CN210562119U - Splayed adjusting pile - Google Patents
Splayed adjusting pile Download PDFInfo
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- CN210562119U CN210562119U CN201921481242.1U CN201921481242U CN210562119U CN 210562119 U CN210562119 U CN 210562119U CN 201921481242 U CN201921481242 U CN 201921481242U CN 210562119 U CN210562119 U CN 210562119U
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- larsen
- stake
- splayed
- steel sheet
- pile
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Abstract
The utility model discloses a stake is adjusted to eight characters, this stake is adjusted to eight characters includes: a steel sheet and two larsen piles, the cross-section of steel sheet is isosceles trapezoid and sets up, two the larsen pile respectively with the both ends fixed connection of steel sheet, two the larsen pile is located the both ends of steel sheet are the symmetry and set up, two the larsen pile is "eight" font setting. The utility model provides an in the work progress, Larsen stake receives the soil resistance influence, the phenomenon of slope appears, accessible measurement is timely when using eight characters to adjust the stake with the tilt state adjustment for normal condition, has avoided the steel sheet to appear warping the slope scheduling problem, great improvement protective capacities, this eight characters is adjusted simultaneously and is piled simple structure, easy production, low cost.
Description
Technical Field
The utility model relates to a building material structure field especially relates to a splayed adjusting pile.
Background
The Larsen pile is also called a U-shaped steel plate pile and is used as a building material for serving as a soil retaining wall, a water retaining wall and a sand retaining wall when a bridge cofferdam is built, a large pipeline is laid and a temporary ditch is excavated; the construction method has the advantages that the construction method plays an important role in engineering, the Larsen pile is used as a protecting wall, a retaining wall, an embankment protecting bank and the like in wharfs and unloading yards, the Larsen pile is green and environment-friendly and is high in construction speed and low in construction cost, and has a good waterproof function.
Disclosure of Invention
To the above-mentioned problem that current Larsen stake exists, provide a splayed adjusting pile now, adopt the structure of innovation, can reduce the deformation slope scheduling problem that the steel sheet pile appears when the construction to can be timely rectify, improved the practicality and the barrier propterty of Larsen stake greatly.
The specific technical scheme is as follows:
a splayed adjusting pile is characterized by comprising: a steel sheet and two larsen piles, the cross-section of steel sheet is isosceles trapezoid and sets up, two the larsen pile respectively with the both ends fixed connection of steel sheet, two the larsen pile is located the both ends of steel sheet are the symmetry and set up, two the larsen pile is "eight" font setting.
In the splayed adjusting pile, the two Larsen piles are respectively welded with one side of the two ends of the steel plate.
The splayed adjusting pile comprises a steel hook part and a connecting part, wherein the steel hook part and the connecting part are connected with each other, the connecting part is fixedly connected with the end part of a steel plate, and the steel hook part and the connecting part are of an integrated structure.
The splayed adjusting pile is characterized in that a hook groove is formed in the steel hook part, and an opening of the hook groove faces towards the end part of the steel plate.
The splayed adjusting pile is characterized in that the connecting part is welded with the steel plate.
The splayed adjusting pile is characterized in that the connecting part and the steel hook part are in transition through an arc section.
The splayed adjusting pile comprises two Larsen piles, wherein: first larsen stake and second larsen stake, first larsen stake with one side welding of the one end of steel sheet, second larsen stake with one side welding of the other end of steel sheet, first larsen stake with second larsen stake is the symmetry setting, first larsen stake with the cooperation of second larsen stake is "eight" font setting.
The splayed adjusting pile is characterized in that the thickness of the steel plate is 12mm or 16 mm.
Compared with the prior art, the technical scheme has the positive effects that:
(1) the utility model discloses a stake is adjusted to eight characters has solved and has made Larsen stake produce because of soil resistance and warp the slope and the bayonet socket between the space scheduling problem appears, this structure safe and reliable has improved barrier propterty greatly in the work progress.
(2) The utility model discloses a stake is adjusted to eight characters, its simple structure, the installation of being convenient for improves greatly and builds efficiency and low in manufacturing cost.
Drawings
Fig. 1 is a front view of an embodiment of a splayed adjusting pile of the present invention;
fig. 2 is a top view of an embodiment of the splayed adjusting pile of the present invention.
In the drawings: 1. a first Larsen pile; 2. a steel plate; 3. a second Larsen pile; 4. a steel structure portion; 41. a hook groove; 5. a connecting portion; 6. and (5) Larsen piles.
Detailed Description
The present invention will be further described with reference to the accompanying drawings and specific examples, but the present invention is not limited thereto.
Fig. 1 is the utility model discloses a main view of the embodiment of stake is adjusted to eight characters, fig. 2 is the utility model discloses a top view of the embodiment of stake is adjusted to eight characters, please refer to fig. 1, fig. 2, show a stake is adjusted to eight characters of preferred embodiment, it is including a steel sheet 2 and two larsen piles 6, the cross-section of steel sheet 2 is isosceles trapezoid and sets up, two larsen piles 6 respectively with the both ends fixed connection of steel sheet 2, two larsen piles 6 are located the both ends of steel sheet 2 and are the symmetry setting, two larsen piles 6 are "eight" font setting.
In a preferred embodiment, the two larsen piles 6 are welded to one of both ends of the steel plate 2.
In addition, each Larsen pile 6 comprises a steel hook part 4 and a connecting part 5 which are connected with each other, the connecting part 5 is fixedly connected with the end part of the steel plate 2, and the steel hook part 4 and the connecting part 5 are of an integrated structure.
Further, in a preferred embodiment, the steel hook portion 4 is provided with a hook groove 41, and the opening of the hook groove 41 faces the end portion of the steel plate 2.
Further, in a preferred embodiment, the connection portion 5 is welded to the steel plate 2.
Still further, in a preferred embodiment, the connecting portion 5 is a web of two larsen piles 6, which is formed by bisecting one larsen pile from the middle.
In addition, as a preferred embodiment, the connecting part 5 and the steel hook part 4 are transited by a circular arc section.
In addition, as a preferred embodiment, the two larsen piles 6 include: first larsen pile 1 and second larsen pile 3, the welding of one side of the one end of first larsen pile 1 and steel sheet 2, the welding of one side of the other end of second larsen pile 3 and steel sheet 2, first larsen pile 1 is the symmetry setting with second larsen pile 3, first larsen pile 1 is "eight" font setting with the cooperation of second larsen pile 3. Preferably, the two larsen piles 6 are cut in half from a complete larsen pile.
Further, as a preferred embodiment, the thickness of the steel plate 2 is 12mm or 16 mm.
In addition, as a preferred embodiment, the specifications of the two larsen piles 6 are determined in accordance with the specifications of larsen piles used on site.
The utility model discloses cut into isosceles trapezoid with the steel sheet, fix two Larsen piles on the both sides of steel sheet through the welding, make eight characters and adjust the stake, adopt the pile driver to squeeze into the position that the cofferdam warp, will warp the inclination state adjustment normal condition.
The utility model discloses eight characters are adjusted stake and are examined at any time, are controlled, are corrected the straightness that hangs down of steel sheet pile with the instrument in the work progress, take place to write frequently and progressively correct and hold the pile body with wire rope, beat the limit and draw, satisfy the construction requirement.
The utility model provides a structure that adopts is corrected to the slope in the steel sheet pile construction has simple structure, convenient to use, safe and reliable, improves the safety in utilization, improves greatly and builds efficiency and low in manufacturing cost characteristics.
The above description is only an example of the preferred embodiment of the present invention, and not intended to limit the scope of the present invention, and those skilled in the art should be able to realize the equivalent alternatives and obvious variations of the present invention.
Claims (8)
1. A splayed adjusting pile is characterized by comprising:
the section of the steel plate is arranged in an isosceles trapezoid shape;
the two Larsen piles are fixedly connected with the two ends of the steel plate respectively, are positioned at the two ends of the steel plate and are symmetrically arranged, and the two Larsen piles are arranged in a splayed shape.
2. The splayed adjusting pile according to claim 1, wherein two Larsen piles are welded to one side of both ends of the steel plate, respectively.
3. The splayed adjusting pile according to claim 2, wherein each Larsen pile comprises a steel hook part and a connecting part which are connected with each other, the connecting part is fixedly connected with the end part of the steel plate, and the steel hook part and the connecting part are of an integrated structure.
4. The splayed adjusting pile according to claim 3, wherein the steel hook part is provided with a hook groove, and the opening of the hook groove faces the end part of the steel plate.
5. The splayed adjusting pile according to claim 3, wherein the connecting part is welded to the steel plate.
6. The splayed adjusting pile according to claim 3, wherein the connecting part and the steel hook part are transited through a circular arc section.
7. The splayed adjusting pile of claim 2, wherein both of said Larsen piles comprise: first larsen stake and second larsen stake, first larsen stake with one side welding of the one end of steel sheet, second larsen stake with one side welding of the other end of steel sheet, first larsen stake with second larsen stake is the symmetry setting, first larsen stake with the cooperation of second larsen stake is "eight" font setting.
8. The splayed adjusting pile according to claim 1, wherein the thickness of the steel plate is 12mm or 16 mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921481242.1U CN210562119U (en) | 2019-09-06 | 2019-09-06 | Splayed adjusting pile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921481242.1U CN210562119U (en) | 2019-09-06 | 2019-09-06 | Splayed adjusting pile |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210562119U true CN210562119U (en) | 2020-05-19 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
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| CN201921481242.1U Active CN210562119U (en) | 2019-09-06 | 2019-09-06 | Splayed adjusting pile |
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| CN (1) | CN210562119U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115217090A (en) * | 2022-07-28 | 2022-10-21 | 中铁伊红钢板桩有限公司 | Inclination deviation rectifying construction method for steel sheet pile enclosure structure |
-
2019
- 2019-09-06 CN CN201921481242.1U patent/CN210562119U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115217090A (en) * | 2022-07-28 | 2022-10-21 | 中铁伊红钢板桩有限公司 | Inclination deviation rectifying construction method for steel sheet pile enclosure structure |
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