CN205742155U - A kind of Novel construction steel pile - Google Patents
A kind of Novel construction steel pile Download PDFInfo
- Publication number
- CN205742155U CN205742155U CN201620482397.7U CN201620482397U CN205742155U CN 205742155 U CN205742155 U CN 205742155U CN 201620482397 U CN201620482397 U CN 201620482397U CN 205742155 U CN205742155 U CN 205742155U
- Authority
- CN
- China
- Prior art keywords
- pile body
- pile
- filling tube
- sidewall
- locating ring
- 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
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- Piles And Underground Anchors (AREA)
Abstract
The utility model discloses a kind of Novel construction steel pile, this utility model includes pile body, filling tube;Described pile body outline uses cylinder design;One end of described pile body is provided with pile crown;Described pile crown outline uses conical design;Described pile crown is provided with screw thread;The other end of described pile crown welds with locating ring;Four screws equidistantly it are uniformly provided with along locating ring circumferencial direction on described locating ring;Retainer ring is had around connection on the upper surface of described locating ring;Four cross note positions equidistantly it are uniformly provided with along vertical direction protruding on the sidewall of described pile body;The adjacent pile body sidewall between two cross note position projections is provided with a through hole;Described filling tube is located in the stopper slot within pile body;Described filling tube sidewall is provided with flow-path tube;This utility model structural strength is high, and steadiness is strong, it is simple to carry out location Calculation, it is possible to strengthen the firmness after ground squeezed into by piling bar by injecting concrete.
Description
Technical field
This utility model relates to equipment technical field for building, is specially a kind of Novel construction steel pile.
Background technology
The firm stake of traditional building, without location structure, after squeezing into ground, the only frictional force by pile crown surface with earth is fixed,
Often occur fixing loosely, the phenomenons such as loosening, skidding easily occur, building and equipment are tended not to play the most admittedly
Determine positioning action, affect building and the stability of equipment and safety.
Utility model content
The purpose of this utility model is to provide a kind of Novel construction steel pile, with asking of solving to propose in above-mentioned background technology
Topic.
For achieving the above object, this utility model provides following technical scheme: a kind of Novel construction steel pile, including pile body,
Filling tube;Described pile body outline uses cylinder design;One end of described pile body is provided with pile crown;Described pile crown outline uses
Conical design;Described pile crown is provided with screw thread;The other end of described pile crown welds with locating ring;Along fixed on described locating ring
Position ring circumferencial direction is equidistantly uniformly provided with four screws;Retainer ring is had around connection on the upper surface of described locating ring;Described stake
Four cross note positions equidistantly it are uniformly provided with along vertical direction protruding on the sidewall of body;Between two adjacent cross note position projections
Pile body sidewall be provided with a through hole;Described filling tube is located in the stopper slot within pile body;Set on described filling tube sidewall
There is flow-path tube;Described flow-path tube and through hole are in same level and run through through hole, along retainer ring circle in described retainer ring
Circumferential direction is equidistantly uniformly provided with four horizontal catching grooves;Described filling tube is near retainer ring side and along filling tube circumferencial direction etc.
Away from being uniformly provided with four vertical catching grooves, in described horizontal catching groove and vertical catching groove, it is provided with T-shaped buckle;Described T-shaped buckle vertical
Section is connected with vertical catching groove;The horizontal segment of described T-shaped buckle is connected with horizontal catching groove by bolt.
Preferably, the protruding cross-distribution setting on pile body sidewall with through hole in described cross note position.
