CN208105253U - A kind of prestressed concrete pipe pile being easy to pile sinking - Google Patents
A kind of prestressed concrete pipe pile being easy to pile sinking Download PDFInfo
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- CN208105253U CN208105253U CN201721773357.9U CN201721773357U CN208105253U CN 208105253 U CN208105253 U CN 208105253U CN 201721773357 U CN201721773357 U CN 201721773357U CN 208105253 U CN208105253 U CN 208105253U
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Abstract
The utility model discloses a kind of prestressed concrete pipe piles for being easy to pile sinking,One hollow cylindrical body is set as tubular pole main body,The inner wall of tubular pole main body is symmetrically arranged with several stiffener plates,The periphery of the place's of joining connection central axis of stiffener plate,Tubular pole main body,Stiffener plate and central axis constitute a combined prestressing force load-bearing tube body,One end of stiffener plate and central axis is concordant with tubular pole main body to be convenient for receiving pressure to be settled,The other end of stiffener plate and central axis protrudes from the other end of tubular pole main body and is equipped with pyramid wedge angle convenient for wedging ground,The both ends of tubular pole main body are socketed with steel hoop,For enhancing the structural strength of tubular pole main body,The utility model is in the state of guaranteeing strength of pile body,By changing the cross-sectional structure of concrete tubular pile and the structure of tip,So that pressure needed for sedimentation pipeline is greatly reduced,Solves the technical issues of prestressed concrete pipe pile is not easy pile sinking in the prior art,With good practical value.
Description
Technical field
The utility model relates to a kind of concrete tubular pile, in particular to a kind of prestressed concrete pipe pile for being easy to pile sinking.
Background technique
Prestressed concrete pipe pile can be divided into post-tensioned prestressing stake and pretensioned-prestressed tube pile.Pretensioned prestressing
Tubular pole is using a kind of hollow cylinder elongate concrete prefabricated components made of pretensioned prestressing technique and centrifugal casting, master
It to be made of cylinder-shaped pile body, end plate and steel hoop etc..Concrete tubular pile has cross, pyramid type and open-type.It is cross
Closed type is also referred to as with pyramid type.District of Shanghai is relatively more using open-type pile top (boots), and Guangdong and Hong Kong and Macao, using cross
Type pile top (boots) is more.There are about 1/3 long inner cavities to be clogged by the soil body for pile body lower part after open-type pile top (boots) sinks to soil layer, sinks
The soil-squeezing action occurred when stake is more smaller than sealing type pile top (boots).But sealing type pile top is sunk in soil layer, and pile body inner cavity exists
It is very clear under the irradiation of electric light and flashlight light, therefore, can use ocular estimate check pile pile quality, and with directly measurement method
Repetition measurement pile sinking length.Pile top off-gauge closes design requirement, will also result in accident resulting from poor quality of projects, so Guangdong standard《Prestressing force
Pipe pile foundation technical regulation》DBJ15-22-98 has made regulation to common pile top specification.There are many tubular pole pile sinking process, at me
The method that the country of state constructed has：Hammering method, static pressure method, lash method, water jetting, prebored hole method and middle pick method etc., and with static pressure
Method is with the most use.Due to diesel hammer piling when vibration acutely, noise it is big, for adapt to urban district construction need, China was each in recent years
Ground develops the technique of the static pile press pressure pile for prestressed pipe of large-tonnage, and static pile press can be divided into roof pressing type again and embrace pressure
Formula, hugging pressure type are that the clamping plate of a machine clamps pile body, are worked by the principle that the frictional force for holding plate is greater than soil-entering resistance, static press piling
Machine maximum pile driving pressure needs 5000-6000KN that the pile for prestressed pipe of diameter 500-600 could be pressed onto the supporting course of design requirement,
So just there is very high power demand to pressing machine, therefore it is desirable to have a kind of prestressed concrete pipe pile for being easy to pile sinking
It constructs, to improve the quality and stability of prestressed concrete pipe pile, and reduces construction volume.
Utility model content
The utility model proposes a kind of prestressed concrete pipe piles for being easy to pile sinking, solve prestressing force in the prior art
Concrete tubular pile is not easy the technical issues of pile sinking, in the state of guaranteeing strength of pile body, changes the transversal of concrete tubular pile
The structure of face structure and tip, so that pressure needed for sedimentation pipeline is greatly reduced.
