CN212534058U - Combined bearing sheet pile of buckle type - Google Patents
Combined bearing sheet pile of buckle type Download PDFInfo
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- CN212534058U CN212534058U CN202020528994.5U CN202020528994U CN212534058U CN 212534058 U CN212534058 U CN 212534058U CN 202020528994 U CN202020528994 U CN 202020528994U CN 212534058 U CN212534058 U CN 212534058U
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Abstract
The utility model discloses a buckle type combined bearing sheet pile, which comprises a plurality of first sheet piles which are sequentially installed along the boundary of the soil region to be protected and have the same structure, and a corner component arranged between the adjacent first sheet piles; the first sheet pile comprises a sheet pile body with a horizontal section in a shape like Chinese character 'ji', a first T-shaped joint arranged at one end of the sheet pile body in the shape like Chinese character 'ji', and a first C-shaped interface arranged at the other end of the sheet pile body in the shape like Chinese character 'ji' and matched with the first T-shaped joint. The corner assembly comprises a second C-shaped interface, a third T-shaped joint and a second T-shaped joint, wherein the third T-shaped joint is arranged back to back with a C-shaped opening of the second C-shaped interface, and the second T-shaped joint is arranged perpendicular to the third T-shaped joint; the second T-shaped joint, the third T-shaped joint and the second C-shaped interface are integrally formed. By the proposal, the utility model has the advantages of simple structure, installation are convenient, bearing capacity is strong, have very high practical value and spreading value in soil property protection technical field.
Description
Technical Field
The utility model belongs to the technical field of soil property protection technique and specifically relates to a combination bearing sheet pile of buckle formula.
Background
The sheet pile is one kind of protection pile, and its shape is long and flat, can be used to the protection in fields such as low slope, foundation ditch. In general, the high-power-driven concrete is driven by a dynamic compaction method. Traditional sheet pile is mostly the reinforced concrete material, and its weight is heavier, and the installation is inconvenient. Therefore, a snap-in type combined bearing sheet pile with a simple structure and strong bending resistance and an installation method thereof are urgently needed to be provided.
SUMMERY OF THE UTILITY MODEL
To the above problem, an object of the utility model is to provide a combination bearing sheet pile of buckle formula, the utility model discloses a technical scheme as follows:
a buckle type combined bearing sheet pile comprises a plurality of first sheet piles which are sequentially arranged along the margin of a soil region to be protected and have the same structure, and a corner component arranged between the adjacent first sheet piles; the first sheet pile comprises a sheet pile body with a horizontal section in a shape like Chinese character 'ji', a first T-shaped joint arranged at one end of the sheet pile body in the shape like Chinese character 'ji', and a first C-shaped interface arranged at the other end of the sheet pile body in the shape like Chinese character 'ji' and matched with the first T-shaped joint.
The corner assembly comprises a second C-shaped interface, a third T-shaped joint and a second T-shaped joint, wherein the third T-shaped joint is arranged back to back with a C-shaped opening of the second C-shaped interface, and the second T-shaped joint is arranged perpendicular to the third T-shaped joint; the second T-shaped joint, the third T-shaped joint and the second C-shaped interface are integrally formed.
Furthermore, the buckle type combined bearing sheet pile further comprises a plurality of reinforcing columns which are distributed along the longitudinal direction of the sheet pile body and are integrally formed with the sheet pile body.
Furthermore, the buckle type combined bearing sheet pile also comprises a second sheet pile which is sleeved in the second T-shaped joint and has the same structure as the first sheet pile;
and the horizontal section of the two adjacent first sheet piles, the corner assembly and the second sheet pile is in a T shape.
Furthermore, the buckling type combined bearing sheet pile further comprises a plurality of caps buckled on the first sheet pile, the corner component and the second sheet pile; the cap comprises a C-shaped body with a C-shaped horizontal section and a clamping edge integrally formed with the end part of the C-shaped body.
