CN209082478U - Concrete of percolation-proof prefabricated tubular pile - Google Patents
Concrete of percolation-proof prefabricated tubular pile Download PDFInfo
- Publication number
- CN209082478U CN209082478U CN201821840950.5U CN201821840950U CN209082478U CN 209082478 U CN209082478 U CN 209082478U CN 201821840950 U CN201821840950 U CN 201821840950U CN 209082478 U CN209082478 U CN 209082478U
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- Prior art keywords
- reinforcing bar
- several
- hole
- pvc pipe
- concrete
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- 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
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 124
- 238000007789 sealing Methods 0.000 claims description 6
- 229910000831 Steel Inorganic materials 0.000 claims description 2
- 210000003205 muscle Anatomy 0.000 claims description 2
- 239000010959 steel Substances 0.000 claims description 2
- 230000008595 infiltration Effects 0.000 abstract description 6
- 238000001764 infiltration Methods 0.000 abstract description 6
- 239000007788 liquid Substances 0.000 description 3
- 238000010586 diagram Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
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- Piles And Underground Anchors (AREA)
Abstract
A kind of concrete of percolation-proof prefabricated tubular pile, including several internal reinforcing bars disposed in parallel, several middle part reinforcing bars disposed in parallel on the outside of internally positioned reinforcing bar, several external reinforcing bars disposed in parallel on the outside of the reinforcing bar of middle part, the inside stirrup being connected between several internal reinforcing bars, the middle part stirrup being connected between several middle part reinforcing bars, the first pvc pipe being set between internal reinforcing bar and middle part reinforcing bar, the second pvc pipe being set between middle part reinforcing bar and external reinforcing bar, connection middle part reinforcing bar connect reinforcing bar and connect external reinforcing bar with the first of internal reinforcing bar connect reinforcing bar with the second of middle part reinforcing bar, several first through hole are offered in the circumferential side wall of first pvc pipe, first connection reinforcing bar passes through first through hole, several second through-holes are offered in the circumferential side wall of second pvc pipe, second connection reinforcing bar passes through the second through-hole, and First through hole is staggered with the second through-hole.So there is preferable infiltration energy, while cost is relatively low.
Description
Technical field
The utility model relates to concrete tubular pile technical field, especially a kind of concrete of percolation-proof prefabricated tubular pile.
Background technique
Concrete tubular pile applied to certain occasions, it is desirable that have the function of certain water-impervious.Existing normal concrete
The infiltration of prefabricated tubular pile can be poor, using after a certain period of time, can generate gap.And it is existing mixed with water-impervious function
The cost of manufacture of solidifying soil prefabricated tubular pile is higher, therefore how combining infiltration can be concrete precast pipe pile with low cost
A research direction.
Utility model content
In view of this, the present invention provides a kind of superior concrete of percolation-proof of inexpensive and infiltration energy is prefabricated
Tubular pole, to solve the above problems.
A kind of concrete of percolation-proof prefabricated tubular pile, including several internal reinforcing bars (10) disposed in parallel, internally positioned reinforcing bar
(10) several middle part reinforcing bars (20) disposed in parallel on the outside of, several outsides disposed in parallel being located on the outside of middle part reinforcing bar (20)
Reinforcing bar (30), is connected between several middle part reinforcing bars (20) the inside stirrup (11) being connected between several internal reinforcing bars (10)
Middle part stirrup (21), be set between internal reinforcing bar (10) and middle part reinforcing bar (20) the first pvc pipe (40), be set to middle part
The second pvc pipe (50) between reinforcing bar (20) and external reinforcing bar (30), connect middle part reinforcing bar (20) and inside reinforcing bar (10) the
One, which connects reinforcing bar (60) and the external reinforcing bar (30) of connection, connect reinforcing bar (70), the first pvc pipe with the second of middle part reinforcing bar (20)
(40) it being offered in circumferential side wall several first through hole (41), the first connection reinforcing bar (60) passes through first through hole (41), and second
Several second through-holes (51) are offered in the circumferential side wall of pvc pipe (50), the second connection reinforcing bar (70) passes through the second through-hole (51),
And first through hole (41) is staggered with the second through-hole (51).
Further, the diameter of second pvc pipe (50) is greater than the diameter of the first pvc pipe (40), and the second pvc pipe
(50) it is sheathed on the outside of the first pvc pipe (40).
Further, the first sealing sleeve pipe is equipped between first connection reinforcing bar (60) and first through hole (41).
Further, the second sealing sleeve pipe is equipped between second connection reinforcing bar (70) and the second through-hole (51).
It further, further include the external stirrup being connected between several external reinforcing bars (30).
Compared with prior art, the concrete of percolation-proof prefabricated tubular pile of the utility model includes several inside disposed in parallel
Several middle part reinforcing bars (20) disposed in parallel on the outside of reinforcing bar (10), internally positioned reinforcing bar (10) are located at middle part reinforcing bar (20) outside
Several external reinforcing bars (30) disposed in parallel of side, the inside stirrup (11) being connected between several internal reinforcing bars (10), connection
Middle part stirrup (21) between several middle part reinforcing bars (20), be set between internal reinforcing bar (10) and middle part reinforcing bar (20)
One pvc pipe (40), connect middle part reinforcing bar at the second pvc pipe (50) being set between middle part reinforcing bar (20) and external reinforcing bar (30)
(20) it connect reinforcing bar (60) with the first of internal reinforcing bar (10) and connects the second of external reinforcing bar (30) and middle part reinforcing bar (20) and connects
It connects reinforcing bar (70), is offered in the circumferential side wall of the first pvc pipe (40) several first through hole (41), the first connection reinforcing bar (60) is worn
It crosses first through hole (41), several second through-holes (51), the second connection reinforcing bar is offered in the circumferential side wall of the second pvc pipe (50)
(70) the second through-hole (51) are passed through, and first through hole (41) is staggered with the second through-hole (51).So there is preferable antiseepage
Aqueous energy, while cost is relatively low.
Detailed description of the invention
The embodiments of the present invention are described below in conjunction with attached drawing, in which:
Fig. 1 is the stereoscopic schematic diagram of concrete of percolation-proof prefabricated tubular pile provided by the utility model.
Specific embodiment
Specific embodiment of the utility model is further elaborated below based on attached drawing.It should be understood that
The explanation of the utility model embodiment is not used to herein to limit the protection scope of the utility model.
Referring to FIG. 1, concrete of percolation-proof prefabricated tubular pile provided by the utility model includes several inside disposed in parallel
Reinforcing bar 10, several middle part reinforcing bars 20 disposed in parallel in the outside of internally positioned reinforcing bar 10, positioned at the several of 20 outside of middle part reinforcing bar
External reinforcing bar 30 disposed in parallel, is connected to several middle part reinforcing bars at the inside stirrup 11 being connected between several internal reinforcing bars 10
Middle part stirrup 21 between 20, is set to internal reinforcing bar at the external stirrup (not shown) being connected between several external reinforcing bars 30
The first pvc pipe 40 between 10 and middle part reinforcing bar 20, the second pvc pipe being set between middle part reinforcing bar 20 and external reinforcing bar 30
50, connection middle part reinforcing bar 20 connect the of reinforcing bar 60, connection outside reinforcing bar 30 and middle part reinforcing bar 20 with the first of internal reinforcing bar 10
Two connect the gap between reinforcing bars 70 and above-mentioned component and surround the concrete layer of external reinforcing bar 30.
The diameter of second pvc pipe 50 is greater than the diameter of the first pvc pipe 40, and the second pvc pipe 50 is sheathed on the first pvc pipe 40
Outside.
Several first through hole 41 are offered in the circumferential side wall of first pvc pipe 40, it is logical that the first connection reinforcing bar 60 passes through first
Hole 41 is equipped with the first sealing sleeve pipe between first connection reinforcing bar 60 and first through hole 41, prevents liquid from entering the first connection reinforcing bar
In gap between 60 and first through hole 41.
Several second through-holes 51 are offered in the circumferential side wall of second pvc pipe 50, it is logical that the second connection reinforcing bar 70 passes through second
Hole 51 is equipped with the second sealing sleeve pipe between second connection reinforcing bar 70 and the second through-hole 51, prevents liquid from entering the second connection reinforcing bar
70 and the second gap between through-hole 51 in.
First through hole 41 is not connected to the second through-hole 51, i.e., first through hole 41 is staggered with the second through-hole 51, is so existed
When something goes wrong, liquid will not enter the inside of the first pvc pipe 40 to second pvc pipe 50, to improve infiltration energy, simultaneously
Cost is relatively low.
