CN211922677U - Modular cofferdam foundation pile - Google Patents
Modular cofferdam foundation pile Download PDFInfo
- Publication number
- CN211922677U CN211922677U CN202020270962.XU CN202020270962U CN211922677U CN 211922677 U CN211922677 U CN 211922677U CN 202020270962 U CN202020270962 U CN 202020270962U CN 211922677 U CN211922677 U CN 211922677U
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- China
- Prior art keywords
- stake
- foundation pile
- longitudinal
- steel pipe
- wooden piles
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- Expired - Fee Related
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Abstract
The utility model relates to a modularization cofferdam foundation pile, it includes two rows and inserts the vertical stake of locating the bottom surface, locate the reinforcement steel pipe between two rows of stakes, locate with one row vertical stake on and with the perpendicular horizontal stake that sets up of each stake, consolidate steel pipe and vertical stake parallel arrangement, horizontal stake on the same row of vertical stake is located the both sides of this row of vertical stake respectively with the reinforcement steel pipe, the foundation pile still includes around locating on consolidating steel pipe and the horizontal stake and pass vertical stake and make with vertical stake, consolidate steel pipe and horizontal stake and connect and form holistic first connecting wire, connect the geotechnological cloth between two rows of reinforcement steel pipes, the top and the below of geotechnological cloth are all filled there is earth. Utilize first connecting wire to connect horizontal stake and reinforcement steel pipe, first connecting wire passes vertical stake simultaneously, can be just play the purpose of connecting the three, and be equipped with the mounting groove on the lateral surface of vertical stake respectively, can unify the installation height, make each vertical stake wholeness better, the bulk strength of foundation pile is higher.
Description
Technical Field
The utility model relates to a modularization cofferdam foundation pile.
Background
Cofferdam foundation pile is the important reinforced structure of river bank, and current cofferdam foundation pile adopts vertical and horizontal stake to assist with geotechnological cloth to realize consolidating mostly, and current foundation pile is spacing owing to there not being the installation of standard, and vertical stake leads to the fact loose problem easily along with time lapse, and then produces the problem of soil erosion and water loss easily.
Disclosure of Invention
The utility model aims at providing a simple to operate high wholeness of joint strength modularization cofferdam foundation pile good.
In order to achieve the above purpose, the utility model adopts the technical scheme that: the utility model provides a modularization cofferdam foundation pile, its includes two rows insert locate the bottom surface vertical stake, locate two rows reinforcing steel pipe between the stake, locate same row on the vertical stake and with the perpendicular horizontal stake that sets up of each stake, reinforcing steel pipe with vertical stake parallel arrangement, same row horizontal stake on the vertical stake with reinforcing steel pipe is located this row respectively the both sides of vertical stake, the foundation pile still including around locating on reinforcing steel pipe and the horizontal stake and pass vertical stake makes with vertical stake, reinforcing steel pipe and horizontal stake of one side connect and form holistic first connecting wire, connect in two rows the geotechnological cloth between the reinforcing steel pipe, the top and the below of geotechnological cloth are all filled with earth.
In another optimization mode, reinforced steel rings are arranged at the joints of the geotextile and the reinforced steel pipes respectively, the reinforced steel rings are fixedly embedded in the geotextile, and the reinforced steel pipes penetrate through the reinforced steel rings.
In another optimization mode, mounting grooves are formed in the same height position of the longitudinal timber piles, and the transverse timber piles are partially embedded in the mounting grooves of the longitudinal timber piles in the same row.
In another optimization mode, the two rows of longitudinal timber piles correspond to one another, and the foundation pile further comprises second connecting steel wires which are tied and fixed on the two corresponding longitudinal timber piles.
In another optimization mode, the first connecting steel wire penetrates through the two channels of the longitudinal timber pile, and two intersection points of the side walls of the longitudinal timber pile are located on two sides of the mounting groove in the longitudinal timber pile.
Because of the application of the technical scheme, compared with the prior art, the utility model has the following advantages: utilize first connecting wire to connect horizontal stake and reinforcement steel pipe, first connecting wire passes vertical stake simultaneously, can be just play the purpose of connecting the three, and be equipped with the mounting groove on the lateral surface of vertical stake respectively, can unify the installation height, make each vertical stake wholeness better, the bulk strength of foundation pile is higher.
Drawings
FIG. 1 is a front view of the present invention;
fig. 2 is a top view of the present invention.
Detailed Description
The invention will be further described with reference to examples of embodiments shown in the drawings.
As shown in fig. 1/2, the modular cofferdam foundation pile includes two rows of longitudinal timber piles 1 inserted into the bottom surface, a reinforced steel pipe 3 disposed between the two rows of timber piles, a transverse timber pile 2 disposed on the same row of longitudinal timber piles 1 and perpendicular to each timber pile, a first connecting steel wire 4, a second connecting steel wire 5, and a geotextile 6.
