KR101351630B1 - Gabion one type in the water - Google Patents

Abstract

The present invention relates to an integrated water immersion type gabion. The present invention can supplement the bottom of the gabion sags downwards and maintains flexibility (the property of handling the change of ground and the scouring) as an advantage of gabion by reinforcing the bottom of the gabion manufactured in a box type or a mattress type; can be excellently constructed by being integrally connected to the construction location by a wire rope after filling inside with a filling material, such as waste stone and gravel; and can prevent the bottom or slope of a bank protection from being swept because the gabion is not pushed or escaped in case where the speed of flow is fast or the large weight of the foreign material is caught.

Description

Gabion one type in the water

The present invention relates to a one-piece immersion gabion, and in particular, the filling material is filled inside, and by connecting several gabion that is reinforced with its own strength in sequence and integrally connected by a wire rope to take a fast flow rate or a large foreign material take Even if it can withstand enough, the construction is excellent.

In general, Gabion is provided with various dikes, dams, or retaining walls to prevent flooding of water or seawater in rivers, lakes, shores, or incisions, or to maintain waterways. Such various banks, embankments, and retaining walls have been generally constructed using lakebank blocks and concrete structures that are easy to work with and relatively easy to maintain. However, various construction methods adopted for reasons of ease of operation do not have environmental friendliness, and the side effects are occurring, or at least such side effects are expected. In view of this phenomenon, the proposed method is Gabion construction method, which is well known as gabion. Gabion construction method is to fill the filling material such as rubble in the Gabion by a rectangular wire mesh or hexagonal wire mesh, and transported to the construction area, and is being constructed in the most suitable way at each construction site.

On the other hand, the Gabion construction method, in most of the characteristics of the construction method, it is common to first install the Gabion on the surface of the construction method, fill the filling material such as stones inside the Gabion, and then cover the lid to complete the construction. The reason for constructing Gabion right in the construction area is that if the Gabion Wire Mesh is filled with the filling material, the shape is crushed and the wire is broken, so it is impossible to construct the intended shape at first. Sometimes it is unavoidable to install at the depth, and sometimes it is installed at the depth using the equipment after the assembly at the land.

By the way, in the above transport process, Gabion filled with the filling material is inevitably accompanied by the phenomenon of filling by the weight of the filling material. This hungry phenomenon causes the gaebion to be placed on the construction site, which does not maintain its original form, and consequently, is the biggest cause of disturbing elaborate and precise construction. Although the Gabion construction method is an environmentally friendly construction method, it is one of various causes that are ignored by the general public or customers.

Various methods for improving the shortcomings of the Gabion construction method has been developed and attempted at home and abroad. Republic of Korea Utility Model Registration No. 20-250211 "Rotating Gabion for Rocks": Dong No. 20-272959 "Wire Mesh Gabion": Dong No. 20-274267 "Wire Mesh Gabion": And No. 20-279894 "Reinforced Wire Hexagonal Gabion, "for example.

However, such a prior art is questioned the effect of preventing the deformation of the gabion by adopting a reinforcing wire on the front. In order to solve the problem of the gabion was provided prior art Patent No. 10-047552 (name of the invention: Gabion with a reinforcing member and its reinforcing method). This can provide the gaebion which can effectively prevent the shape of the stomach filled in the carrying step of the gaebion filled with the filling material during the construction process of Gabion, and also generated during the carrying step of the Gabion filled with the filling material during the construction process of Gabion This is to prevent full stomach.

However, the conventional prior art can prevent the filling phenomenon generated during the transportation step, but the Gabion installed when a large flow rate or heavy foreign material is caught due to the fact that several Gabions are not interconnected, that is, they are not integrated as a single piece. There is a problem that is pushed out or detached itself, the construction is not easy.

The present invention has been devised to solve such a conventional problem, the present invention reinforces the bottom surface of the gabion to compensate for the bottom surface is struck downward, and the flexibility of the gabion (the change of the ground, It is an object of the present invention to provide an integral submerged gabion that can maintain the property of coping with scour.

Another object of the present invention is to fill the filling material inside and connect several gabion reinforced with its own strength in sequence by integrally connecting with a wire rope construction when the flow rate is fast or heavy foreign material is caught, it is not pushed or separated It is to provide a good one-piece submerged gabion.

