CN215593884U - Slide box for laying river channel gabion cage - Google Patents
Slide box for laying river channel gabion cage Download PDFInfo
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- CN215593884U CN215593884U CN202120714344.4U CN202120714344U CN215593884U CN 215593884 U CN215593884 U CN 215593884U CN 202120714344 U CN202120714344 U CN 202120714344U CN 215593884 U CN215593884 U CN 215593884U
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- gabion
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Abstract
The utility model particularly relates to a slide plate box for building a channel gabion cage, belongs to the technical field of channel embankment reinforcing equipment, and aims to solve the problem of providing a slide plate box for building a channel gabion cage, which adopts the following scheme: the four connecting vertical rods are arranged at four top corners of the gabion cage; a plate-shaped retaining wall is arranged between two adjacent connecting vertical rods of the gabion which is not built on the outer side, and two sides of the plate-shaped retaining wall are in sliding connection with the connecting vertical rods on the corresponding sides; a grid-shaped retaining wall is arranged between two adjacent connecting vertical rods of the outside built gabion, and two sides of the grid-shaped retaining wall are in sliding connection with the connecting vertical rods on the corresponding sides; the four connecting vertical rods, the plurality of plate-shaped retaining walls and the plurality of grid-shaped retaining walls are enclosed to form a square gabion cage building sliding plate box; the utility model avoids the impact of stones to influence the deformation and damage of the metal net and improves the effect of the gabion cage for gathering the stones.
Description
Technical Field
The utility model belongs to the technical field of riverway dike-edge reinforcing equipment, and particularly relates to a sliding plate box for building a riverway gabion cage.
Background
The gabion cage is increasingly applied to river regulation in China, and is mainly applied to bank slope lining protection, retaining wall, spur dike, weir body, submerged dam and other protection and retaining projects of rivers, dams and sea ponds. The gabion cage is laid on the river bed, can control and guide the river, has the function of preventing flood, and prevents water from scouring the river bank to damage the river bank. The sludge deposited in the gabion cage can be used for planting green vegetation, and has the functions of water and soil conservation and ecological restoration. The gabion cage is formed by filling stones in a metal mesh, and metal meshes are filled by workers or machines after the metal mesh is fixedly installed in the concrete building process. But when the stone was filled, because the stone quality is big, the impact force of stone can arouse the metal mesh to warp, leads to the river course bank protection appearance of building by laying bricks or stones neat pleasing to the eye inadequately, is unfavorable for completing acceptance, and when the stone impacted seriously, the metal mesh can be pounded apart to the stone, loses the purpose that the gabion cage folded in the stone.
SUMMERY OF THE UTILITY MODEL
The utility model overcomes the defects in the prior art, and provides the sliding plate box for building the gabion cage of the river channel.
In order to solve the technical problems, the utility model adopts the technical scheme that: the utility model provides a river channel gabion cage builds by laying bricks or stones and uses slide case, includes:
the device comprises four connecting vertical rods, wherein the four connecting vertical rods are arranged at four top corners of the gabion cage, the gabion cage is placed at a position where a stone block is to be built, and then the connecting vertical rods stand at the four top corners inside the gabion cage;
the plate-shaped retaining wall is arranged between two adjacent vertical connecting rods of the gabion outside without building a gabion, two sides of the plate-shaped retaining wall are in sliding connection with the vertical connecting rods on the corresponding sides, the plate-shaped retaining wall can slide up and down in a reciprocating mode relative to the vertical connecting rods, and the plate-shaped retaining wall is installed downwards and lifted upwards through the relative movement of the plate-shaped retaining wall and the vertical connecting rods, so that the plate-shaped retaining wall is convenient to install and disassemble;
the grid-shaped retaining wall is arranged between two adjacent connecting vertical rods of the built gabion outside, two sides of the grid-shaped retaining wall are in sliding connection with the connecting vertical rods on the corresponding sides, and the grid-shaped retaining wall can be in reciprocating sliding up and down relative to the connecting vertical rods;
four connect montant and a plurality of platelike barricade, a plurality of the bars form barricade encloses and closes to form squarely the check guest cage is built by laying bricks or stones and is used the slide board case.
The retaining wall that will receive the stone impact divide into bars form retaining wall and platelike retaining wall, the platelike retaining wall is placed to the position that gabion was not built by laying bricks in the outside, platelike retaining wall tolerance is strong, great bearing capacity has, bars form retaining wall is placed to the position that gabion had been built by laying bricks in the outside, the bearing capacity and the bars form retaining wall combination of gabion self that the outside has been built by laying bricks or stones, an impact for supporting the stone, satisfy the operation requirement, bars form retaining wall dismantles easily relatively, build by laying bricks or stones the completion back, extrusion force between two gabion gabions is great, adopt bars form retaining wall not only convenient the dismantlement, and save the material that the slide case was assembled.
The fence-like retaining wall comprises: support horizontal pole and shelves pole, support the both ends of horizontal pole and corresponding side connect montant sliding connection, it runs through to be provided with a plurality ofly side by side on the horizontal pole to support the jack of horizontal pole, and is a plurality of the vertical setting of jack axial, all install in the jack shelves pole, the shelves pole can be relative the jack is reciprocal from top to bottom and is slided, inserts the shelves pole in the jack, installs the bars barricade, after finishing using, directly takes the shelves pole out the jack, facilitates the use.
The connecting vertical rod comprises: the core rod is coaxially sleeved inside the outer protective sleeve, a gap exists between the core rod and the inner wall of the outer protective sleeve, the lower end of the core rod is fixed with the outer protective sleeve, the outer protective sleeve is provided with two vertically arranged through strip holes, an included angle formed between the two through strip holes and a horizontal connecting line of the axis of the outer protective sleeve is a right angle, and the through strip holes are communicated with the core rod and the outer protective sleeve in a gap mode. The outer protective sleeve is arranged outside the core rod, so that the strength of the connecting vertical rod is improved, the retaining wall can conveniently slide up and down relative to the core rod, the block is prevented from being extruded on the sliding track of the retaining wall relative to the core rod, the retaining wall is prevented from being disassembled, and the convenience of disassembling the block after masonry is finished is improved.
The upper portion both sides of platelike barricade all are provided with: the novel core rod comprises a sleeve A and a connecting plate A, one end of the connecting plate A is fixed with the platy retaining wall, the other end of the connecting plate A is vertically arranged in the axial direction, the sleeve A can be sleeved on the core rod, the sleeve A can be opposite to the core rod, the core rod can slide up and down in a reciprocating mode in a gap between the core rod and the outer protective sleeve, the connecting plate A can penetrate through the through hole, and the connecting plate A can be opposite to the through hole and slide up and down in a reciprocating mode.
The both ends of supporting the horizontal pole all are provided with: the sleeve B can be sleeved on the core rod, the sleeve B can slide up and down in a reciprocating mode relative to a gap between the core rod and the outer protective sleeve, the connecting plate B can penetrate through the through bar hole, and the connecting plate B can slide up and down in a reciprocating mode relative to the through bar hole.
The section of the plate-shaped retaining wall is of a conical structure with a wide upper part and a narrow lower part. Under the condition of not influencing bearing capacity intensity, the plate-shaped retaining wall is convenient to pull out and disassemble.
The stop rod is a tapered rod with a large upper part and a small lower part, and when the building of the stone is completed, the stop rod can be conveniently pulled out.
The upper end of platelike barricade is fixed with the braces, the braces is used for pulling platelike barricade is relative connect the montant rebound to after building by laying bricks or stones the platelike barricade on the slide case is demolishd.
The lower end of the connecting vertical rod is of a conical structure, so that the connecting vertical rod is convenient to position.
Compared with the prior art, the utility model has the following beneficial effects.
The utility model relates to a square sliding box which is formed by enclosing four connecting vertical rods, a plurality of plate-shaped retaining walls and a plurality of grid-shaped retaining walls and used for building a gabion cage, wherein the sliding box special for building the riverway gabion cage is installed according to the situation according to the built situation around the gabion cage, so that the deformation and damage of a metal net caused by the impact of stones are avoided, and the effect of drawing the stones in the gabion cage is improved
The retaining wall capable of receiving the impact of the stones is divided into the grid-shaped retaining wall and the plate-shaped retaining wall, the plate-shaped retaining wall is placed at the position where the gabion is not built on the outer side, the plate-shaped retaining wall is strong in tolerance and has large bearing capacity, the grid-shaped retaining wall is placed at the position where the gabion is built on the outer side, the bearing capacity of the gabion built on the outer side is combined with the grid-shaped retaining wall, the grid-shaped retaining wall is used for supporting the impact of the stones, the use requirement is met, the grid-shaped retaining wall is relatively easy to disassemble, after the building is completed, the extrusion force between the two gabions is large, the grid-shaped retaining wall is adopted, the disassembling is convenient, and materials assembled by the slide plate box are saved.