The same high position of vertical stake 1 is equipped with mounting groove 8, horizontal stake 2 part inlays and locates in the mounting groove 8 of the vertical stake 1 of same row, two rows of vertical stakes 1 one-to-one, each row of vertical stake 1 is furnished with one row of reinforcement steel pipe 3 respectively, reinforcement steel pipe 3 and vertical stake 1 parallel arrangement, horizontal stake 2 and reinforcement steel pipe 3 on the vertical stake 1 of same row are located the both sides of this row of vertical stake 1 respectively, first connecting wire 4 is around locating on reinforcement steel pipe 3 and horizontal stake 2 and pass vertical stake 1 and make with the same side vertical stake 1, reinforcement steel pipe 3 and horizontal stake 2 connect and form wholly, first connecting wire 4 passes two passageways of vertical stake 1 and is located the both sides of mounting groove 8 on this vertical stake 1 of two nodical points of vertical stake 1 lateral wall. The geotextile 6 is connected between the two rows of the reinforced steel pipes 3, and soil is filled above and below the geotextile 6. The second connecting steel wire 5 is tied on the two corresponding longitudinal wooden piles 1. The joint of the geotextile 6 and the reinforced steel pipe 3 is respectively provided with a reinforced steel ring 7, the reinforced steel ring 7 is fixedly embedded in the geotextile 6, and the reinforced steel pipe 3 is arranged in the reinforced steel ring 7 in a penetrating way.
Horizontal stake 2 and the reinforcement steel pipe 3 are connected to first connecting wire 4, and first connecting wire 4 passes vertical stake 1 simultaneously, and the purpose of connecting the three that plays that can be just, and be equipped with mounting groove 8 on the lateral surface of vertical stake 1 respectively, can install the height in unison, and it is better to make 1 wholeness of each vertical stake, and the bulk strength of foundation pile is higher.
The above embodiments are only for illustrating the technical concept and features of the present invention, and the purpose of the embodiments is to enable people skilled in the art to understand the contents of the present invention and to implement the present invention, which cannot limit the protection scope of the present invention. All equivalent changes and modifications made according to the spirit of the present invention should be covered by the protection scope of the present invention.
Claims (5)
1. A modularization cofferdam foundation pile which characterized in that: the foundation pile comprises two rows of longitudinal wooden piles inserted in the bottom surface, two rows of reinforcing steel pipes arranged between the wooden piles, and the same row of transverse wooden piles arranged on the longitudinal wooden piles and perpendicular to the wooden piles, wherein the reinforcing steel pipes are arranged in parallel with the longitudinal wooden piles, the same row of transverse wooden piles on the longitudinal wooden piles and the reinforcing steel pipes are respectively positioned at two sides of the longitudinal wooden piles, the foundation pile further comprises first connecting steel wires which are wound on the reinforcing steel pipes and the transverse wooden piles and penetrate through the longitudinal wooden piles to enable the longitudinal wooden piles, the reinforcing steel pipes and the transverse wooden piles at the same side to be connected into a whole, the first connecting steel wires are connected with geotechnical cloth between the two rows of reinforcing steel pipes, and soil is filled above and below the geotechnical cloth.
2. The modular cofferdam foundation pile of claim 1, wherein: the joint of the geotextile and the reinforced steel pipe is respectively provided with a reinforced steel ring, the reinforced steel ring is fixedly embedded on the geotextile, and the reinforced steel pipe is arranged in the reinforced steel ring in a penetrating way.
3. The modular cofferdam foundation pile of claim 1, wherein: the same height position of vertical stake is equipped with the mounting groove, horizontal stake part inlays and locates in the same row the mounting groove of vertical stake.
4. The modular cofferdam foundation pile of claim 1, wherein: the two rows of longitudinal timber piles correspond to one another one by one, and the foundation pile further comprises second connecting steel wires which are tied and fixed on the two corresponding longitudinal timber piles.
5. The modular cofferdam foundation pile of claim 1, wherein: and the first connecting steel wire penetrates through the two channels of the longitudinal timber pile, and two intersection points of the side wall of the longitudinal timber pile are positioned at two sides of the mounting groove on the longitudinal timber pile.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020270962.XU CN211922677U (en) | 2020-03-08 | 2020-03-08 | Modular cofferdam foundation pile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020270962.XU CN211922677U (en) | 2020-03-08 | 2020-03-08 | Modular cofferdam foundation pile |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211922677U true CN211922677U (en) | 2020-11-13 |
Family
ID=73347155
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020270962.XU Expired - Fee Related CN211922677U (en) | 2020-03-08 | 2020-03-08 | Modular cofferdam foundation pile |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211922677U (en) |
-
2020
- 2020-03-08 CN CN202020270962.XU patent/CN211922677U/en not_active Expired - Fee Related
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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: 20201113 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |