CN113463669A

CN113463669A - Tire wall and construction method thereof

Info

Publication number: CN113463669A
Application number: CN202110933548.1A
Authority: CN
Inventors: 苏文章; 吴燕泉; 郑俊雄; 郭朝旭
Original assignee: Xiamen Zhongjian Northeast Designing Institute Co ltd
Current assignee: Xiamen Zhongjian Northeast Designing Institute Co ltd
Priority date: 2021-08-14
Filing date: 2021-08-14
Publication date: 2021-10-01

Abstract

The application discloses a tire wall and a construction method thereof, relates to the technical field of tire walls, and solves the problem that the tire wall occupies a larger space; the inside of the tire is filled with sandy soil; a connecting buckle is arranged between two adjacent tires on the same layer; and the fixed frame is provided with an anchor rod which is nailed in the slope body. The application can reduce the required space that occupies of tire wall to a great extent, can satisfy the functional requirement that the tire wall absorbs the energy dissipation again.

Description

Tire wall and construction method thereof

Technical Field

The application relates to the technical field of tire walls, in particular to a tire wall and a construction method thereof.

Background

Outdoor shooting training grounds are often set under the feet of hillside slopes. When the soil body of the hillside is soft and the bullet can be shot into the soil body and can be left in the soil body, the slope surface can be simply greened. When the hillside is harder rock-soil mass, bullet shooting can be rebounded by the rock-soil mass, and safety accidents are easily caused.

Therefore, the sand filled in the tire is generally used as a surface layer to be arranged in the shooting range in front of the slope. The height of the shot range is typically up to 10 meters. However, the tire tread wall itself needs a large filling space to satisfy a large slope ratio when it is kept in a stable state, so that the tire tread is stabilized within a height range, and thus, the space required by the entire tire tread wall is greatly increased.

Disclosure of Invention

In order to reduce the occupied space of the tire wall, the application provides the tire wall and a construction method thereof.

In a first aspect, the present application provides a tire wall, which adopts the following technical scheme:

a tire wall comprises a fixed frame fixed on an inclined slope body and a plurality of layers of tires stacked along the inclined direction of the fixed frame; the inside of the tire is filled with sandy soil; a connecting buckle is arranged between two adjacent tires on the same layer; and the fixed frame is provided with an anchor rod which is nailed in the slope body.

By adopting the technical scheme, the fixed frame is fixed on the slope body through the anchor rod, the stability of the slope body is kept, and then the tire leans against the fixed frame to be stacked on the tire wall; therefore, the space occupied by the tire wall can be effectively reduced, and the functional requirement of absorbing and dissipating energy of the tire wall can be met.

Optionally, the fixed frame includes the crossbeam of encorbelmenting and strains the roof beam, strain the roof beam and set up along the slope body, the crossbeam of encorbelmenting sets up along straining roof beam length direction interval, and the crossbeam level setting of encorbelmenting is used for supporting the tire.

Through adopting above-mentioned technical scheme, the setting of the crossbeam of encorbelmenting can support the tire layering that piles up, reduces the tire because of piling up too high, and the tire atress is too big, takes place the deformation of great degree, causes the condition of collapsing.

Optionally, the tire is provided with at least one row along overhanging crossbeam length direction in one side that the crossbeam of encorbelmenting kept away from the slope body, and the tire on all the other layers is provided with at least two rows along slope body length direction side by side.

Through adopting above-mentioned technical scheme, pile the tire in cantilever crossbeam front side, reduce the direct and cantilever crossbeam collision of shooter.

Optionally, a base is arranged at the bottom of the fixed frame, and the tire at the bottommost layer is laid on the base.

Through adopting above-mentioned technical scheme, the setting of base for the tire that piles up can be in more stable state.

Optionally, a drainage ditch is formed in the ground on one side, away from the slope body, of the base.

Through adopting above-mentioned technical scheme, the slope bottom sets up the escape canal, reduces bottom ponding to reduce the condition that the tire bottom takes place to collapse.

Optionally, a catch basin is arranged at the top of the fixed frame.

Through adopting above-mentioned technical scheme, the setting up of intercepting ditch can reduce rivers and to the washing away of the inside sand and soil of tire.

Optionally, the connecting buckle comprises a connecting plate and connecting columns arranged on two sides of the connecting plate; the two connecting columns are respectively inserted on the two adjacent tires.

Through adopting above-mentioned technical scheme, the spliced pole is inserted respectively and is located adjacent two tires for connect stably between adjacent two tires.

Optionally, one end of the connecting column, which is far away from the connecting plate, is provided with a barb portion which can be abutted against the inner wall of the tire.

Through adopting above-mentioned technical scheme, the setting of barb portion for the spliced pole is difficult for breaking away from the tire, thereby makes to be connected more stably between two adjacent tires.

Optionally, the connecting buckle comprises a connecting plate and connecting columns arranged on two sides of the connecting plate; the two connecting columns are respectively hinged at the end parts of the connecting plates.

Through adopting above-mentioned technical scheme, when taking place great degree dislocation between two adjacent tires, take place to rotate between spliced pole and the connecting plate to make the spliced pole difficult with the connecting plate disconnection, and then keep the connection of two adjacent tires stable.

In a second aspect, the present application provides a method for constructing a tire wall, which adopts the following technical scheme:

a method of constructing a tire wall, comprising the steps of:

the method comprises the following steps: carrying out anchor rod construction in a layered and segmented manner;

step two: constructing a girder and an overhanging beam in sections;

step three: placing tires in a layered mode, connecting the tires through fastening pieces, and filling sand into the tires to be compact;

step four: and constructing the slope top intercepting ditch and the slope bottom drainage ditch.

By adopting the technical scheme, anchor rods are installed on the slope body in a layered mode, a fixed frame is built and connected and fixed with the anchor rods, tires are stacked, and sand filling and compacting are carried out; finally, a drainage ditch is excavated, and a catch ditch is built; thus completing the construction of the whole tire wall.

In summary, the present application includes at least one of the following benefits:

1. the fixed frame is fixed on the slope body through the anchor rod, and then the tire leans against the fixed frame to be stacked on a tire wall; therefore, the space occupied by the tire wall can be effectively reduced, and the functional requirements of absorbing and dissipating energy of the tire wall can be met;

2. due to the arrangement of the cantilever beam, stacked tires can be supported in a layered mode, and the condition of tire collapse is reduced;

3. when a large degree of dislocation occurs between two adjacent tires, the connecting column and the connecting plate rotate and are not easy to break, and the connection stability of the two adjacent tires is further kept.

Drawings

FIG. 1 is a general schematic view of a first embodiment;

FIG. 2 is a schematic view of the laying of two rows of tires on the same layer side by side in the first embodiment;

FIG. 3 is a schematic view of a stack of two adjacent layers of tires according to one embodiment;

FIG. 4 is a cross-sectional view of a connector link according to the first embodiment;

FIG. 5 is a schematic view showing two rows of tires arranged side by side on the same layer in the second embodiment;

fig. 6 is a sectional view of the connection buckle according to the third embodiment.

Description of reference numerals: 1. a fixed frame; 11. tightening the beam; 12. a cantilever beam; 2. a tire; 3. an anchor rod; 4. a base; 5. intercepting a ditch; 6. a drainage ditch; 7. a connecting buckle; 71. a connecting plate; 72. connecting columns; 73. a barb portion; 8. a slope body.

Detailed Description

The present application is described in further detail below with reference to the attached drawings.

The first embodiment is as follows:

the embodiment of the application discloses tire wall. Referring to fig. 1, the tire wall includes a fixed frame 1 constructed along an inclined slope 8, and tires 2 stacked on the fixed frame 1 at a side away from the slope 8. The stacked tires 2 are filled with sand. One side of the fixed frame 1 is connected with an anchor rod 3 inserted in the slope body 8.

Referring to fig. 1, the fixed frame 1 includes a girder 11 and an overhanging beam 12. The fixed frame 1 is formed by pouring reinforced concrete. The anchor rod 3 is nailed inside the slope body 8 and fixed through concrete pouring. The anchor rods 3 are arranged at intervals along the inclined direction of the slope body 8. And, the one end of stock 3 extends to in fixed frame 1, pours fixed connection. The tightening beams 11 are arranged along the inclined direction of the slope body 8, and a plurality of tightening beams 11 are arranged and evenly distributed at intervals along the length direction of the slope body 8. The cantilever beams 12 are arranged along the length direction of the tightening beam 11 at even intervals, and the cantilever beams 12 are horizontally arranged and extend towards one side far away from the slope body 8. In other embodiments, the joists 11 can be replaced by an integral wall plate, the cantilever beams 12 are arranged on the integral wall plate at intervals along the inclination direction of the slope body, and the wall plate is provided with water seepage holes at intervals communicated with the slope body 8.

Referring to fig. 1, a base 4 is integrally connected to a side of the bottom of the fixed frame 1 away from the slope 8 for supporting the stacked tires 2. A drainage ditch 6 is dug on the side of the base 4 far away from the bottom of the slope body 8 so as to keep the support of the bottom of the base stable. A catch basin 5 is built at the top of the slope body 8 and at the upper end of the fixed frame 1 so as to reduce the washing of water flow at the top of the slope body 8 to the tire 2 and sand inside the tire.

Referring to fig. 1 and 2, a tire 2 is stacked on a base 4. One row of tires 2 are placed on one side, far away from the slope body 8, of the cantilever beam 12, and two rows of tires 2 are laid side by side on the tires 2 on the rest layers along the length direction of the slope body 8. The cantilever beam 12 is thinner than the tire 2. Between two rows of tires 2 laid side by side on the same layer, the two rows of tires 2 are arranged end to end in order.

Referring to fig. 1 and 3, the upper and lower layers of tires 2 are sequentially stacked in a staggered manner along the inclined direction of the slope body 8; moreover, the adjacent two tires 2 on the upper layer and the lower layer do not generate dislocation along the length direction of the slope body 8. This reduces the leakage of sand from between the tires 2 during the sand-filling process. In other embodiments, two adjacent tires 2 on the upper layer and the lower layer are arranged along the length direction of the slope body 8 in a staggered manner, so that the stability between the layers can be further improved.

Referring to fig. 3 and 4, two adjacent tires 2 on the same layer are connected by a connecting buckle 7. The connecting buckle 7 comprises a connecting plate 71 and a connecting column 72. The connecting column 72 is provided with two connecting columns and distributed at two ends of the connecting plate 71 in the length direction. The connecting column 72 is integrally connected to the bottom of the connecting plate 71, and one end of the connecting column, which is far away from the connecting plate 71, is integrally connected with a barb part 73 with a pointed cone structure. The cross-sectional diameter of the connecting column 72 gradually decreases from the connecting plate 71 toward the barb 73. In this way, after the barb portions 73 are inserted into the sidewall of the tire 2, the barb portions 73 can be more stably inverted on the inner wall of the tire 2.

The principle of implementing of tire wall in this application embodiment one does:

the fixed frame 1 supports the tire 2 by the cantilever beam 12, and the fixed frame 1 is reinforced by the anchor rods 3. Two adjacent tires 2 on the same layer are connected through a connecting buckle 7, filled with sand grains and stacked on one side of the fixed frame 1 from bottom to top. So, can be so that in less space, pile up tire 2 stably on comparatively inclined slope body 8, reduce the occupation space of tire wall, can satisfy the functional requirement that the tire wall absorbed the energy dissipation again.

Example two:

referring to fig. 5, the present embodiment is different from the first embodiment in that two rows of tires 2 are arranged side by side on the same layer, and the two rows of tires 2 are arranged in a staggered manner. That is, each of the other tires 2 except for the tires 2 at the front and rear ends is interconnected with the four tires 2 on the circumferential side thereof. Further reducing the space occupied by laying two rows of tyres 2 side by side.

The implementation principle of the tire wall in the second embodiment of the application is as follows:

the fixed frame 1 supports the tire 2 by the cantilever beam 12, and reinforces the fixed frame 1 and the slope 8 by the anchor rods 3. Two adjacent tires 2 on the same layer are connected through a connecting buckle 7, and two rows of tires 2 on the same layer are arranged in a staggered mode, filled with sand grains and stacked on one side of the fixed frame 1 from bottom to top. Therefore, the occupied space of the tire wall can be effectively reduced.

Example three:

referring to fig. 6, the present embodiment is different from the first embodiment in that the connecting buckle 7 includes a connecting plate 71 and a connecting post 72. Two connecting columns 72 are provided and are hinged to two ends of the connecting plate 71 respectively. Moreover, when the connecting column 72 is perpendicular to the connecting plate 71, the upper end of the connecting column 72 abuts against the bottom of the connecting plate 71, so that in the process of inserting the connecting column 72 into the tire 2, one end of the connecting column 72, which is far away from the barb portion 73, can abut against the connecting plate 71, force is transmitted to the connecting plate 71, and the connecting buckle 7 is convenient to mount. In the process of stacking the tires 2, the connecting columns 72 are hinged to the ends of the connecting plates 71, so that when the tires 2 are staggered, the connecting columns 72 cannot be easily disconnected from the connecting plates 71, and the connection stability between the tires 2 is improved.

