CN219261067U

CN219261067U - Collapse-preventing field ridge structure

Info

Publication number: CN219261067U
Application number: CN202320805325.1U
Authority: CN
Inventors: 杨敏
Original assignee: Individual
Current assignee: Four Dimensional Vision (Chengdu) Technology Co.,Ltd.
Priority date: 2023-04-12
Filing date: 2023-04-12
Publication date: 2023-06-27
Anticipated expiration: 2033-04-12

Abstract

The utility model relates to the technical field of a field ridge structure and discloses an anti-collapse field ridge structure, which comprises a field ridge main body, wherein a geogrid is arranged in the field ridge main body, supporting piles and baffle plates are arranged on two sides of the field ridge main body, an installation cavity is formed in each supporting pile, conical blocks are arranged in the installation cavity, sliding grooves are formed in the side faces of the conical blocks, inserting rods are connected in the sliding grooves in a sliding manner, inserting rods are arranged in the installation cavity of each supporting pile in a sliding manner, the inserting rods are connected with the inserting rods in sliding manner in the sliding grooves in the side faces of the corresponding conical blocks in a sliding manner, a rotating rod connected with the corresponding conical blocks in a threaded manner is connected in the supporting piles in a sliding manner, after the supporting piles are driven to move downwards through the rotating rods in the soil bodies, the inserting rods are pushed to slide in the sliding grooves and the inserting holes, the outer ends of the supporting piles are inserted into the soil bodies to reinforce the supporting piles, the stability of the supporting piles is improved, and the supporting piles are prevented from being pulled out easily or from inclining.

Description

Collapse-preventing field ridge structure

Technical Field

The utility model relates to the technical field of field ridge structures, in particular to an anti-collapse field ridge structure.

Background

The utility model provides a field ridge, namely the ridge in field for demarcation and retaining, for example chinese patent application No. 202021223157.8, patent document on day 2021, 04 month and 16 days discloses a collapse-proof field ridge structure, including the geogrid of following field ridge length direction and a plurality of ecological bags that are equipped with the soil body of locating on it, ecological bags pile up along field bottom and both sides, the ecological bags of field ridge both sides are to the slope of center pile up and the height is greater than the middle and later stage retaining degree of depth, the soil body has been filled between the ecological bags of field ridge both sides, the both sides of geogrid upwards turn over to cover to the ecological bag on top layer, still include the compaction layer of filling behind the book the geogrid. Through setting up geogrid and adopting ecological bag compaction to strengthen the field bottom, form after the ecological bag of field both sides piles up and enclose fender structure and fill out soil, the ecological bag slope of field both sides piles up and has the altitude mixture control, and field both sides are stable be difficult for collapsing after retaining, and geogrid both sides are upwards turned over and are covered to the ecological bag protection of both sides on the ecological bag of top layer to fill the compaction layer and compress tightly it behind turning over geogrid top, make the field both sides more stable.

The above-mentioned field bank structure still has following defect when using, and foretell field bank structure is when the installation, with the support stake in driving into the soil body after, do not have the equipment that consolidates the support stake, when having external force, the support stake is easily pulled out, perhaps appears the condition of slope.

Therefore, we propose an anti-collapse type ridge structure to solve the above problems.

Disclosure of Invention

Aiming at the defects of the prior art, the utility model provides the collapse-preventing ridge structure, so that the supporting piles of the existing ridge structure are reinforced after being driven into soil, and the supporting piles are not easy to pull out and incline.

In order to achieve the above object, the present utility model provides the following technical solutions: the utility model provides an anti-collapse field bank structure, includes the field bank main part, installs geogrid in the field bank main part, and support stake and baffle are installed to field bank main part both sides, and the installation cavity has been seted up to the support stake inside, is provided with the toper piece in the installation cavity, and the spout has been seted up to the toper piece side, sliding connection has the inserted bar in the spout, and the jack with installation cavity intercommunication has been seted up in the support stake outside, inserted bar and jack sliding connection, run through threaded connection in the support stake has the bull stick, bull stick and toper piece rotate to be connected.

