CN220414202U - High-flexibility compression-resistant plastic steel sheet pile - Google Patents
High-flexibility compression-resistant plastic steel sheet pile Download PDFInfo
- Publication number
- CN220414202U CN220414202U CN202321702096.7U CN202321702096U CN220414202U CN 220414202 U CN220414202 U CN 220414202U CN 202321702096 U CN202321702096 U CN 202321702096U CN 220414202 U CN220414202 U CN 220414202U
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- China
- Prior art keywords
- steel sheet
- plate
- plastic steel
- sheet pile
- bottom plate
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 49
- 239000010959 steel Substances 0.000 title claims abstract description 49
- 230000006835 compression Effects 0.000 title claims abstract description 18
- 238000007906 compression Methods 0.000 title claims abstract description 18
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 22
- 210000005056 cell body Anatomy 0.000 claims abstract description 7
- 230000006978 adaptation Effects 0.000 claims abstract description 3
- 230000000694 effects Effects 0.000 description 5
- 238000009434 installation Methods 0.000 description 2
- 210000001503 joint Anatomy 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
Classifications
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/50—Photovoltaic [PV] energy
Landscapes
- Bulkheads Adapted To Foundation Construction (AREA)
Abstract
The application discloses resistance to compression plastic steel sheet pile of high flexibility relates to the technical field of plastic steel sheet pile, including the reinforcing plate, the both ends fixedly connected with sloping support plate of reinforcing plate, the one end fixedly connected with bottom plate that the sloping support plate kept away from the reinforcing plate, the quantity of bottom plate is two, the left surface fixedly connected with joint cell body of left end bottom plate, the right side fixedly connected with connection lug of right-hand member bottom plate, the external diameter size of connection lug and the internal diameter size looks adaptation of joint cell body, the junction of sloping support plate and junction adoption many corners 45 degrees design; through the cooperation of above structure, can dismantle in a flexible way and install two plastic steel sheet piles, the flexibility when improving the use.
Description
Technical Field
The utility model belongs to the technical field of plastic steel sheet piles, and particularly relates to a high-flexibility compression-resistant plastic steel sheet pile.
Background
The plastic steel sheet pile is a novel water conservancy building material and is commonly used for engineering such as river channel bank protection, sluice seepage prevention and the like. When the plastic steel sheet piles are constructed, the plastic steel sheet piles are often conveyed into corresponding stratum by pile conveying equipment, and the adjacent two sheet pile structures are matched with each other to form a continuous 'fence' structure, and accumulated water and silt on one side of the sheet pile structures are correspondingly separated, so that the construction of facilities and projects on the other side is met.
When the existing plastic steel sheet piles are connected, the structure of the butt joint part is mostly smaller, the butt joint buckle is inconvenient, the installation difficulty is higher, the connection is tight, the mobility is poor, the installation and the disassembly are inconvenient, and the flexibility is poor during use.
Therefore, the high-flexibility compression-resistant plastic steel sheet pile is provided.
Disclosure of Invention
The utility model aims at: in order to flexibly detach and install two plastic steel sheet piles, the flexibility in use is improved, and the application provides a high-flexibility compression-resistant plastic steel sheet pile.
The technical scheme adopted by the utility model is as follows:
the utility model provides a resistance to compression plastic steel sheet pile of high flexibility, includes the reinforcing plate, the both ends fixedly connected with sloping support plate of reinforcing plate, the sloping support plate is kept away from the one end fixedly connected with bottom plate of reinforcing plate, the quantity of bottom plate is two, and the left end the left surface fixedly connected with joint cell body of bottom plate, the right-hand member the right flank fixedly connected with of bottom plate connects the lug, connect the external diameter size of lug with the internal diameter size looks adaptation of joint cell body, the sloping support plate with the junction of bottom plate adopts many corner 45 degrees designs.
Further, the reinforcing plate comprises a top plate, two ends of the top plate are fixedly connected with the outer surface of the upper end of the inclined support plate, and a trapezoid groove is formed in the middle of the upper surface of the top plate.
Further, the whole inclined support plate is obliquely arranged at 45 degrees.
Further, the upper surfaces and the lower surfaces of the bottom plate, the inclined support plate and the top plate are all provided with raised strips.
