressed concrete pipe pile also known as Big Pipe Pile, prestressed reinforced concrete pipe pile are by piling machine by prestress steel
Reinforced concrete pipe pile monkey enters in foundation soil, by compacted and principle,displacement form compound foundation, but due in pile pile and foundation soil
By being press-connected, without firmware, it inevitably will appear gap during hammering downwards, after concrete perfusion is reinforced,
But since the wall of a borehole and pile pile have gap so far, it is bad that pile pile is connected to the firm performance in ground.
Utility model content
Connect purpose of the utility model is to solve there is no firmware, pile pile between pile pile and foundation soil in the prior art
The firm performance problem of poor being connected in ground, and the concrete tubular pile of the reinforcing Soft Railway proposed.
To achieve the goals above, the utility model uses following technical solution：
The concrete tubular pile of Soft Railway, including tube body are reinforced, through hole is offered on the tube body, it is described to run through
It is inserted with auger bar on hole, auger bar one end is fixedly connected with augers, fixed on the inboard wall of tube body to connect
It is connected to turning set, position limiting slide block is fixedly connected on the turning set inner wall, offers on the auger bar and is slided with limit
The corresponding spiral limit sliding chutes of block, the described one end of auger bar far from augers are rotatably connected to limit follower plate, institute
It states and is inserted with pressing lever in tube body, fixing sleeve is connected to limit active plate corresponding with limit follower plate, the pipe on the pressing lever
Telescopic rod is fixedly connected on body bottom wall, the telescopic rod upper end is fixedly connected with movable plate, the pressing lever lower end and movement
Plate offsets, and the tube body bottom side slidably connects firm drilling rod, is rotatably connected to lever by shaft on the tube body bottom wall, institute
It states lever with firm drilling rod to be connected, the one end of the lever far from tube body bottom wall is connected with movable plate.
Preferably, the pressing lever upper end is fixedly connected with pressing plate.
Preferably, the side that offsets of the pressing lever and movable plate is fixedly connected with protection rubber.
Preferably, sliding block is rotatably connected to by connecting shaft on the firm drilling rod, is offered on the lever and sliding block
Corresponding sliding slot.
Preferably, multiple through-holes are offered on the tube body, and it is evenly distributed on tube body.
Compared with prior art, the utility model provides the concrete tubular pile for reinforcing Soft Railway, has following
Advantageous effect：
The concrete tubular pile of the reinforcing Soft Railway, it is downward by pressing pressing lever when tube body is inserted into base soil
Mobile, pressing lever pushes limit follower plate to move by the limit active plate that it is fixedly attached, and spiral shell is pushed to limit follower plate
It revolves catch bar to move to through hole direction, while the position limiting slide block on the turning set at through hole and the spiral shell on auger bar
Under the action of revolving limit sliding chutes, rotation is realized while auger bar moves, so that auger bar drives auger
Head pierces base soil, to realize that tube body and the wall of a borehole realization of base soil are bonded, improves overall stability, is in addition pressing
Movable plate is pressed while bar moves down, and to the long end of movable plate presses lever, is realized to firm under the action of shaft
The pushing of drilling rod so that firm drilling rod pierces base soil, and auger bar and augers are connected between pile pile and foundation soil, and
The firmwares such as the firm drilling rod of tube body bottom side, further improve overall stability.
It is not directed to part in the device to be the same as those in the prior art or can be realized by using the prior art, the utility model
It is good that pile pile is connected to the firm performance in ground.
Description of the drawings
Fig. 1 be the utility model proposes reinforcing Soft Railway concrete tubular pile structural schematic diagram；
Fig. 2 be the utility model proposes reinforcing Soft Railway concrete tubular pile cross-section structure simplified schematic diagram；
Fig. 3 be the utility model proposes reinforcing Soft Railway concrete tubular pile Fig. 2 in cross-section structure at A show
Meaning schematic diagram.
In figure：1 tube body, 2 auger bars, 3 augers, 4 firm drilling rods, 5 through-holes, 6 pressing levers, 7 limit active plates,
8 protection rubber, 9 movable plates, 10 levers, 11 connecting shafts, 12 shafts, 13 telescopic rods, 14 through holes, 15 sliding blocks, 16 sliding slots, 17 spiral shells
Revolve limit sliding chutes, 18 position limiting slide blocks, 19 turning sets, 20 limit follower plates, 21 pressing plate.
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.
In the description of the present invention, it should be understood that term "upper", "lower", "front", "rear", "left", "right",
The orientation or positional relationship of the instructions such as "top", "bottom", "inner", "outside" is to be based on the orientation or positional relationship shown in the drawings, and is only
The utility model and simplifying describes for ease of description, do not indicate or imply the indicated device or element must have it is specific
Orientation, with specific azimuth configuration and operation, therefore should not be understood as limiting the present invention.