Preferably, limit sliding blocks are fixedly connected to two sides of the geogrid, and limit sliding openings in sliding connection with the limit sliding blocks are formed in one side of the supporting piles.

Preferably, a limiting block which is in sliding connection with the limiting sliding port is fixedly arranged on the outer side of the baffle.

Preferably, the inserting rod and the inserting hole are provided with a plurality of groups.

Preferably, the inserting rod and the supporting piles are pointed.

Compared with the prior art, the utility model has the following beneficial effects:

this kind of anti-collapse field bank structure through set up the toper piece in the installation cavity of supporting pile, sliding connection inserted bar in the spout of toper piece side, inserted bar and jack sliding connection run through threaded connection and toper piece rotation connection's bull stick in the supporting pile, with the supporting pile after driving into the soil body, drive the toper piece through the bull stick that rotates and move down, promote the inserted bar and slide in spout and jack, make its outer end insert in the soil body, consolidate the supporting pile, increase the steadiness of supporting pile, the supporting pile is easily pulled out or the condition that inclines appears when avoiding having external force.

Drawings

FIG. 1 is a schematic view of the overall three-dimensional structure of the present utility model;

FIG. 2 is a schematic view of the overall expanded perspective structure of the present utility model;

FIG. 3 is an enlarged schematic view of the structure of FIG. 2A;

FIG. 4 is a schematic view showing a three-dimensional cross-section of a support pile according to the present utility model;

FIG. 5 is an enlarged schematic view of the structure of FIG. 4B;

fig. 6 is an enlarged schematic view of the structure of fig. 5C.

In the figure: 1. a field ridge body; 2. supporting piles; 3. a baffle; 4. geogrid; 5. a limiting block; 6. a limit sliding block; 7. a rotating rod; 8. limiting sliding ports; 9. a mounting cavity; 10. a conical block; 11. a jack; 12. a chute; 13. and a plunger.

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. 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.

Referring to fig. 1-6, an anti-collapse type sill structure comprises a sill main body 1, wherein a geogrid 4 is installed in the sill main body 1, support piles 2 and baffle plates 3 are installed at two sides of the sill main body 1, the structure is similar to that in the Chinese patent document with the application number 202021223157.8, an installation cavity 9 is formed in the support piles 2, a conical block 10 is arranged in the installation cavity 9, a sliding groove 12 is formed in the side face of the conical block 10, an inserting rod 13 is connected in a sliding manner in the sliding groove 12, an inserting hole 11 communicated with the installation cavity 9 is formed in the outer side of the support piles 2, the inserting rod 13 is connected with the inserting hole 11 in a sliding manner, a rotating rod 7 is connected with the conical block 10 in a penetrating threaded manner in the support piles 2, the diameter of the conical block 10 is gradually reduced from top to bottom after the support piles 2 are driven to be in the soil, the conical block 10 can be pushed to slide in the sliding manner in the sliding groove 12 and the inserting hole 11 through the rotating rod 7, the outer ends of the inserting rod 13 are inserted into the soil, the support piles 2 are reinforced, stability of the support piles 2 is improved, and when the support piles 2 are inclined or external force is avoided.

When the support pile is used, the field ridge structure is installed according to the installation mode in the Chinese patent document with the application number of 202021223157.8, after the lower end of the support pile 2 is driven into a harder soil body, the rotary rod 7 is rotated downwards, the rotary rod 7 can be manually rotated, the rotary rod 7 can be driven by other tools to downwards move, the rotary rod 7 pushes the conical block 10 to downwards move, the inserted rod 13 slides in the sliding groove 12 and the insertion hole 11, the outer end of the inserted rod 13 is inserted into the harder soil body, the support pile 2 is reinforced, the stability of the support pile 2 is improved, and the situation that the support pile 2 is easy to pull out or incline when external force exists is avoided; if the supporting pile 2 needs to be replaced and detached later, the rotating rod 7 moves upwards, the rotating rod 7 drives the conical block 10 to move upwards, the inserting rod 13 slides in the sliding groove 12 and the inserting hole 11, the outer end of the inserting rod 13 is separated from the soil body and slides into the inserting hole 11, and then the supporting pile 2 is pulled out.