In order to solve the above-mentioned technical problem, the utility model provides the following technical solution：
A kind of prestressed concrete pipe pile for being easy to pile sinking of the utility model, including tubular pole main body, stiffener plate, central axis
With pyramid wedge angle and steel hoop, the tubular pole main body is a hollow cylindrical body, and the inner wall of the tubular pole main body is symmetrically arranged with
Several stiffener plates, the place of joining of the stiffener plate connect the periphery of the central axis, the tubular pole main body, described
Stiffener plate and central axis constitute a combined prestressing force load-bearing tube body, one end and institute of the stiffener plate and the central axis
State that tubular pole main body is concordant, the other end of the stiffener plate and the central axis protrudes from the other end of the tubular pole main body and sets
There is the pyramidal point angle, the both ends of the tubular pole main body are socketed with the steel hoop.
As a kind of optimal technical scheme of the utility model, the main body of the tubular pole main body and the stiffener plate by
Reinforced Concrete Materials is made.
As a kind of optimal technical scheme of the utility model, the central axis and the pyramid wedge angle are by stainless steel material
Or high-carbon steel material is made.
As a kind of optimal technical scheme of the utility model, the quantity of the stiffener plate is three pieces to 30.
As a kind of optimal technical scheme of the utility model, the diameter ratio of the tubular pole main body and the central axis is three
Than one to ten to one.
The utility model beneficial effect achieved is：The utility model has the advantages of simple structure, easy to operate, solves existing
Prestressed concrete pipe pile is not easy the technical issues of pile sinking in technology, and one hollow cylindrical body of setting is as tubular pole main body, pipe
The inner wall of stake main body is symmetrically arranged with several stiffener plates, and the place of joining of stiffener plate connects the periphery of central axis, tubular pole main body,
Stiffener plate and central axis constitute a combined prestressing force load-bearing tube body, and one end and tubular pole main body of stiffener plate and central axis are flat
Neat to be settled convenient for bearing pressure, the other end of stiffener plate and central axis protrudes from the other end of tubular pole main body and is equipped with rib
Point angle is convenient for wedging ground, and the both ends of tubular pole main body are socketed with steel hoop, for enhancing the structural strength of tubular pole main body, this reality
With novel in the state of guaranteeing strength of pile body, by changing the cross-sectional structure of concrete tubular pile and the knot of tip
Structure, so that pressure needed for sedimentation pipeline is greatly reduced.
Detailed description of the invention
Attached drawing is used to provide a further understanding of the present invention, and constitutes part of specification, practical with this
Novel embodiment is used to explain the utility model together, does not constitute limitations of the present invention.In the accompanying drawings：
Fig. 1 is the subjective structural schematic diagram of the utility model；
Fig. 2 is the side structure schematic view of the utility model；
In figure：1, tubular pole main body；2, stiffener plate；3, central axis；4, pyramid wedge angle；5, steel hoop.
Specific embodiment
It is illustrated below in conjunction with preferred embodiment of the attached drawing to the utility model, it should be understood that described herein excellent
It selects embodiment to be only used for describing and explaining the present invention, is not used to limit the utility model.
Embodiment 1
As shown in Figs. 1-2, the utility model provides a kind of prestressed concrete pipe pile for being easy to pile sinking, including tubular pole main body
1, stiffener plate 2, central axis 3 and pyramid wedge angle 4 and steel hoop 5, tubular pole main body 1 are a hollow cylindrical body, tubular pole main body 1
Inner wall be symmetrically arranged with several stiffener plates 2, the periphery of the place's of joining connection central axis 3 of stiffener plate 2, tubular pole main body 1 plus
Strengthening tendons plate 2 and central axis 3 constitute a combined prestressing force load-bearing tube body, one end and tubular pole main body of stiffener plate 2 and central axis 3
1 is concordant, and the other end of stiffener plate 2 and central axis 3 protrudes from the other end of tubular pole main body 1 and is equipped with pyramid wedge angle 4, tubular pole master
The both ends of body 1 are socketed with steel hoop 5.
Further, the main body of tubular pole main body 1 and stiffener plate 2 is made of Reinforced Concrete Materials, has enough strong
Degree and corrosion resistance, furthermore cheap are applied widely.
Further, central axis 3 and pyramid wedge angle 4 are made of stainless steel material or high-carbon steel material, stainless steel material and height
Carbon steel material has very high hardness, easily can wedge bottom surface and indeformable.
Further, the quantity of stiffener plate 2 is three pieces to 30, with specific reference to the straight of the utility model tubular pole main body 1
Diameter is set.