Referring to Fig.1-3, the concrete tubular pile of Soft Railway, including tube body 1 are reinforced, through hole is offered on tube body 1
14, it is inserted with auger bar 2 on through hole 14,2 one end of auger bar is fixedly connected with augers 3, solid on 1 inner wall of tube body
Surely it is connected with turning set 19, position limiting slide block 18 is fixedly connected on 19 inner wall of turning set, offers and limits on auger bar 2
18 corresponding spiral limit sliding chutes 17 of sliding block, the one end of auger bar 2 far from augers 3 is rotatably connected to limit follower plate
20, pressing lever 6 is inserted in tube body 1, fixing sleeve is connected to limit active plate 7 corresponding with limit follower plate 20, tube body on pressing lever 6
Telescopic rod 13 is fixedly connected on 1 bottom wall, 13 upper end of telescopic rod is fixedly connected with movable plate 9,6 lower end of pressing lever and movable plate 9
It offsets, 1 bottom side of tube body slidably connects firm drilling rod 4, and lever 10, lever are rotatably connected to by shaft 12 on 1 bottom wall of tube body
10 are connected with firm drilling rod 4, and the one end of lever 10 far from 1 bottom wall of tube body is connected with movable plate 9.
6 upper end of pressing lever is fixedly connected with pressing plate 21, and the pushing to pressing lever 6 is easy to implement by pressing plate 21.
The side that offsets of pressing lever 6 and movable plate 9 is fixedly connected with protection rubber 8, is effectively protected pressing lever 6 and movable plate
9。
Sliding block 15 is rotatably connected to by connecting shaft 11 on firm drilling rod 4, is offered on lever 10 corresponding with sliding block 15
Sliding slot 16 pushes firm drilling rod 4 to move down convenient for stablizing.
Multiple through-holes 5 are offered on tube body 1, and it is evenly distributed on tube body 1, concrete is in direct contact by through-hole 5
On base soil, stable connection is further improved.
In the utility model, the concrete tubular pile of the reinforcing Soft Railway passes through when tube body 1 is inserted into base soil
Pressing pressing lever 6 moves down, and pressing lever 6 pushes limit follower plate 20 to move by the limit active plate 7 that it is fixedly attached, from
And limit follower plate 20 and auger bar 2 is pushed to be moved to 14 direction of through hole, while on the turning set 19 at through hole 14
Position limiting slide block 18 and auger bar 2 on spiral limit sliding chutes 17 under the action of, auger bar 2 move while realize
Rotation, so that auger bar 2 drives augers 3 to pierce base soil 3, to realize that tube body 1 and the wall of a borehole of base soil are real
It is now bonded, improves overall stability, movable plate 9 is in addition pressed while pressing lever 6 moves down, to movable plate
The pushing to consolidating drilling rod 4 is realized under the action of shaft 12 in the long end of 9 presses levers 10 so that firm drilling rod 4 pierces base
It is firm to be connected with auger bar 2 and augers and the firm drilling rod 4 of 1 bottom side of tube body etc. for soil between pile pile and foundation soil
Part further improves overall stability.
The preferable specific implementation mode of the above, only the utility model, but the scope of protection of the utility model is not
Be confined to this, any one skilled in the art within the technical scope disclosed by the utility model, according to this practicality
Novel technical solution and its utility model design are subject to equivalent substitution or change, should all cover the protection model in the utility model
Within enclosing.
Claims (5)
1. reinforcing the concrete tubular pile of Soft Railway, including tube body (1), which is characterized in that offered on the tube body (1)
Through hole (14) is inserted with auger bar (2) on the through hole (14), and described auger bar (2) one end is fixedly connected with
Augers (3), is fixedly connected with turning set (19) on tube body (1) inner wall, fixed on turning set (19) inner wall to connect
It is connected to position limiting slide block (18), spiral limit sliding chutes corresponding with position limiting slide block (18) are offered on the auger bar (2)
(17), the one end of the auger bar (2) far from augers (3) is rotatably connected to limit follower plate (20), the tube body
(1) pressing lever (6) is inserted in, fixing sleeve is connected to limit active plate corresponding with limit follower plate (20) on the pressing lever (6)
(7), telescopic rod (13) is fixedly connected on tube body (1) bottom wall, telescopic rod (13) upper end is fixedly connected with movable plate
(9), pressing lever (6) lower end offsets with movable plate (9), and tube body (1) bottom side slidably connects firm drilling rod (4), institute
It states and lever (10) is rotatably connected to by shaft (12) on tube body (1) bottom wall, the lever (10) is connected with firm drilling rod (4),
The one end of the lever (10) far from tube body (1) bottom wall is connected with movable plate (9).