As shown in fig. 3 and 5, further, two sides of the geogrid 4 are fixedly connected with a limit sliding block 6, one side of the support pile 2 is provided with a limit sliding port 8 which is in sliding connection with the limit sliding block 6, and the support pile 2 is limited by being connected with the limit sliding block 6 and the limit sliding port 8, so that the inclination condition of the support pile 2 when being driven into a soil body is avoided, and the inclination condition of the support pile 2 when external force is generated after the support pile 2 is installed can be avoided; in the use process, before installation, the limit sliding block 6 and the limit sliding port 8 are in sliding connection in advance.

As shown in fig. 3 and 5, further, the outside of the baffle 3 is fixedly provided with a limiting block 5 slidably connected with the limiting slide opening 8, the limiting block 5 is provided with a plurality of groups, the limiting block 5 and the baffle 3 are integrated, the baffle 3 can be a soft board or a plurality of rotatably spliced hard boards, the baffle 3 is convenient to use in a curved field, the baffle 3 is installed through the connection of the limiting slide opening 8 and the limiting block 5, and in the use process, when the baffle 3 is installed, the sliding baffle 3 moves downwards, so that the limiting block 5 slides into the limiting slide opening 8.

As shown in fig. 6, further, the inserting rods 13 and the inserting holes 11 are provided with a plurality of groups, and after the inserting rods 13 are connected with the soil body, the plurality of inserting rods 13 have better stabilizing effect when reinforcing the supporting piles 2.

As shown in fig. 1, 2 and 6, further, the insert 13 and the support pile 2 are pointed, the bottom of the field is a harder soil body, and the pointed insert 13 and the support pile 2 are convenient to push into the harder soil body.

It will be evident to those skilled in the art that the utility model is not limited to the details of the foregoing illustrative embodiments, and that the present utility model may be embodied in other specific forms without departing from the spirit or essential characteristics thereof. The present embodiments are, therefore, to be considered in all respects as illustrative and not restrictive, the scope of the utility model being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.

Claims

1. The utility model provides a prevent type field bank structure that collapses, including field bank main part (1), install geogrid (4) in field bank main part (1), support stake (2) and baffle (3) are installed to field bank main part (1) both sides, a serial communication port, install chamber (9) have been seted up to support stake (2) inside, be provided with toper piece (10) in install chamber (9), spout (12) have been seted up to toper piece (10) side, sliding connection has inserted bar (13) in spout (12), jack (11) with install chamber (9) intercommunication have been seted up in support stake (2) outside, inserted bar (13) and jack (11) sliding connection, run through threaded connection in support stake (2) has bull stick (7), bull stick (7) are connected with toper piece (10) rotation.

2. The anti-collapse field sill structure according to claim 1, wherein limiting sliding blocks (6) are fixedly connected to two sides of the geogrid (4), and limiting sliding openings (8) which are in sliding connection with the limiting sliding blocks (6) are formed in one side of the supporting piles (2).

3. The anti-collapse type field ridge structure according to claim 2, wherein a limiting block (5) which is in sliding connection with the limiting sliding port (8) is fixedly arranged on the outer side of the baffle plate (3).

4. A collapse-preventing ridge structure according to claim 1, 2 or 3, wherein the insert rod (13) and the insert hole (11) are provided with a plurality of groups.

5. A collapse-preventing ridge structure according to claim 1, 2 or 3, wherein the insert rod (13) and the support pile (2) are pointed.

6. The anti-collapse type field ridge structure according to claim 4, wherein the insert rod (13) and the supporting piles (2) are pointed.