CN218880909U - Slope slide-resistant pile for landslide control - Google Patents
Slope slide-resistant pile for landslide control Download PDFInfo
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- CN218880909U CN218880909U CN202223276940.2U CN202223276940U CN218880909U CN 218880909 U CN218880909 U CN 218880909U CN 202223276940 U CN202223276940 U CN 202223276940U CN 218880909 U CN218880909 U CN 218880909U
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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
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/23—Dune restoration or creation; Cliff stabilisation
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Abstract
The utility model relates to a landslide control technical field especially relates to a landslide control side slope friction pile, including the steel sheet pile body, the steel sheet pile body is channel steel, the outside of the pile body upper portion of steel sheet pile body is fixed with widens the baffle through fastening screw, the pile body upper portion inboard of steel sheet pile body is installed a plurality of auxiliary stay subassemblies, the dorsal part symmetry of widening the baffle is equipped with the reinforcing plate, auxiliary stay subassembly pass through fastening bolt and the pile body curb plate of steel sheet pile body is connected; the auxiliary support component is composed of a transverse pipe part, a longitudinal pipe part and a longitudinal plate part. The utility model has reasonable structure design, a plurality of auxiliary supporting components are added on the upper part of the pile body, and the auxiliary supporting components can be stored in the pile body when not in use, thereby being convenient for transportation; when in use, the pile body is unfolded, so that the supporting capability of the pile body can be improved in an auxiliary manner; meanwhile, the widening baffle is additionally arranged on the upper part of the pile body, so that the supporting area can be increased.
Description
Technical Field
The utility model relates to a technical field is administered in the landslide, especially relates to a slope friction pile is administered in landslide.
Background
Piles are cylindrical members that penetrate into the earth or rock formations. The slide-resistant pile in the slope treatment project transmits the slope thrust borne by the upper part to the lateral soil or rock mass at the lower part of the pile through the pile body, and bears the downward thrust of the slope by the lateral resistance at the lower part of the pile so as to keep the slope balanced or stable. The anti-slide pile is similar to a common pile foundation, but mainly bears horizontal load. The anti-slide pile is also one of the common treatment schemes in slope treatment engineering, from early-stage timber piles, to modern steel piles and reinforced concrete piles commonly used in slope engineering at present, the section forms of the anti-slide pile are circular and rectangular, the construction methods comprise methods of driving, mechanical hole forming, artificial hole forming and the like, and the structural forms comprise single piles, row piles, pile groups, anchor piles, prestressed anchor cable piles and the like.
In the prior art, the anti-slide pile for treating the side slope based on the landslide in the form of the steel pile still has the defects in the use process, firstly, the lower thrust of the side slope is borne by only the lateral resistance at the lower part of the pile, and the supporting effect is improved without arranging an auxiliary supporting component; secondly, the supporting area of the upper part of the pile body is small, and the supporting effect is not ideal enough. Therefore, it is necessary to optimize and improve it.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to overcome the above-mentioned problem that exists among the conventional art, provide a slope anti-slide pile is administered in landslide.
In order to realize the technical purpose, the technical effect is achieved, the utility model discloses a realize through following technical scheme:
a landslide control side slope slide-resistant pile comprises a steel sheet pile body, wherein the steel sheet pile body is made of channel steel, a widening baffle is fixed on the outer side of the upper part of a pile body of the steel sheet pile body through fastening screws, a plurality of auxiliary supporting assemblies are mounted on the inner side of the upper part of the pile body of the steel sheet pile body, reinforcing plates are symmetrically arranged on the back sides of the widening baffle, and the reinforcing plates and the auxiliary supporting assemblies are connected with a pile body side plate of the steel sheet pile body through fastening bolts; the utility model discloses a horizontal pipe portion, including horizontal pipe portion, vertical pipe portion and vertical plate portion, the auxiliary stay subassembly is by horizontal pipe portion, indulge tub portion and vertical plate portion and constitute, the outside of horizontal pipe portion is fixed with vertical plate portion, vertical plate portion's center department is fixed with the vertical pipe portion of horizontal pipe portion vertically, the centre bore of horizontal pipe portion wears to establish the passageway as fastening bolt, the whole length of auxiliary stay subassembly reduces gradually from top to bottom.
Further, in the landslide treatment slope slide-resistant pile, a pile body web part of the steel sheet pile body is provided with a first through hole matched with the fastening screw, and the widening baffle is provided with a fastening thread groove matched with the fastening screw; and a pile body side plate of the steel sheet pile body is provided with a second through hole matched with the fastening bolt.
Further, in the landslide control side slope slide-resistant pile, the widening baffle plate is provided with a plurality of draining holes.
Further, in the slope treatment side slope slide-resistant pile, the reinforcing plate is a slotted plate, two side plates of the reinforcing plate are triangular plates with a narrow outer part and a wide inner part, and a third through hole matched with the fastening bolt is formed in a web part of the reinforcing plate.
Further, in the slope treatment side slope slide-resistant pile, two auxiliary supporting components are installed on the inner side of the upper portion of the pile body of the sheet pile body.
Further, in the slope treatment side slope slide-resistant pile, the widening baffle, the reinforcing plate and the auxiliary support assembly are all made of stainless steel materials, and the widening baffle and the reinforcing plate are connected into a whole through welding.
The utility model has the advantages that:
the utility model has reasonable structural design, on one hand, on the basis of utilizing the lateral resistance at the lower part of the pile body to bear the downward thrust of the side slope, a plurality of auxiliary supporting components are additionally arranged at the upper part of the pile body, and the auxiliary supporting components can be stored in the pile body when not used, thereby being convenient for transportation; when in use, the pile body is unfolded, so that the supporting capability of the pile body can be improved in an auxiliary manner; on the other hand, the widening baffle is additionally arranged at the upper part of the pile body, so that the supporting area can be increased.
Of course, it is not necessary for any product to achieve all of the above advantages simultaneously in practicing the invention.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings used in the description of the embodiments are briefly introduced below, it is obvious that the drawings in the description below are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to the drawings without creative efforts.
FIG. 1 is a schematic view of the overall three-dimensional structure of the present invention;
FIG. 2 is a schematic side view of the whole structure of the present invention;
fig. 3 is a schematic structural view of the steel sheet pile body of the present invention;
fig. 4 is a schematic structural view of the widened baffle of the present invention;
FIG. 5 is a schematic structural view of an auxiliary support assembly of the present invention;
in the drawings, the components represented by the respective reference numerals are listed below:
1-a steel plate pile body, 101-a first perforation, 102-a second perforation, 2-a widening baffle, 201-a fastening thread groove, 202-a drainage hole, 3-a reinforcing plate, 301-a third perforation, 4-an auxiliary supporting component, 401-a transverse pipe part, 402-a longitudinal pipe part, 403-a longitudinal plate part, 5-a fastening screw and 6-a fastening bolt.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments of the present invention, all other embodiments obtained by a person of ordinary skill in the art without creative efforts belong to the protection scope of the present invention.
Example one
Referring to fig. 1-5, the present embodiment is a landslide treatment slope slide-resistant pile, which includes a steel sheet pile body 1, wherein the steel sheet pile body 1 is a channel steel, and has a width of 20cm, a length of 2m, and a thickness of 4cm. The baffle 2 is widened in the pile body upper portion outside of steel sheet pile body 1 through fastening screw 5 is fixed with, and two auxiliary stay subassemblies 4 are installed to the pile body upper portion inboard of steel sheet pile body 1. The dorsal part symmetry of widening baffle 2 is equipped with reinforcing plate 3, and reinforcing plate 3, auxiliary stay subassembly 4 pass through fastening bolt 6 and are connected with the pile body curb plate of steel sheet pile body 1.