Further, the diameter of tubular pole main body 1 and central axis 3 ratio is three to one to ten to one, with specific reference to the utility model
The structural strength of tubular pole main body 1 is set.
The utility model has the advantages of simple structure, easy to operate, and a hollow cylindrical body is arranged as tubular pole main body 1, tubular pole
The inner wall of main body 1 is symmetrically arranged with several stiffener plates 2, the periphery of the place's of joining connection central axis 3 of stiffener plate 2, tubular pole master
Body 1, stiffener plate 2 and central axis 3 constitute a combined prestressing force load-bearing tube body, one end and pipe of stiffener plate 2 and central axis 3
Stake main body 1 is concordantly settled convenient for bearing pressure, and the other end of stiffener plate 2 and central axis 3 protrudes from the another of tubular pole main body 1
One end is simultaneously equipped with pyramid wedge angle 4, and convenient for wedging ground, the both ends of tubular pole main body 1 are socketed with steel hoop 5, for enhancing tubular pole master
The structural strength of body 1, the utility model is in the state of guaranteeing strength of pile body, by the cross section for changing concrete tubular pile
The structure of structure and tip so that pressure needed for sedimentation pipeline is greatly reduced, therefore has good practical value.
Finally it should be noted that：The above is only the preferred embodiment of the utility model, it is not limited to practical
It is novel, although the utility model is described in detail with reference to the foregoing embodiments, for those skilled in the art,
It is still possible to modify the technical solutions described in the foregoing embodiments, or part of technical characteristic is carried out etc.
With replacement.Within the spirit and principle of the utility model, any modification, equivalent replacement, improvement and so on should all include
It is within the protection scope of the utility model.
Claims (5)
1. a kind of prestressed concrete pipe pile for being easy to pile sinking, including tubular pole main body (1), stiffener plate (2), central axis (3) and
Pyramid wedge angle (4) and steel hoop (5), which is characterized in that the tubular pole main body (1) is a hollow cylindrical body, the tubular pole
The inner wall of main body (1) is symmetrically arranged with several stiffener plates (2), and the place of joining of the stiffener plate (2) connects the center
The periphery of axis (3), the tubular pole main body (1), the stiffener plate (2) and central axis (3) constitute a combined prestressing force and hold
One end of weight tube body, the stiffener plate (2) and the central axis (3) is concordant with tubular pole main body (1), the stiffener plate
(2) it protrudes from the other end of the tubular pole main body (1) with the other end of the central axis (3) and is equipped with the pyramid wedge angle (4),
The both ends of the tubular pole main body (1) are socketed with the steel hoop (5).
2. a kind of prestressed concrete pipe pile for being easy to pile sinking according to claim 1, which is characterized in that the tubular pole master
The main body of body (1) and the stiffener plate (2) is made of Reinforced Concrete Materials.
3. a kind of prestressed concrete pipe pile for being easy to pile sinking according to claim 1, which is characterized in that the central axis
(3) it is made with the pyramid wedge angle (4) of stainless steel material or high-carbon steel material.
4. a kind of prestressed concrete pipe pile for being easy to pile sinking according to claim 1, which is characterized in that the reinforcing rib
The quantity of plate (2) is three pieces to 30.
5. a kind of prestressed concrete pipe pile for being easy to pile sinking according to claim 1, which is characterized in that the tubular pole master
The diameter ratio of body (1) and the central axis (3) is three to one to ten to one.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721773357.9U CN208105253U (en) | 2017-12-18 | 2017-12-18 | A kind of prestressed concrete pipe pile being easy to pile sinking |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721773357.9U CN208105253U (en) | 2017-12-18 | 2017-12-18 | A kind of prestressed concrete pipe pile being easy to pile sinking |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208105253U true CN208105253U (en) | 2018-11-16 |
Family
ID=64130604
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721773357.9U Active CN208105253U (en) | 2017-12-18 | 2017-12-18 | A kind of prestressed concrete pipe pile being easy to pile sinking |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208105253U (en) |
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2017
- 2017-12-18 CN CN201721773357.9U patent/CN208105253U/en active Active
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address |
Address after: 330200 No. 1211 Fushan Avenue, Xiaolan Economic Development Zone, Nanchang County, Jiangxi Province Patentee after: Jiangxi Jiye Technology Group Co., Ltd Address before: 330052 No. 1211, Shandong Road, Nanchang County Xiaolan Economic Development Zone, Nanchang, Jiangxi Patentee before: JIANGXI JIYE SCIENCE AND TECHNOLOGY Co.,Ltd. |
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| CP03 | Change of name, title or address |