2. the concrete tubular pile according to claim 1 for reinforcing Soft Railway, which is characterized in that the pressing lever
(6) upper end is fixedly connected with pressing plate (21).
3. the concrete tubular pile according to claim 1 for reinforcing Soft Railway, which is characterized in that the pressing lever
(6) protection rubber (8) is fixedly connected with the side that offsets of movable plate (9).
4. the concrete tubular pile according to claim 1 for reinforcing Soft Railway, which is characterized in that the firm drilling rod
(4) sliding block (15) is rotatably connected to by connecting shaft (11) on, cunning corresponding with sliding block (15) is offered on the lever (10)
Slot (16).
5. the concrete tubular pile according to claim 1 for reinforcing Soft Railway, which is characterized in that the tube body (1)
On offer multiple through-holes (5), and it is evenly distributed on tube body (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820458395.3U CN208088291U (en) | 2018-03-31 | 2018-03-31 | Reinforce the concrete tubular pile of Soft Railway |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820458395.3U CN208088291U (en) | 2018-03-31 | 2018-03-31 | Reinforce the concrete tubular pile of Soft Railway |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208088291U true CN208088291U (en) | 2018-11-13 |
Family
ID=64057472
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820458395.3U Expired - Fee Related CN208088291U (en) | 2018-03-31 | 2018-03-31 | Reinforce the concrete tubular pile of Soft Railway |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208088291U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112627159A (en) * | 2020-12-06 | 2021-04-09 | 唐建厚 | Pressure-resistant highway subgrade gravel pile vibration-impact-resistant outer protection structure and using method thereof |
| CN113882420A (en) * | 2021-11-25 | 2022-01-04 | 甘肃建筑职业技术学院 | Foundation engineering composite pile and pile foundation construction method |
| CN114482111A (en) * | 2022-03-31 | 2022-05-13 | 安徽开盛津城建设有限公司 | Reinforcement type building pile foundation |
-
2018
- 2018-03-31 CN CN201820458395.3U patent/CN208088291U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112627159A (en) * | 2020-12-06 | 2021-04-09 | 唐建厚 | Pressure-resistant highway subgrade gravel pile vibration-impact-resistant outer protection structure and using method thereof |
| CN113882420A (en) * | 2021-11-25 | 2022-01-04 | 甘肃建筑职业技术学院 | Foundation engineering composite pile and pile foundation construction method |
| CN114482111A (en) * | 2022-03-31 | 2022-05-13 | 安徽开盛津城建设有限公司 | Reinforcement type building pile foundation |
| CN114482111B (en) * | 2022-03-31 | 2024-02-02 | 安徽开盛津城建设有限公司 | Reinforced building pile foundation |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN208088291U (en) | Reinforce the concrete tubular pile of Soft Railway | |
| CN208167710U (en) | A kind of barb type construction pile | |
| CN206346205U (en) | A kind of sawtooth anchor formula miniature steel pipe concrete-pile for slope treatment | |
| CN104674873B (en) | A kind of metamorphic mechanisms formula can casting excavator | |
| CN104878749B (en) | Octagon soil cement pile-formation machine | |
| CN105019439A (en) | Octagonal cemented soil pile-forming machine | |
| CN202370432U (en) | Rotary drilling tool and rotary drilling machine with the same | |
| CN206928362U (en) | A kind of building machinery with skew hopper rear wall | |
| CN107503367B (en) | A kind of ground having function of seismic resistance | |
| CN203440821U (en) | Closed type barrel supporting structure | |
| CN106812472A (en) | A kind of eccentric diameter-enlarging drill bit | |
| CN205857167U (en) | A kind of boring extruding reinforcement support disk pile | |
| CN205934925U (en) | Pile pressing machine | |
| CN108086915A (en) | A kind of major diameter jet mixing drill bit | |
| CN207646726U (en) | A kind of prestressed concrete prefabricated pile | |
| CN213805320U (en) | Rammed filler agitating unit of compaction stake construction usefulness | |
| CN207701084U (en) | A kind of major diameter jet mixing drill bit | |
| CN110094160A (en) | A kind of square pile driller | |
| CN204551443U (en) | A kind of concrete pile | |
| CN216194667U (en) | Construction device for pile foundation engineering | |
| CN213682067U (en) | Dykes and dams slope tamping device for water conservancy construction | |
| CN220132909U (en) | Material grouting and discharging mechanism | |
| CN209293435U (en) | A kind of architectural engineering implementation hopper | |
| CN216690482U (en) | Center pillar setting device for building engineering construction | |
| CN207062934U (en) | One kind building stake |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20181113 Termination date: 20190331 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |