CN221236027U - Corrosion-resistant compression-resistant sheet pile - Google Patents
Corrosion-resistant compression-resistant sheet pile Download PDFInfo
- Publication number
- CN221236027U CN221236027U CN202322429073.XU CN202322429073U CN221236027U CN 221236027 U CN221236027 U CN 221236027U CN 202322429073 U CN202322429073 U CN 202322429073U CN 221236027 U CN221236027 U CN 221236027U
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- resistant
- positioning
- pile
- compression
- corrosion
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Links
- 230000006835 compression Effects 0.000 title claims abstract description 29
- 238000007906 compression Methods 0.000 title claims abstract description 29
- 230000007797 corrosion Effects 0.000 title claims abstract description 20
- 238000005260 corrosion Methods 0.000 title claims abstract description 20
- 239000011241 protective layer Substances 0.000 claims description 13
- 238000010030 laminating Methods 0.000 claims description 2
- 238000000926 separation method Methods 0.000 abstract description 3
- 238000003475 lamination Methods 0.000 abstract description 2
- 238000003780 insertion Methods 0.000 description 4
- 230000037431 insertion Effects 0.000 description 4
- 239000000463 material Substances 0.000 description 3
- 239000002689 soil Substances 0.000 description 3
- RYGMFSIKBFXOCR-UHFFFAOYSA-N Copper Chemical compound [Cu] RYGMFSIKBFXOCR-UHFFFAOYSA-N 0.000 description 2
- 229910052802 copper Inorganic materials 0.000 description 2
- 239000010949 copper Substances 0.000 description 2
- 238000006073 displacement reaction Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Landscapes
- Bulkheads Adapted To Foundation Construction (AREA)
Abstract
The utility model discloses a corrosion-resistant compression-resistant sheet pile, which belongs to the technical field of sheet piles and comprises two pile bodies used in combination and a compression-resistant mechanism used for connecting the two pile bodies, wherein each pile body is provided with four corners, the four corners of each pile body are provided with jacks along the vertical direction, inserting rods are inserted in the four jacks in an anastomotic manner, each compression-resistant mechanism comprises a central plate and connecting seats symmetrically welded on two sides of the central plate, wherein the two connecting seats respectively realize encircling type lamination on one end, close to each other, of the two pile bodies, each connecting seat is provided with a positioning hole along the horizontal direction, a positioning bolt is installed in the two positioning holes in an anastomotic manner, and positioning nuts are screwed on the positioning bolts in a threaded manner, and the positioning bolts and the positioning nuts are respectively abutted against two sides of the connecting seats. The corrosion-resistant compression-resistant sheet pile has the advantages that separation or cracks are difficult to generate under the impact of external pressure after the pile body is installed, the compression-resistant capacity is improved, and the overall stability is ensured.
Description
Technical Field
The utility model belongs to the technical field of sheet piles, and particularly relates to a corrosion-resistant compression-resistant sheet pile.
Background
The sheet piles are generally wood plates with concave-convex tenons on two sides or groove-shaped steel plates with locking openings on two sides, and are sunk into the soil in rows to serve as temporary enclosing walls for water retaining and soil retaining. The reinforced concrete slab pile is used for construction of deeper pit grooves and underground pipelines, and can also be used as a permanent soil blocking structure.
In carrying out the present utility model, the inventors have found that at least the following problems exist in this technology: the stability of the connecting part is very poor in the combination of the existing sheet piles, and when the existing sheet piles are subjected to external pressure impact, the connecting part of the two sheet piles is easy to separate or crack due to insufficient stability and compression resistance.
For this purpose, we propose a corrosion-resistant compression-resistant sheet pile which solves the above problems.
Disclosure of utility model
The utility model mainly aims to provide the corrosion-resistant compression-resistant sheet pile, so that separation or cracks are difficult to generate under the impact of external pressure after the pile body is installed, the compression resistance is improved, the integral stability is ensured, and the problems in the background technology can be effectively solved.