In this embodiment, the auxiliary support member 4 is composed of a horizontal pipe portion 401, a vertical pipe portion 402, and a vertical plate portion 403, the vertical plate portion 403 is fixed to the outer side of the horizontal pipe portion 401, the vertical pipe portion 402 perpendicular to the horizontal pipe portion 401 is fixed to the center of the vertical plate portion 403, the center hole of the horizontal pipe portion 401 serves as a passage for fastening bolts, and the overall length of the auxiliary support member is gradually reduced from top to bottom.
In this embodiment, a first through hole 101 matched with the fastening screw 5 is formed in a web portion of a pile body of the steel sheet pile body 1, and a fastening thread groove 201 matched with the fastening screw 5 is formed in the widened baffle 2; the pile body side plate of the steel sheet pile body 1 is provided with a second through hole 102 matched with the fastening bolt 6.
In this embodiment, the widening baffle 2 is provided with a plurality of draining holes 202, so that when the rainwater is too much, the draining and pressure relief can be performed.
In this embodiment, the reinforcing plate 3 is a groove plate, the two side plates are triangular plates with a narrow outer part and a wide inner part, and the web part of the reinforcing plate 3 is provided with a third through hole 301 matched with the fastening bolt 6.
In this embodiment, the widening baffle 2, the reinforcing plate 3 and the auxiliary support assembly 4 are all made of stainless steel materials, and the widening baffle 2 and the reinforcing plate 3 are connected into a whole by welding.
One specific application of this embodiment is: the structure of the embodiment is reasonable in design, on one hand, on the basis that the lateral resistance at the lower part of the pile body is utilized to bear the downward thrust of the side slope, a plurality of auxiliary support assemblies 4 are additionally arranged at the upper part of the pile body, and the auxiliary support assemblies 4 can be stored in the pile body when not used, so that the transportation is facilitated; when in use, the pile body is unfolded, so that the supporting capability of the pile body can be improved in an auxiliary manner; on the other hand, the widening baffle 2 is additionally arranged at the upper part of the pile body, so that the supporting area can be increased.
Example two
The embodiment is a slope slide-resistant pile for landslide control, and the slope slide-resistant pile comprises a steel sheet pile body 1, wherein the steel sheet pile body 1 is made of channel steel, the width of the channel steel is 40cm, the length of the channel steel is 6m, and the thickness of the channel steel is 6cm. The outer side of the upper part of the pile body of the steel sheet pile body 1 is fixed with a widening baffle 2 through a fastening screw 5, and the inner side of the upper part of the pile body of the steel sheet pile body 1 is provided with three auxiliary supporting components 4. The dorsal part symmetry of widening baffle 2 is equipped with reinforcing plate 3, and reinforcing plate 3, auxiliary stay subassembly 4 pass through fastening bolt 6 and are connected with the pile body curb plate of steel sheet pile body 1.
In this embodiment, the auxiliary support member 4 is composed of a horizontal pipe portion 401, a vertical pipe portion 402, and a vertical plate portion 403, the vertical plate portion 403 is fixed to the outer side of the horizontal pipe portion 401, the vertical pipe portion 402 perpendicular to the horizontal pipe portion 401 is fixed to the center of the vertical plate portion 403, the center hole of the horizontal pipe portion 401 serves as a passage for fastening bolts, and the overall length of the auxiliary support member is gradually reduced from top to bottom.
In this embodiment, a first through hole 101 matched with the fastening screw 5 is formed in a pile body web portion of the steel sheet pile body 1, and a fastening thread groove 201 matched with the fastening screw 5 is formed in the widened baffle plate 2; the pile body side plate of the steel sheet pile body 1 is provided with a second through hole 102 matched with the fastening bolt 6.
In this embodiment, the widening baffle 2 is provided with a plurality of draining holes 202, so that when the rainwater is too much, the draining and pressure relief can be performed.
In this embodiment, the reinforcing plate 3 is a groove plate, the two side plates are triangular plates with a narrow outer part and a wide inner part, and the web part of the reinforcing plate 3 is provided with a third through hole 301 matched with the fastening bolt 6.
In this embodiment, the widening baffle 2, the reinforcing plate 3 and the auxiliary supporting component 4 are all made of stainless steel materials, and the widening baffle 2 and the reinforcing plate 3 are connected into a whole by welding.