Compared with prior art, the beneficial effects of the utility model are: 1, structural strength is high, and steadiness is strong, it is simple to carry out
Location Calculation, it is possible to strengthen the firmness after ground squeezed into by piling bar by injecting concrete;2 specifically, use pile body
On screw thread design, it is simple to pile body entirety squeezes into ground, and the power that process is consumed is relatively small;3, use on pile body sidewall
The design of cross positioning convex, on the one hand can increase the friction after pile body squeezes into ground and between perisporium soil, it is simple to firm,
On the other hand can carry out again altitude location, allow the operator to judge piling bar squeeze into ground after the degree of depth;4, material feeding is used
Pipe designs, it is simple to inject concrete in filling tube, and concrete can pass the through hole on pile body sidewall and stake along flow-path tube
The soil of body perisporium carries out caking and strengthens fixing, and wherein through hole is provided with beneficially reduction office with the cross-distribution of cross positioning convex
The stress in portion is concentrated, and strengthens the compressive property that pile body is overall;5 and T-shaped buckle with horizontal catching groove and vertically sets coordinating of catching groove
Meter, can be fixed after filling tube is inserted stopper slot.
Accompanying drawing explanation
Fig. 1 is side view of the present utility model;
Fig. 2 is front view of the present utility model;
Fig. 3 is retainer ring partial enlarged view of the present utility model;
Fig. 4 is top view of the present utility model;
Fig. 5 is pile body partial sectional view of the present utility model;
Fig. 6 is locating ring partial sectional view of the present utility model.
In figure: 1, pile body;2, filling tube;3, pile crown;4, screw thread;5, locating ring;6, screw;7, retainer ring;8, cross is fixed
Position is protruding;9, through hole;10, stopper slot;11, flow-path tube;12, horizontal catching groove;13, vertical catching groove;14, T-shaped buckle;15, bolt.
Detailed description of the invention
Below in conjunction with the accompanying drawing in this utility model embodiment, the technical scheme in this utility model embodiment is carried out
Clearly and completely describe, it is clear that described embodiment is only a part of embodiment of this utility model rather than whole
Embodiment.Based on the embodiment in this utility model, those of ordinary skill in the art are not under making creative work premise
The every other embodiment obtained, broadly falls into the scope of this utility model protection.
Referring to Fig. 1-6, a kind of technical scheme of this utility model offer: a kind of Novel construction steel pile, including pile body 1, note
Material pipe 2;Described pile body 1 outline uses cylinder design;One end of described pile body 1 is provided with pile crown 3;Described pile crown 3 outline
Use conical design;Described pile crown 3 is provided with screw thread 4;The other end of described pile crown 3 welds with locating ring 5;Described locating ring
Four screws 6 equidistantly it are uniformly provided with along locating ring circumferencial direction on 5;Have solid on the upper surface of described locating ring 5 around connection
Determine ring 7;Equidistantly it is uniformly provided with four cross note position projections 8 along vertical direction on the sidewall of described pile body 1;Adjacent two ten
Pile body 1 sidewall between word note position projection 8 is provided with a through hole 9;Described filling tube 2 is located at the stopper slot 10 within pile body 1
In;Described filling tube 2 sidewall is provided with flow-path tube 11;Described flow-path tube 11 is in same level with through hole 9 and runs through logical
Hole 9;Four horizontal catching grooves 12 equidistantly it are uniformly provided with along retainer ring 7 circumferencial direction in described retainer ring 7;Described filling tube 2 leans on
Nearly retainer ring 7 side is also equidistantly uniformly provided with four vertical catching grooves 13 along filling tube 2 circumferencial direction;Described horizontal catching groove 12 with
Vertically it is provided with T-shaped buckle 14 in catching groove 13;The vertical section of described T-shaped buckle 14 is connected with vertical catching groove 13;Described T-shaped button
The horizontal segment of plate 14 is connected with horizontal catching groove 12 by bolt 15;Described cross note position protruding 8 and through hole 9 are in pile body 1 side
On wall, cross-distribution is arranged.