In order to achieve the above purpose, the present utility model adopts the following technical scheme:
The utility model provides a corrosion-resistant resistance to compression sheet pile, including two pile bodies that make up and use and be used for connecting the resistance to compression mechanism of two pile bodies, the pile body has four corners, and four corners of pile body all attack the jack along vertical direction, all coincide in four jacks and insert the borer, resistance to compression mechanism includes the center plate and welds the joint seat in the center plate both sides symmetrically, wherein two joint seats are close to one end each other to two pile bodies and are realized enclosing type laminating respectively, thereby use two joint seats that become an organic whole to make up two pile bodies as an organic whole, and make two pile bodies can not produce relative displacement;
And positioning holes are tapped on each connecting seat along the horizontal direction, positioning bolts are installed in the two positioning holes in an anastomotic manner, positioning nuts are screwed on the positioning bolts, and the positioning bolts and the positioning nuts are respectively abutted with the two sides of the connecting seat, so that the connecting seat and the pile body are combined into a whole through the positioning bolts and the positioning nuts, the overall stability of the pile body and the compression-resistant mechanism is further enhanced, and the compression resistance of the pile body is ensured.
As a preferable implementation scheme, a protective layer is fixedly sleeved and welded on the outer side of each drill rod; the outer side of the drill rod can be protected through the protective layer, the corrosion resistance is improved, and copper or other corrosion-resistant materials can be selected as the material of the protective layer.
As a preferred embodiment, a first tip is formed at the bottom of each protective layer; the protective layer can be inserted into the foundation more conveniently by the first pointed end.
As a preferred embodiment, ear seats are welded on two opposite side walls of the central plate, mounting grooves are tapped on the two ear seats along the vertical direction, and inserted nails are inserted in the two mounting grooves in an anastomotic manner; the stability of the center plate can be enhanced by inserting the inserted nails into the foundation.
As a preferred embodiment, a second tip is formed at the bottom of the plug pin, and a hand-held block is connected to the top of the plug pin; wherein the hand-held block is used for holding by hand.
In summary, the technical effects and advantages of the present utility model are:
This corrosion-resistant resistance to compression sheet pile through the cooperation that uses center plate and two linking seats, makes linking as an organic wholely between two pile bodies, through setting up two interpolation nails on the center plate, the inserted pin on the cooperation pile body for also hardly produce separation or crack under the impact of external pressure after the pile body installation is accomplished, promoted compressive capacity, guaranteed holistic stability.
Drawings
FIG. 1 is a schematic view of a structure of one side of the present utility model;
FIG. 2 is a cross-sectional view of the center panel of the present utility model;
FIG. 3 is a cross-sectional view of the adaptor of the present utility model;
fig. 4 is a schematic structural diagram of the other side of the present utility model.
In the figure: 1. a pile body; 2. inserting a drill rod; 3. a protective layer; 301. a first tip; 4. a compression-resistant mechanism; 5. a center plate; 6. a connecting seat; 7. an ear seat; 8. inserting nails; 801. a second tip; 9. a hand-held block; 10. a positioning bolt; 11. and positioning a nut.
Detailed Description
The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments.
Referring to fig. 1 to 4, a corrosion-resistant compression-resistant sheet pile comprises two pile bodies 1 used in combination and a compression-resistant mechanism 4 for connecting the two pile bodies 1;
the pile body 1 is provided with four corners, the four corners of the pile body 1 are provided with jacks along the vertical direction, the insertion rods 2 are inserted in the four jacks in an anastomotic way, the outer side of each insertion rod 2 is fixedly sleeved with a protective layer 3, the outer side of each insertion rod 2 can be protected through the protective layer 3, the corrosion resistance is improved, the protective layer 3 is made of copper or other corrosion resistant materials, a first tip 301 is formed at the bottom of each protective layer 3, and the protective layer 3 can be inserted into a foundation more conveniently through the first tip 301;
The compression-resistant mechanism 4 comprises a central plate 5 and connecting seats 6 symmetrically welded on two sides of the central plate 5, wherein the two connecting seats 6 respectively realize surrounding type lamination on one end, close to each other, of the two pile bodies 1, so that the two pile bodies 1 are combined into a whole by using the two connecting seats 6 which are integrated, and the two pile bodies 1 cannot generate relative displacement;
a positioning hole is tapped on each connecting seat 6 along the horizontal direction, positioning bolts 10 are installed in the two positioning holes in an anastomotic manner, positioning nuts 11 are screwed on the positioning bolts 10, wherein the positioning bolts 10 and the positioning nuts 11 are respectively abutted with two sides of the connecting seat 6, so that the connecting seat 6 and the pile body 1 are combined into a whole through the positioning bolts 10 and the positioning nuts 11, the overall stability of the pile body 1 and the compression-resistant mechanism 4 is further enhanced, and the compression resistance of the pile body 1 is ensured;
Ear seats 7 are welded on two opposite side walls of the central plate 5, mounting grooves are tapped on the two ear seats 7 along the vertical direction, inner inserting nails 8 are inserted in the two mounting grooves in an anastomotic manner, stability of the central plate 5 can be enhanced by inserting the inner inserting nails 8 into a foundation, second tips 801 are formed at the bottoms of the inner inserting nails 8, and a handheld block 9 is connected to the top of the inner inserting nails 8, wherein the handheld block 9 is used for holding by hand.