Compared with prior art, the concrete of percolation-proof prefabricated tubular pile of the utility model includes several inside disposed in parallel
Reinforcing bar 10, several middle part reinforcing bars 20 disposed in parallel in the outside of internally positioned reinforcing bar 10, positioned at the several of 20 outside of middle part reinforcing bar
External reinforcing bar 30 disposed in parallel, is connected to several middle part reinforcing bars at the inside stirrup 11 being connected between several internal reinforcing bars 10
Middle part stirrup 21 between 20, is set to middle part steel at the first pvc pipe 40 being set between internal reinforcing bar 10 and middle part reinforcing bar 20
The second pvc pipe 50, connection middle part reinforcing bar 20 between muscle 20 and external reinforcing bar 30 connect reinforcing bar 60 with the first of internal reinforcing bar 10
And connect external reinforcing bar 30 and connect reinforcing bar 70 with the second of middle part reinforcing bar 20, if being offered in the circumferential side wall of the first pvc pipe 40
Dry first through hole 41, the first connection reinforcing bar 60 pass through first through hole 41, and several the are offered in the circumferential side wall of the second pvc pipe 50
Two through-holes 51, the second connection reinforcing bar 70 passes through the second through-hole 51, and first through hole 41 is staggered with the second through-hole 51.So tool
There is preferable infiltration energy, while cost is relatively low.
The above is only the preferred embodiments of the utility model, are not used to the limitation protection scope of the utility model, any
Modification, equivalent replacement or improvement within the spirit of the present invention etc. are all covered in the scope of the claims of the utility model.
Claims (5)
1. a kind of concrete of percolation-proof prefabricated tubular pile, it is characterised in that: including several internal reinforcing bars (10) disposed in parallel, be located at
Several middle part reinforcing bars (20) disposed in parallel on the outside of internal reinforcing bar (10), several setting in parallel of being located on the outside of middle part reinforcing bar (20)
The external reinforcing bar (30) set, is connected to several middle part reinforcing bars at the inside stirrup (11) being connected between several internal reinforcing bars (10)
(20) middle part stirrup (21) between, is set the first pvc pipe (40) being set between internal reinforcing bar (10) and middle part reinforcing bar (20)
The second pvc pipe (50) for being placed between middle part reinforcing bar (20) and external reinforcing bar (30) connect middle part reinforcing bar (20) and inside reinforcing bar
(10) the first connection reinforcing bar (60) and the external reinforcing bar (30) of connection is connect reinforcing bar (70) with the second of middle part reinforcing bar (20), and first
It being offered in the circumferential side wall of pvc pipe (40) several first through hole (41), the first connection reinforcing bar (60) passes through first through hole (41),
Several second through-holes (51) are offered in the circumferential side wall of second pvc pipe (50), the second connection reinforcing bar (70) passes through the second through-hole
(51), and first through hole (41) is staggered with the second through-hole (51).
2. concrete of percolation-proof prefabricated tubular pile as described in claim 1, it is characterised in that: second pvc pipe (50) it is straight
Diameter is greater than the diameter of the first pvc pipe (40), and the second pvc pipe (50) is sheathed on the outside of the first pvc pipe (40).
3. concrete of percolation-proof prefabricated tubular pile as described in claim 1, it is characterised in that: it is described first connection reinforcing bar (60) with
The first sealing sleeve pipe is equipped between first through hole (41).
4. concrete of percolation-proof prefabricated tubular pile as described in claim 1, it is characterised in that: it is described second connection reinforcing bar (70) with
The second sealing sleeve pipe is equipped between second through-hole (51).
5. concrete of percolation-proof prefabricated tubular pile as described in claim 1, it is characterised in that: further include being connected to several external steel
External stirrup between muscle (30).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821840950.5U CN209082478U (en) | 2018-11-09 | 2018-11-09 | Concrete of percolation-proof prefabricated tubular pile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821840950.5U CN209082478U (en) | 2018-11-09 | 2018-11-09 | Concrete of percolation-proof prefabricated tubular pile |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209082478U true CN209082478U (en) | 2019-07-09 |
Family
ID=67123239
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821840950.5U Expired - Fee Related CN209082478U (en) | 2018-11-09 | 2018-11-09 | Concrete of percolation-proof prefabricated tubular pile |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209082478U (en) |
-
2018
- 2018-11-09 CN CN201821840950.5U patent/CN209082478U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 314100 No. 558, Dongfang Road, Yaozhuang Town, Jiashan County, Jiaxing City, Zhejiang Province Patentee after: Zhejiang Hongtai component Co.,Ltd. Address before: 314100 No. 558, Dongfang Road, Yaozhuang Town, Jiashan County, Jiaxing City, Zhejiang Province Patentee before: ZHEJIANG HONGTAI MEMBER Co.,Ltd. |
|
| 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: 20190709 |