Further, the cross section of the oblique supporting plate and the reinforcing plate after being connected is trapezoid.
In summary, due to the adoption of the technical scheme, the beneficial effects of the utility model are as follows:
1. according to the utility model, when two plastic steel sheet piles are connected, the connecting convex blocks of the second plastic steel sheet pile and the end parts of the clamping groove bodies of the first plastic steel sheet piles can be slid in until the two connecting convex blocks completely slide into the clamping groove bodies, so that the connection of the two plastic steel sheet piles can be realized, when the two plastic steel sheet piles are required to be disassembled, the connecting convex blocks of the second plastic steel sheet pile slide out of the clamping groove bodies of the first plastic steel sheet piles, and the mobility of the two plastic steel sheet piles after the connection is increased, so that the two plastic steel sheet piles can be flexibly disassembled and installed, and the flexibility in use is improved.
2. In the utility model, the reinforcing plate and the inclined supporting plate are integrally trapezoidal after being connected, and compared with the traditional circular design, the trapezoidal design has larger contact area and better compression resistance effect when in use.
3. In the utility model, the joint of the bottom plate and the inclined support plate can be better stressed by adopting a multi-corner 45-degree design, and the utility model has better impact resistance and compression resistance.
Drawings
FIG. 1 is a schematic diagram of the overall structure of the present utility model;
fig. 2 is a front view of the present utility model.
The marks in the figure: 1-reinforcing plate, 2-oblique backup pad, 3-bottom plate, 4-joint cell body, 5-connection lug, 6-sand grip, 11-roof, 12-dovetail groove.
Detailed Description
For the purpose of making the objects, technical solutions and advantages of the embodiments of the present utility model more apparent, the technical solutions in the embodiments of the present utility model will be clearly and completely described in the following in conjunction with the embodiments of the present utility model, and it is apparent that the described embodiments are some embodiments of the present utility model, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
Examples:
referring to fig. 1-2, a high-flexibility compressive plastic steel sheet pile comprises a reinforcing plate 1, wherein the reinforcing plate 1 comprises a top plate 11, two ends of the top plate 11 are fixedly connected with the outer surface of the upper end of an inclined support plate 2, a trapezoid groove 12 is formed in the middle of the upper surface of the top plate 11, two ends of the reinforcing plate 1 are fixedly connected with the inclined support plate 2, the cross section of the inclined support plate 2 connected with the reinforcing plate 1 is trapezoid, specifically, the reinforcing plate 1 and the inclined support plate 2 are integrally trapezoid after being connected, and compared with the traditional circular design, the trapezoid design can have larger contact area and better compressive effect when in use.
Referring to fig. 1-2, one end of the inclined support plate 2 far away from the reinforcing plate 1 is fixedly connected with a bottom plate 3, the inclined support plate 2 is integrally arranged in a 45-degree inclined mode, a multi-corner 45-degree design is adopted at the joint of the inclined support plate 2 and the bottom plate 3, specifically, stress can be better carried out at the joint of the bottom plate 3 and the inclined support plate 2 by adopting the multi-corner 45-degree design, and better impact resistance and compression resistance effects are achieved.
Referring to fig. 1-2, the number of the bottom plates 3 is two, the left side face of the left end bottom plate 3 is fixedly connected with the clamping groove body 4, the right side face of the right end bottom plate 3 is fixedly connected with the connecting convex blocks 5, the outer diameter size of the connecting convex blocks 5 is matched with the inner diameter size of the clamping groove body 4, specifically, when two plastic steel sheet piles are connected, the connecting convex blocks 5 of the second plastic steel sheet pile and the end parts of the first plastic steel sheet pile clamping groove body 4 can slide in until the two connecting convex blocks 5 completely slide into the clamping groove body 4, connection of the two plastic steel sheet piles can be achieved, when the connecting convex blocks 5 of the second plastic steel sheet pile slide out of the first plastic steel sheet pile clamping groove body 4, the mobility after the two plastic steel sheet piles are connected is increased, and therefore flexible disassembly and assembly can be carried out on the two plastic steel sheet piles, and flexibility in use is improved.