The corrosion-resistant compression-resistant sheet pile comprises: when in combination, firstly, two pile bodies 1 are placed to accurate positions, the two pile bodies 1 are respectively inserted into the inner sides of two connecting seats 6 from the upper sides of the two connecting seats 6, the pile bodies 1 correspond to positioning holes on the connecting seats 6, then, positioning bolts 10 can penetrate through the positioning holes on the connecting seats 6 and the pile bodies 1 and extend out, and positioning nuts 11 are arranged on the positioning bolts 10, so that the pile bodies 1 and the connecting seats 6 can be fixed into a whole; then holding the two handheld blocks 9 and inserting the two insert nails 8 into the mounting grooves on the two ear seats 7, so that the insert pins 2 are mounted in the four insertion holes on the pile body 1, and the insert pins 2 and the insert nails 8 can be inserted into the foundation after the insert pins 2 and the insert nails 8 are positioned at the correct positions, wherein the first pointed end 301 and the second pointed end 801 can be conveniently inserted into the foundation and kept stable; the arrangement of the connecting seat 6, the positioning bolt 10 and the positioning nut 11 strengthens the compression resistance of the joint of the two pile bodies 1.
The foregoing is only a preferred embodiment of the present utility model, but the scope of the present utility model is not limited thereto, and any person skilled in the art, who is within the scope of the present utility model, should make equivalent substitutions or modifications according to the technical scheme of the present utility model and the inventive concept thereof, and should be covered by the scope of the present utility model.
Claims (5)
1. The utility model provides a corrosion-resistant resistance to compression sheet pile, includes pile body (1) and the resistance to compression mechanism (4) that are used for connecting two pile bodies (1) that use, its characterized in that, pile body (1) have four corners, just four corners of pile body (1) all attack the jack along vertical direction, four all coincide in the jack and insert borer (2) have been inserted, resistance to compression mechanism (4) include center plate (5) and the symmetry welds in linking seat (6) of center plate (5) both sides, wherein two linking seat (6) are close to one end to two pile bodies (1) each other and are realized surrounding type laminating respectively;
Each connecting seat (6) is provided with a positioning hole along the horizontal direction, positioning bolts (10) are installed in the two positioning holes in an anastomotic manner, positioning nuts (11) are screwed on the positioning bolts (10), and the positioning bolts (10) and the positioning nuts (11) are respectively abutted to two sides of the connecting seat (6).
2. A corrosion and pressure resistant sheet pile according to claim 1, characterised in that the outer side of each drill rod (2) is fixedly sleeved with a protective layer (3) welded.
3. A corrosion and pressure resistant sheet pile according to claim 2, characterised in that the bottom of each of the protective layers (3) is formed with a first tip (301).
4. The corrosion-resistant and pressure-resistant sheet pile according to claim 1, characterized in that ear seats (7) are welded on two opposite side walls of the central plate (5), mounting grooves are tapped on two ear seats (7) along the vertical direction, and inserted nails (8) are inserted in the two mounting grooves in an anastomotic manner.
5. A corrosion and pressure resistant sheet pile according to claim 4, characterised in that the bottom of the insert pin (8) is formed with a second tip (801), the top of the insert pin (8) being connected with a hand piece (9).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322429073.XU CN221236027U (en) | 2023-09-07 | 2023-09-07 | Corrosion-resistant compression-resistant sheet pile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322429073.XU CN221236027U (en) | 2023-09-07 | 2023-09-07 | Corrosion-resistant compression-resistant sheet pile |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN221236027U true CN221236027U (en) | 2024-06-28 |
Family
ID=91599023
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322429073.XU Active CN221236027U (en) | 2023-09-07 | 2023-09-07 | Corrosion-resistant compression-resistant sheet pile |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN221236027U (en) |
-
2023
- 2023-09-07 CN CN202322429073.XU patent/CN221236027U/en active Active
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