Preferably, the thickness of the sheet pile body is one of 6mm, 8mm, 10mm and 12 mm.
Preferably, the diameter of the reinforcing column is one of 10mm, 12mm, 14mm and 16 mm.
Preferably, the interval between adjacent reinforcing columns is one of 55mm, 60mm and 65 mm.
Preferably, the first C-shaped interface and the second C-shaped interface have the same structure, and the size of the first C-shaped interface is one of 58 × 34mm, 62 × 40mm, 66 × 44mm, and 70 × 50 mm.
Preferably, the first T-shaped joint, the second T-shaped joint and the third T-shaped joint have the same structure and are matched with the size of the first C-shaped interface, and the size of the first T-shaped joint is one of 32 x 10mm, 32 x 12mm and 32 x 14 mm.
Compared with the prior art, the utility model discloses following beneficial effect has:
(1) the utility model skillfully adopts the sheet pile body with the shape of Chinese character 'ji' as the main body, which can not only meet the requirements of striking impact force downwards, but also meet the requirements of protecting and supporting strength; the sheet pile body is characterized in that the arch of the sheet pile body in the shape of the Chinese character 'ji' faces the upper edge of the side slope, the back of the arch in the shape of the Chinese character 'ji' is extruded by the side slope, and extrusion force is dispersed, so that the sheet pile body is effectively prevented from deforming, and the bearing capacity of the sheet pile body is improved;
(2) the utility model skillfully adopts the C-shaped interface and the T-shaped joint as the connection, which can simplify the sheet pile installation process while ensuring the reliable connection of the sheet pile;
(3) the utility model is skillfully provided with the corner component, and the corner component is sleeved and connected with three sheet piles to form a T-shaped structure, and the top of the T-shaped structure is opposite to the upper edge of the slope, thus further improving the integral bearing capacity of the sheet piles;
to sum up, the utility model has the advantages of simple structure, installation are convenient, bearing capacity is strong, have very high practical value and spreading value in soil property protection technical field.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings required for the embodiments will be briefly described below, it should be understood that the following drawings only illustrate some embodiments of the present invention, and therefore should not be considered as a limitation of the scope of protection, and for those skilled in the art, other related drawings may be obtained from these drawings without inventive effort.
Fig. 1 is a schematic view (one unit) of the installation structure of the present invention (top view).
Fig. 2 is a schematic structural view (top view) of a first sheet pile according to the present invention.
Fig. 3 is a schematic structural diagram (top view) of the corner assembly of the present invention.
Fig. 4 is a schematic structural diagram (top view) of the cap of the present invention.
Fig. 5 is a schematic connection diagram (top view) between the C-shaped interface and the T-shaped connector according to the present invention.
In the drawings, the names of the parts corresponding to the reference numerals are as follows:
1-first sheet pile, 2-corner component, 3-cover cap, 4-second sheet pile, 11-sheet pile body, 12-first T-shaped joint, 13-first C-shaped interface, 14-reinforcing column, 21-second T-shaped joint, 22-third T-shaped joint, 23-second C-shaped interface, 31-C-shaped body and 32-clamping edge.
Detailed Description
To make the objectives, technical solutions and advantages of the present application more clear, the present invention will be further described with reference to the accompanying drawings and examples, and embodiments of the present invention include, but are not limited to, the following examples. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present application.
Examples
As shown in fig. 1 to 5, the present embodiment provides a snap-in type combined load-bearing sheet pile, which includes a plurality of first sheet piles 1 installed in sequence along the margin of the soil region to be protected and having the same structure. In the present embodiment, the terms "first", "second", and the like are used only for distinguishing the similar components, and are not to be construed as limiting the scope of protection. In the present embodiment, the terms of orientation such as "bottom", "top", "peripheral edge", "center", and the like are explained based on the drawings.