This utility model in the specific implementation, uses the screw thread 4 on pile crown 3 to design, it is simple to pile body 1 entirety squeezes into ground,
And the power that process is consumed is relatively small;Use the cross positioning convex 8 on pile body 1 sidewall to design, on the one hand can increase
Friction after pile body 1 squeezes into ground and between perisporium soil, it is simple to firm, on the other hand can carry out again altitude location, make behaviour
The degree of depth after ground squeezed into by piling bar is can interpolate that as personnel;Filling tube 2 is used to design, it is simple to inject concrete in filling tube 2,
And concrete can along flow-path tube 11 through pile body 1 sidewall on the soil of through hole 9 and pile body 1 perisporium carry out caking and add strong
Fixed, wherein through hole 9 is provided with, with the cross-distribution of cross positioning convex 8, the stress concentration beneficially reduced locally, strengthens pile body 1 whole
The compressive property of body;And the matching design of T-shaped buckle 14 and horizontal catching groove 12 and vertically catching groove 13, filling tube 2 can be inserted
It is fixed after entering stopper slot 10.
Embodiment the most of the present utility model, for the ordinary skill in the art,
Be appreciated that in the case of without departing from principle of the present utility model and spirit these embodiments can be carried out multiple change,
Amendment, replacement and modification, scope of the present utility model is defined by the appended claims and the equivalents thereof.
Claims (2)
1. a Novel construction steel pile, it is characterised in that: include pile body (1), filling tube (2);Described pile body (1) outline uses
Cylinder design;One end of described pile body (1) is provided with pile crown (3);Described pile crown (3) outline uses conical design;Described
Pile crown (3) is provided with screw thread (4);The other end of described pile crown (3) welds with locating ring (5);Along fixed on described locating ring (5)
Position ring circumferencial direction is equidistantly uniformly provided with four screws (6);Retainer ring is had around connection on the upper surface of described locating ring (5)
(7);Four cross note positions equidistantly it are uniformly provided with along vertical direction protruding (8) on the sidewall of described pile body (1);Adjacent two
Pile body (1) sidewall between cross note position protruding (8) is provided with a through hole (9);Described filling tube (2) is located in pile body (1)
In the stopper slot (10) in portion;Described filling tube (2) sidewall is provided with flow-path tube (11);Described flow-path tube (11) and through hole (9) place
In same level and run through through hole (9), described retainer ring (7) is equidistantly uniformly provided with along retainer ring (7) circumferencial direction
Four horizontal catching grooves (12);Close retainer ring (7) side of described filling tube (2) is the most equal along filling tube (2) circumferencial direction
Even it is provided with four vertical catching grooves (13), in described horizontal catching groove (12) and vertical catching groove (13), is provided with T-shaped buckle (14);Described T
The vertical section of shape buckle (14) is connected with vertical catching groove (13);The horizontal segment of described T-shaped buckle (14) passes through bolt (15)
It is connected with horizontal catching groove (12).
A kind of Novel construction steel pile the most according to claim 1, it is characterised in that: described cross note position protruding (8) is with logical
Hole (9) cross-distribution on pile body (1) sidewall is arranged.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201620482397.7U CN205742155U (en) | 2016-05-25 | 2016-05-25 | A kind of Novel construction steel pile |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201620482397.7U CN205742155U (en) | 2016-05-25 | 2016-05-25 | A kind of Novel construction steel pile |
Publications (1)
Publication Number | Publication Date |
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CN205742155U true CN205742155U (en) | 2016-11-30 |
Family
ID=57362716
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN201620482397.7U Expired - Fee Related CN205742155U (en) | 2016-05-25 | 2016-05-25 | A kind of Novel construction steel pile |
Country Status (1)
Country | Link |
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CN (1) | CN205742155U (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105926588A (en) * | 2016-05-07 | 2016-09-07 | 哈尔滨共阳科技咨询有限公司 | Novel building steel pile |
CN109778892A (en) * | 2019-01-24 | 2019-05-21 | 温州华睿建设有限公司 | A kind of ground pile-forming apparatus of municipal works |
-
2016
- 2016-05-25 CN CN201620482397.7U patent/CN205742155U/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105926588A (en) * | 2016-05-07 | 2016-09-07 | 哈尔滨共阳科技咨询有限公司 | Novel building steel pile |
CN109778892A (en) * | 2019-01-24 | 2019-05-21 | 温州华睿建设有限公司 | A kind of ground pile-forming apparatus of municipal works |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
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: 20161130 Termination date: 20170525 |