The preferred embodiments of the present invention disclosed above are intended to aid in the description of the invention. The preferred embodiments are not exhaustive and do not limit the invention to the precise embodiments. Obviously, many modifications and variations are possible in light of the above teaching. The embodiments were chosen and described in order to best explain the principles of the invention and its practical applications, thereby enabling others skilled in the art to best understand the invention and its practical application. The present invention is limited only by the claims and their full scope and equivalents.
Claims (6)
1. The utility model provides a slope slide-resistant pile is administered in landslide, includes steel sheet pile body, its characterized in that: the steel sheet pile comprises a steel sheet pile body, a plurality of auxiliary supporting assemblies, reinforcing plates and auxiliary supporting assemblies, wherein the steel sheet pile body is made of groove-shaped steel, the outer side of the upper part of a pile body of the steel sheet pile body is fixedly provided with a widening baffle through fastening screws, the inner side of the upper part of the pile body of the steel sheet pile body is provided with the plurality of auxiliary supporting assemblies, the back sides of the widening baffle are symmetrically provided with the reinforcing plates, and the reinforcing plates and the auxiliary supporting assemblies are connected with a side plate of the pile body of the steel sheet pile body through fastening bolts; the utility model discloses a horizontal pipe portion, including horizontal pipe portion, vertical pipe portion and vertical plate portion, the auxiliary stay subassembly is by horizontal pipe portion, indulge tub portion and vertical plate portion and constitute, the outside of horizontal pipe portion is fixed with vertical plate portion, vertical plate portion's center department is fixed with the vertical pipe portion of horizontal pipe portion vertically, the centre bore of horizontal pipe portion wears to establish the passageway as fastening bolt, the whole length of auxiliary stay subassembly reduces gradually from top to bottom.
2. The landslide treatment slope slide-resistant pile of claim 1, wherein: a first through hole matched with the fastening screw is formed in the pile body web part of the steel sheet pile body, and a fastening thread groove matched with the fastening screw is formed in the widened baffle plate; and a pile body side plate of the steel plate pile body is provided with a second through hole matched with the fastening bolt.
3. The landslide treatment slope slide-resistant pile of claim 1, wherein: a plurality of draining holes are formed in the widening baffle.
4. The landslide treatment slope slide-resistant pile of claim 1, wherein: the reinforcing plate is a groove-shaped plate, the two side plates are triangular plates with narrow outer parts and wide inner parts, and third through holes matched with the fastening bolts are formed in the web plate parts of the reinforcing plate.
5. The landslide treatment slope slide-resistant pile of claim 1, wherein: two auxiliary supporting assemblies are installed on the inner side of the upper portion of the pile body of the sheet pile body.
6. The landslide treatment slope slide-resistant pile of claim 1, wherein: the widening baffle, the reinforcing plate and the auxiliary supporting assembly are all made of stainless steel materials, and the widening baffle and the reinforcing plate are connected into a whole through welding.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202223276940.2U CN218880909U (en) | 2022-12-07 | 2022-12-07 | Slope slide-resistant pile for landslide control |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202223276940.2U CN218880909U (en) | 2022-12-07 | 2022-12-07 | Slope slide-resistant pile for landslide control |
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| Publication Number | Publication Date |
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| CN218880909U true CN218880909U (en) | 2023-04-18 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202223276940.2U Active CN218880909U (en) | 2022-12-07 | 2022-12-07 | Slope slide-resistant pile for landslide control |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN118007679A (en) * | 2024-04-10 | 2024-05-10 | 启东霓辉新材料科技有限公司 | Side slope support U-shaped sheet pile |
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2022
- 2022-12-07 CN CN202223276940.2U patent/CN218880909U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN118007679A (en) * | 2024-04-10 | 2024-05-10 | 启东霓辉新材料科技有限公司 | Side slope support U-shaped sheet pile |
| CN118007679B (en) * | 2024-04-10 | 2024-06-04 | 启东霓辉新材料科技有限公司 | Side slope support U-shaped sheet pile |
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