And thirdly, the blocking rod is inserted into the insertion hole of the supporting cross rod by the grid-shaped retaining wall, and after the grid-shaped retaining wall is used, the blocking rod is directly pulled out of the insertion hole, so that the grid-shaped retaining wall is convenient to use.
The connecting vertical rod comprises the core rod and the outer protective sleeve, so that the phenomenon that the block is extruded on the sliding track of the retaining wall relative to the core rod to influence the disassembly of the retaining wall is avoided, and the convenience of disassembly after the block is built is improved.
And fifthly, the cross section and the blocking rod of the plate-shaped retaining wall are in inverted cone structures, so that the disassembly and the reutilization of the slide box after the gabion is built are facilitated under the condition that the strength requirement is met.
Drawings
The utility model is further described below with reference to the accompanying drawings.
FIG. 1 is a top view of the slipcase for laying a gabion of the utility model.
FIG. 2 is a front view of the slide plate box for laying the riverway gabion cage.
Fig. 3 is a front view of the plate-shaped retaining wall of the present invention.
FIG. 4 is a sectional view taken along the direction A-A of the present invention.
Fig. 5 is a front view of the grid-like retaining wall of the present invention.
Figure 6 is a top view of the support rail of the present invention,
FIG. 7 is a sectional view taken along the direction B-B of the present invention.
In the figure: the device comprises a connecting vertical rod 1, a plate-shaped retaining wall 2, a lifting bar 3, a stop rod 4, a grid-shaped retaining wall 5, a sleeve A6, a connecting plate A7, a sleeve B8, a connecting plate B9, a jack 10, a core rod 11, an outer sheath pipe 12, a through strip hole 13 and a supporting transverse rod 14.
Detailed Description
The following is a further description with reference to specific examples.
The utility model provides a river channel gabion cage builds by laying bricks or stones and uses slide case, includes:
the building block is characterized by comprising four connecting vertical rods 1, wherein the four connecting vertical rods 1 are arranged at four top corners of the gabion cage, the gabion cage is placed at a position where a stone block is to be built, and then the connecting vertical rods 1 are erected at the four top corners inside the gabion cage;
the plate-shaped retaining wall 2 is arranged between two adjacent vertical connecting rods 1 of the gabion outside which is not built with the gabion, two sides of the plate-shaped retaining wall 2 are connected with the vertical connecting rods 1 on the corresponding sides in a sliding mode, the plate-shaped retaining wall 2 can slide up and down in a reciprocating mode relative to the vertical connecting rods 1, the plate-shaped retaining wall 2 is installed downwards and lifted upwards through the relative movement of the plate-shaped retaining wall 2 and the vertical connecting rods 1, and the plate-shaped retaining wall 2 is convenient to install and disassemble;
a grid-shaped retaining wall 5 is arranged between two adjacent connecting vertical rods 1 of the gabion built on the outer side of the grid-shaped retaining wall 5, two sides of the grid-shaped retaining wall 5 are slidably connected with the connecting vertical rods 1 on the corresponding sides, and the grid-shaped retaining wall 5 can slide up and down in a reciprocating manner relative to the connecting vertical rods 1;
four connect montant 1 and a plurality of platelike barricade 2, a plurality of bars form barricade 5 encloses to close and closes to form squarely the gabion cage is built by laying bricks or stones and is used the slide case.
The fence-like retaining wall 5 includes: support horizontal pole 14 and shelves pole 4, support the both ends of horizontal pole 14 and the corresponding side connect 1 sliding connection of montant, it runs through to be provided with a plurality of side by side on the horizontal pole 14 to support the jack 10 of horizontal pole 14, it is a plurality of the vertical setting of jack 10 axial, all install in the jack 10 shelves pole 4, shelves pole 4 can be relative the reciprocal slip from top to bottom of jack 10 inserts shelves pole 4 in jack 10, installs bars barricade 5 directly takes out shelves pole 4 from jack 10 after finishing using, facilitates the use.
The connecting vertical rod 1 comprises: the core rod 11 is coaxially sleeved inside the outer protective sleeve 12, a gap exists between the core rod 11 and the inner wall of the outer protective sleeve 12, the lower end of the core rod 11 is fixed with the outer protective sleeve 12, the outer protective sleeve 12 is provided with two vertically-arranged through strip holes 13, the connecting line included angle between the two through strip holes 13 and the axis of the outer protective sleeve 12 is a right angle, and the through strip holes 13 are communicated with the core rod 11 and the outer protective sleeve 12 in a gap mode. The outer protective sleeve 12 is arranged outside the core rod 11, so that the strength of the connecting vertical rod 1 is improved, the retaining wall can conveniently slide up and down relative to the core rod 11, the phenomenon that the block is extruded on the sliding track of the retaining wall relative to the core rod 11 to influence the detachment of the retaining wall is avoided, and the convenience of detaching the block after the block is built is improved.