Specifically, the snap-in combined load-bearing sheet pile of the present embodiment includes a first sheet pile 1, a corner component 2, a cap 3 and a second sheet pile 4, wherein the first sheet pile 1 includes a sheet pile body 11 having a horizontal cross section in a shape like a Chinese character 'ji', a first T-shaped joint 12 disposed at one end of the sheet pile body 11 in the shape like a Chinese character 'ji', a first C-shaped joint 13 disposed at the other end of the sheet pile body 11 in the shape like a Chinese character 'ji' and matching with the first T-shaped joint 12, and a plurality of reinforcing columns 14 disposed along the longitudinal direction of the sheet pile body 11 and integrally formed with the sheet pile body 11. In the present embodiment, the thickness of the sheet pile body 11 is one of 6mm, 8mm, 10mm and 12mm, and the diameter of the reinforcing column 14 is one of 10mm, 12mm, 14mm and 16 mm. In the embodiment, the primary flow size of the first sheet pile 1 is 780 mm, 168mm and 104 mm, 84mm, and the interval between the adjacent reinforcing columns is one of 55mm, 60mm and 65 mm. The first C-shaped interface and the second C-shaped interface are identical in structure, and the size of the first C-shaped interface is one of 58 x 34mm, 62 x 40mm, 66 x 44mm and 70 x 50 mm. The first T-shaped joint, the second T-shaped joint and the third T-shaped joint are identical in structure and matched with the first C-shaped joint in size, and the size of the first T-shaped joint is one of 32 x 10mm, 32 x 12mm and 32 x 14 mm. However, the present technology is not limited to the above dimensions.
In addition, the corner assembly 2 is arranged between the adjacent first sheet piles 1, wherein the corner assembly 2 comprises a second C-shaped interface 23, a third T-shaped joint 22 arranged back to the C-shaped opening of the second C-shaped interface 23, and a second T-shaped joint 21 arranged perpendicular to the third T-shaped joint 22; the second T-shaped joint 21, the third T-shaped joint 22 and the second C-shaped interface 23 are integrally formed. In this embodiment, the second sheet pile 4 is sleeved in the second T-shaped joint 21 and has the same structure as the first sheet pile 1. In addition, two adjacent first sheet piles 1, corner assemblies 2 and second sheet piles 4 of the present embodiment form a T-shaped horizontal cross section.
In the present embodiment, the cap 3 includes a C-shaped body 31 having a C-shaped horizontal section, and a catching edge 32 integrally formed with an end of the C-shaped body 31.
The method for installing a snap-on composite load-bearing sheet pile, which comprises the following steps, is briefly described as follows:
step S1, hoisting one end of the first sheet pile 1, and lifting the first sheet pile 1 until the first sheet pile 1 is vertical to the soil to be protected; the first sheet pile 1 is arranged along the boundary of the soil region to be protected;
step S2, knocking the first sheet pile 1 downwards to enable the first sheet pile 1 to be inserted into soil, and reserving the first sheet pile 1 with the height of 100-500 mm on the surface of the soil;
step S3, sleeving the second C-shaped connector 23 of the corner component 2 in the first T-shaped connector 12 of the first sheet pile 1, and knocking the corner component 2 downwards until the top of the corner component 2 is flush with the top of the first sheet pile 1;
step S4, sleeving the first C-shaped connector 13 of the second sheet pile 4 in the second T-shaped joint 21, and knocking the second sheet pile 4 downwards until the top of the second sheet pile 4 is flush with the top of the first sheet pile 1;
step S5, repeating the steps S1 to S4 until the margins of the soil region to be protected are all provided with the first sheet pile 1, the corner assembly 2 and the second sheet pile 4;
in step S6, several caps 3 are snapped onto the first sheet pile 1, the corner assembly 2 and the second sheet pile 4.
The above-mentioned embodiments are merely preferred embodiments of the present invention, and are not limitations on the protection scope of the present invention, but all the changes made by adopting the design principle of the present invention and performing non-creative work on this basis shall fall within the protection scope of the present invention.