Referring to fig. 1-2, raised lines 6 are provided on the upper surfaces and the lower surfaces of the bottom plate 3, the inclined support plate 2 and the top plate 11, specifically, the number of raised lines 6 is a plurality of raised lines 6, and the friction force between the surfaces of the bottom plate 3, the inclined support plate 2 and the top plate 11 can be increased by the plurality of raised lines 6, so that the contact effect is improved.
The implementation principle of the embodiment of the high-flexibility compression-resistant plastic steel sheet pile is as follows:
by using the plastic steel sheet pile, two plastic steel sheet piles can be connected firstly, the connecting protruding blocks 5 of the second plastic steel sheet pile and the end parts of the first plastic steel sheet pile clamping groove bodies 4 slide in until the two connecting protruding blocks 5 completely slide into the clamping groove bodies 4, so that the connection of the two plastic steel sheet piles can be realized, when the plastic steel sheet pile needs to be disassembled, the connecting protruding blocks 5 of the second plastic steel sheet pile slide out of the first plastic steel sheet pile clamping groove bodies 4, the mobility of the two plastic steel sheet piles after connection is increased, and therefore the two plastic steel sheet piles can be flexibly disassembled and installed, and the flexibility in use is improved.
On the other hand, the reinforcing plate 1 and the inclined support plate 2 are connected to form a trapezoid, and compared with the traditional circular design, the trapezoid design has larger contact area and better compression resistance when in use; meanwhile, the joint of the bottom plate 3 and the inclined support plate 2 can be better stressed by adopting a multi-corner 45-degree design, and better impact resistance and compression resistance effects are achieved. The above embodiments are only for illustrating the technical solution of the present utility model, and are not limiting; although the utility model has been described in detail with reference to the foregoing embodiments, it will be understood by those of ordinary skill in the art that: the technical scheme described in the foregoing embodiments can be modified or some technical features thereof can be replaced by equivalents; such modifications and substitutions do not depart from the spirit and scope of the technical solutions of the embodiments of the present utility model.
Claims (5)
1. High-flexibility compression-resistant plastic steel sheet pile comprises a reinforcing plate (1), and is characterized in that: the utility model discloses a reinforcing plate, including reinforcing plate (1), inclined support plate (2) are kept away from one end fixedly connected with bottom plate (3) of reinforcing plate (1), the quantity of bottom plate (3) is two, and the left end the left surface fixedly connected with joint cell body (4) of bottom plate (3), the right-hand member right side fixedly connected with connection lug (5) of bottom plate (3), the external diameter size of connection lug (5) with the internal diameter size looks adaptation of joint cell body (4), inclined support plate (2) with the junction of bottom plate (3) adopts many corner 45 degrees designs.
2. A high flexibility compression resistant plastic steel sheet pile as defined in claim 1 wherein: the reinforcing plate (1) comprises a top plate (11), two ends of the top plate (11) are fixedly connected with the outer surface of the upper end of the inclined support plate (2), and a trapezoid groove (12) is formed in the middle of the upper surface of the top plate (11).
3. A high flexibility compression resistant plastic steel sheet pile as defined in claim 1 wherein: the whole inclined support plate (2) is obliquely arranged at 45 degrees.
4. A high flexibility compression resistant plastic steel sheet pile as defined in claim 2 wherein: the bottom plate (3), the inclined support plate (2) and the upper surface and the lower surface of the top plate (11) are provided with raised strips (6).
5. A high flexibility compression resistant plastic steel sheet pile as defined in claim 1 wherein: the cross section of the oblique supporting plate (2) and the reinforcing plate (1) after being connected is trapezoid.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321702096.7U CN220414202U (en) | 2023-06-30 | 2023-06-30 | High-flexibility compression-resistant plastic steel sheet pile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321702096.7U CN220414202U (en) | 2023-06-30 | 2023-06-30 | High-flexibility compression-resistant plastic steel sheet pile |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220414202U true CN220414202U (en) | 2024-01-30 |
Family
ID=89643984
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321702096.7U Active CN220414202U (en) | 2023-06-30 | 2023-06-30 | High-flexibility compression-resistant plastic steel sheet pile |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220414202U (en) |
-
2023
- 2023-06-30 CN CN202321702096.7U patent/CN220414202U/en active Active
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