The upper portion both sides of platelike barricade 2 all are provided with: the retaining wall comprises a sleeve A6 and a connecting plate A7, one end of the connecting plate A7 is fixed with the plate-shaped retaining wall 2, the other end of the connecting plate A7 is fixed with the sleeve A6 which is vertically arranged in the axial direction, the sleeve A6 can be sleeved on the core rod 11, the sleeve A6 can slide up and down in a reciprocating manner relative to the core rod 11 in a gap between the core rod 11 and the outer protective sleeve 12, the connecting plate A7 can penetrate through the through bar hole 13, and the connecting plate A7 can slide up and down in a reciprocating manner relative to the through bar hole 13.
The two ends of the supporting cross rod 14 are provided with: one end of the connecting plate B9 is fixed to the end of the support cross bar 14, the other end of the connecting plate B9 is fixed to the sleeve B8 which is vertically arranged in the axial direction, the sleeve B8 can be sleeved on the core rod 11, the sleeve B8 can slide up and down in a reciprocating manner relative to the core rod 11 in a gap between the core rod 11 and the outer protective sleeve 12, the connecting plate B9 can penetrate through the through bar hole 13, and the connecting plate B9 can slide up and down in a reciprocating manner relative to the through bar hole 13.
The cross section of the plate-shaped retaining wall 2 is of a conical structure with a wide upper part and a narrow lower part. The plate-shaped retaining wall 2 is convenient to pull out and disassemble without influencing the strength of bearing capacity.
The stop rod 4 is a tapered rod with a large upper part and a small lower part, and when the building of the stone is completed, the stop rod 4 can be conveniently drawn out.
The upper end of platelike barricade 2 is fixed with brace 3, brace 3 is used for the pulling platelike barricade 2 is relative connect montant 1 to move upwards to after building by laying bricks or stones the completion on the slide case platelike barricade 2 demolish.
The lower end of the connecting vertical rod 1 is of a conical structure, so that the connecting vertical rod 1 is convenient to position.
The using method comprises the following steps: firstly, placing a gabion cage at the position of a block to be built, then standing a connecting vertical rod 1 at four vertex angles inside the gabion cage, installing a grid-shaped retaining wall 5 and a plate-shaped retaining wall 2 according to the situation that the surrounding gabion cage is built with the block, sleeving a sleeve A6 and a sleeve B8 on a core rod 11, vertically arranging a sleeve A6 and a sleeve B8 at the same vertex angle, sleeving the same core rod 11, keeping a supporting cross rod 14 horizontal and the upper edge of the plate-shaped retaining wall 2 horizontal, then stacking the block in a sliding plate box, after stacking is completed, arranging a blocking rod 4 of the grid-shaped retaining wall 5, detaching the supporting cross rod 14 and the grid-shaped retaining wall 5, and then recycling.
The above embodiments are merely illustrative of the principles of the present invention and its effects, and do not limit the present invention. It will be apparent to those skilled in the art that modifications and improvements can be made to the above-described embodiments without departing from the spirit and scope of the utility model. Accordingly, it is intended that all equivalent modifications or changes be made by those skilled in the art without departing from the spirit and technical spirit of the present invention, and be covered by the claims of the present invention.
Claims (9)
1. The utility model provides a river channel gabion cage builds by laying bricks or stones and uses slide case which characterized in that includes:
the device comprises four connecting vertical rods (1), wherein the four connecting vertical rods (1) are arranged at four top corners of the gabion cage;
the outer side of the plate-shaped retaining wall (2) is not built with gabion gabions, the plate-shaped retaining wall (2) is arranged between every two adjacent connecting vertical rods (1), two sides of the plate-shaped retaining wall (2) are in sliding connection with the connecting vertical rods (1) on the corresponding sides, and the plate-shaped retaining wall (2) can slide up and down in a reciprocating mode relative to the connecting vertical rods (1);
the grid-shaped retaining wall (5) is arranged between two adjacent connecting vertical rods (1) of the gabion built on the outer side, the grid-shaped retaining wall (5) is arranged between the two adjacent connecting vertical rods (1), two sides of the grid-shaped retaining wall (5) are in sliding connection with the connecting vertical rods (1) on the corresponding sides, and the grid-shaped retaining wall (5) can slide up and down in a reciprocating mode relative to the connecting vertical rods (1);
four connect montant (1) and a plurality of platelike barricade (2), a plurality of bars form barricade (5) enclose to close and form squarely the gabion cage is built by laying bricks or stones and is used the slide board case.