Claims (9)
1. A fastener type combined bearing sheet pile is characterized by also comprising a corner component (2) arranged between adjacent first sheet piles (1); the first sheet pile (1) comprises a sheet pile body (11) with a horizontal section in a shape like Chinese character 'ji', a first T-shaped joint (12) arranged at one end of the sheet pile body (11) in the shape like Chinese character 'ji', and a first C-shaped interface (13) arranged at the other end of the sheet pile body (11) in the shape like Chinese character 'ji' and matched with the first T-shaped joint (12);
the corner assembly (2) comprises a second C-shaped interface (23), a third T-shaped joint (22) and a second T-shaped joint (21), wherein the third T-shaped joint (22) is arranged back to back with a C-shaped opening of the second C-shaped interface (23), and the second T-shaped joint (21) is arranged perpendicular to the third T-shaped joint (22); the second T-shaped joint (21), the third T-shaped joint (22) and the second C-shaped interface (23) are integrally formed.
2. A snap-in combination load-bearing sheet pile according to claim 1, characterised in that it further comprises several stiffening columns (14) arranged in the longitudinal direction of the sheet pile body (11) and formed integrally with the sheet pile body (11).
3. A snap-on combination load-bearing sheet pile according to claim 1, further comprising a second sheet pile (4) fitted in the second T-shaped joint (21) and having the same structure as the first sheet pile (1);
the horizontal section of two adjacent first sheet piles (1), the horizontal section of the corner component (2) and the horizontal section of the second sheet pile (4) are T-shaped.
4. A snap-on combination load-bearing sheet pile according to claim 3, characterised in that it further comprises a plurality of caps (3) snap-fitted on the first sheet pile (1), the corner module (2) and the second sheet pile (4); the cap (3) comprises a C-shaped body (31) with a C-shaped horizontal section and a clamping edge (32) integrally formed with the end part of the C-shaped body (31).
5. A snap-on combination load-bearing sheet pile according to claim 1, characterised in that the thickness of the sheet pile body (11) is one of 6mm, 8mm, 10mm, 12 mm.
6. A snap-on combination load-bearing sheet pile according to claim 2, characterised in that the reinforcement column (14) has a diameter of one of 10mm, 12mm, 14mm, 16 mm.
7. A snap-in combination load-bearing sheet pile according to claim 6, characterised in that the spacing between adjacent reinforcement columns (14) is one of 55mm, 60mm, 65 mm.
8. A snap-on composite load-bearing sheet pile according to claim 1, characterised in that the first (13) and second (23) C-shaped interfaces are of identical construction and the first C-shaped interface (13) has one of the dimensions 58 x 34mm, 62 x 40mm, 66 x 44mm, 70 x 50 mm.
9. A snap-on composite load-bearing sheet pile according to claim 8, characterised in that the first (12), second (21) and third (22) T-joints are identical in construction and match the dimensions of the first C-joint (13), the first T-joint (12) having one of the dimensions 32 x 10mm, 32 x 12mm, 32 x 14 mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020528994.5U CN212534058U (en) | 2020-04-10 | 2020-04-10 | Combined bearing sheet pile of buckle type |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020528994.5U CN212534058U (en) | 2020-04-10 | 2020-04-10 | Combined bearing sheet pile of buckle type |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212534058U true CN212534058U (en) | 2021-02-12 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020528994.5U Expired - Fee Related CN212534058U (en) | 2020-04-10 | 2020-04-10 | Combined bearing sheet pile of buckle type |
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| Country | Link |
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| CN (1) | CN212534058U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112953379A (en) * | 2021-03-25 | 2021-06-11 | 中节能太阳能科技（镇江）有限公司 | Drainage dust removal device and installation method |
-
2020
- 2020-04-10 CN CN202020528994.5U patent/CN212534058U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112953379A (en) * | 2021-03-25 | 2021-06-11 | 中节能太阳能科技（镇江）有限公司 | Drainage dust removal device and installation method |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20210212 |
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| CF01 | Termination of patent right due to non-payment of annual fee |