The third tire wall implementation principle of the embodiment of the application is as follows:

the fixed frame 1 supports the tire 2 through the cantilever beam 12, and the anchor rod 3 reinforces the fixed frame 1 and the slope body 8. Two adjacent tires 2 on the same layer are connected through a connecting buckle 7 and filled with sand grains, and the tires 2 are stacked on one side of the fixed frame 1 from bottom to top. Therefore, the occupied space of the tire wall can be effectively reduced.

The embodiment of the application also discloses a construction method of the tire wall.

Referring to fig. 1, the method includes the following steps:

the method comprises the following steps: leveling the slope surface, drilling the slope surface, installing an anchor rod 3, and grouting and pouring; the anchor rods 3 are installed in a layered and sectional mode;

step two: a fixed frame 1 is built by using steel bars, and one end of an anchor rod 3 is fixedly bound with the steel bars; the frame 1 is fixed through concrete pouring, and layered construction is carried out; the base 4 and the frame are integrally poured;

step three: the tires 2 are placed in layers and are fixedly connected through the connecting buckles 7, and sandy soil is filled in the tires;

step four: and (5) excavating a slope bottom drainage ditch 6 and constructing a cut-off ditch 5 of the slope top.

The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.

Claims

1. A tire wall, characterized by: comprises a fixed frame (1) fixed on an inclined slope body (8) and a plurality of layers of tires (2) stacked along the inclined direction of the fixed frame (1); the inside of the tire (2) is filled with sandy soil; a connecting buckle (7) is arranged between two adjacent tires (2) on the same layer; the fixed frame (1) is provided with an anchor rod (3) which is nailed in the slope body (8).

2. A tire wall according to claim 1, wherein: fixed frame (1) is including encorbelmenting crossbeam (12) and tightening roof beam (11), tighten roof beam (11) and set up along slope body (8), encorbelmenting crossbeam (12) and setting up along tightening roof beam (11) length direction interval, and encorbelmenting crossbeam (12) level setting is used for supporting tire (2).

3. A tire wall according to claim 2, wherein: the tire (2) is provided with at least one row along overhanging crossbeam (12) length direction in one side that the slope body (8) was kept away from in overhanging crossbeam (12), and the tire (2) of all the other layers is provided with at least two rows along slope body (8) length direction side by side.

4. A tire wall according to claim 1, wherein: the bottom of the fixed frame (1) is provided with a base (4), and the tire (2) at the bottommost layer is laid on the base (4).

5. A tire wall according to claim 4, wherein: and a drainage ditch (6) is formed in the ground of one side of the base (4) far away from the slope body (8).

6. A tire wall according to claim 1, wherein: and a water intercepting ditch (5) is arranged at the top of the fixed frame (1).

7. A tire wall according to claim 1, wherein: the connecting buckle (7) comprises a connecting plate (71) and connecting columns (72) arranged on two sides of the connecting plate (71); the two connecting columns (72) are respectively inserted on the two adjacent tires (2).

8. A tire wall according to claim 7, wherein: one end of the connecting column (72) far away from the connecting plate (71) is provided with a barb part (73) which can be abutted against the inner wall of the tire (2).

9. A tire wall according to claim 1, wherein: the connecting buckle (7) comprises a connecting plate (71) and connecting columns (72) arranged on two sides of the connecting plate (71); the two connecting columns (72) are respectively hinged at the end parts of the connecting plates (71).

10. A method of constructing a tyre wall, comprising a tyre wall according to any one of claims 1 to 9, wherein: the method comprises the following steps:

the method comprises the following steps: carrying out anchor rod (3) construction in a layered and segmented manner;

step two: constructing the fixed frame (1) in sections;

step three: the tires (2) are placed in layers, the tires (2) are connected through the fastening pieces, and then the tires (2) are filled with sand and compacted;

step four: the slope top intercepting ditch (5) and the slope bottom drainage ditch (6) are constructed.