2. A slide plate box for laying a gabion in a river channel according to claim 1, wherein said grid-like retaining wall (5) comprises: support horizontal pole (14) and shelves pole (4), support the both ends and the corresponding side of horizontal pole (14) connect montant (1) sliding connection, it runs through to be provided with a plurality ofly side by side on support horizontal pole (14) support jack (10) of horizontal pole (14), and is a plurality of jack (10) axial vertical setting, all install in jack (10) shelves pole (4), shelves pole (4) can be relative jack (10) up-and-down reciprocating sliding.
3. The slide plate box for laying of riverway gabion cages as claimed in claim 2, wherein the connecting vertical rod (1) comprises: the novel steel wire rope comprises a core bar (11), an outer protective sleeve (12) and a through strip hole (13), wherein the core bar (11) is coaxially sleeved inside the outer protective sleeve (12), a gap exists between the core bar (11) and the inner wall of the outer protective sleeve (12), the lower end of the core bar (11) is fixed with the outer protective sleeve (12), two vertical through strip holes (13) are formed in the outer protective sleeve (12), two connecting line included angles of the through strip holes (13) and the axis of the outer protective sleeve (12) are right angles, and the through strip hole (13) is communicated with the core bar (11) and the gap between the outer protective sleeve (12).
4. The slide plate box for the channel gabion cage masonry according to claim 3, wherein both sides of the upper part of the plate-shaped retaining wall (2) are provided with: sleeve A (6) and connecting plate A (7), the one end of connecting plate A (7) with platelike barricade (2) are fixed, the other end and the vertical setting of axial of connecting plate A (7) sleeve A (6) are fixed, sleeve A (6) can overlap and locate on core bar (11), just sleeve A (6) can be relative core bar (11) are in core bar (11) with reciprocal slip from top to bottom in the clearance between outer protecting pipe (12), connecting plate A (7) can run through a hole (13), just connecting plate A (7) can be relative reciprocal slip from top to bottom runs through a hole (13).
5. The slide plate box for the channel gabion cage masonry according to claim 4, wherein both ends of the support cross bar (14) are provided with: sleeve B (8) and connecting plate B (9), the one end of connecting plate B (9) with the tip of supporting horizontal pole (14) is fixed, the other end and the axial vertical setting of connecting plate B (9) sleeve B (8) are fixed, sleeve B (8) can be located on core bar (11), just sleeve B (8) can be relative core bar (11) are in core bar (11) with reciprocal slip from top to bottom in the clearance between outer protective sleeve (12), connecting plate B (9) can run through a hole (13), just connecting plate B (9) can be relative run through a hole (13) reciprocal slip from top to bottom.
6. The slide plate box for laying a riverway gabion cage according to claim 1 or 5, wherein the cross section of the plate-shaped retaining wall (2) is in a tapered structure with a wide top and a narrow bottom.
7. The slide plate box for building the channel gabion cage according to claim 2, wherein the stop rod (4) is a tapered rod with a large top and a small bottom.
8. The slide board box for laying the riverway gabion cage is characterized in that a pulling strip (3) is fixed at the upper end of the plate-shaped retaining wall (2), and the pulling strip (3) is used for pulling the plate-shaped retaining wall (2) to move upwards relative to the connecting vertical rods (1).
9. The slide board box for the channel gabion cage masonry according to claim 8, wherein the lower ends of the connecting vertical rods (1) are in a tapered structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120714344.4U CN215593884U (en) | 2021-04-08 | 2021-04-08 | Slide box for laying river channel gabion cage |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120714344.4U CN215593884U (en) | 2021-04-08 | 2021-04-08 | Slide box for laying river channel gabion cage |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN215593884U true CN215593884U (en) | 2022-01-21 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202120714344.4U Active CN215593884U (en) | 2021-04-08 | 2021-04-08 | Slide box for laying river channel gabion cage |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN215593884U (en) |
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2021
- 2021-04-08 CN CN202120714344.4U patent/CN215593884U/en active Active
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