The problem solving means of the present invention for achieving the above object is in the Gabion made of a box type consisting of a body and a cover, the bottom surface by binding the bottom reinforcement frame in a state in which the corner area is separated from the bottom surface of the body of the Gabion Reinforcement, on the bottom surface of the bottom reinforcing frame center area, hook the bottom of the vertical fixing bar formed with a hook ring on the top, and stably bind with a thin wire, fill the filler inside the body and then cover the body with a cover Fixing the knot at the upper part of the reinforcing wire which is reinforced by binding the body and the cover of the gabion to the hook of the vertical fixing bar to compensate for the bottom surface of the gabion beating downwards, and the flexibility of the gabion An integrated submerged gabion is produced that can maintain the properties of the ground and cope with scour. Is fixed to the study reference surface, by connecting the wire rope through the circular ring connection is characterized in that is configured to withstand enough, even if a large flow rate or a large foreign matter by weight take a construction as a one-piece sequentially multiple gaebion.

According to the present invention, by reinforcing the bottom surface of the Gabion made of box-type or mattress type to compensate for the bottom surface is struck downwards, the flexibility is the advantage of Gabion (the nature of coping with the change of the ground, scour phenomenon) It can be kept as it is, and after filling the filling material such as waste-rock and gravel inside, it is not only excellent in workability by connecting it integrally with the wire rope at the construction position, but also in case of fast flow rate or heavy foreign material, Since it does not deviate, the bone-like effect is provided in the bottom surface or the surface surface of a water reservoir.

1 is a configuration diagram showing the manufacturing process of the integral submerged gabion according to the present invention, a is a state diagram manufactured in the box or mattress type, b is a bottom reinforcing frame and the vertical fixing bar is bound to the bottom of the gabion , c is a state in which the circular connection ring is fixed to the bottom reinforcement frame of the gabion, d is a state diagram filled with the filling material inside the gabion, e is a cover to the body filled with the filling material inside the gabion, and then the reinforcing wire is finished on the vertical fixing bar It is a state diagram.
Figure 2 is a configuration diagram showing a state in which the integral submerged gabion is installed according to the present invention, a is a state in which the wire rope is sequentially connected to the circular clip of Gabion fixed so that no flow occurs in the first construction reference plane , b is a state diagram integrally connected in the transverse direction, c is a plan view of a state in which the final work is completed, d is a state diagram in which the integral immersion gabion is installed.

Hereinafter, exemplary embodiments of the present invention will be described in detail with reference to the accompanying drawings.

1 is a configuration diagram showing the manufacturing process of the integral submerged gabion according to the present invention, a is a state diagram manufactured in a box or mattress shape, b is a bottom reinforcing frame bound to the bottom of the gabion, c is a state in which the circular connection ring is fixed to the bottom reinforcement frame of the gabion, d is a state diagram filled with the filling material inside the gabion, e is a cover covering the body filled with the filling material inside the gabion, and then the reinforcing wire is finished to the vertical fixing bar State diagram.

First, referring to FIG. 1A, a box-shaped or mattress-type gabion 10 including a body 12 and a cover 14 is manufactured, and then, as shown in FIG. 1B, the bottom surface of the body 12 of the gabion 10. The bottom reinforcing frame 20 is bound to the wire (1) in order to reinforce the bottom surface.

At this time, the bottom reinforcement frame 20 is made of reinforcement or section steel, the front reinforcement bar (21), rear reinforcement bar (22), left reinforcement bar appropriately to the front, rear, left, right side of the bottom surface of Gabion (10) It consists of a 23 and the right reinforcing bar 24, and binds with the wire (1) in a state in which the corner region is separated to reinforce the bottom surface of the body (12).

The bottom reinforcement frame 20 can compensate for the fact that the center area of the bottom surface of Gabion 10 is struck downward, and can maintain the flexibility (the property of coping with soil change and scour) that is an advantage of Gabion. Will be. And on the bottom surface of the body 12 in the center area of the bottom reinforcing frame 20, the lower end of the vertical fixing bar 30, the hook ring 31 is formed on the top, and stably bind with a thin wire (1) to gab on The center of gravity is maintained when the movement of.

1c, the front reinforcement bar 21, the rear reinforcement bar 22, the left reinforcement bar 23, and the right reinforcement bar 24 of the bottom reinforcement frame 20 are maintained in the same space to correspond to each other. The circular connection ring 40 made is fixed by welding or the like.

Thereafter, as shown in FIG. 1D, after filling up the vertical fixing bar 30, the filling material 2 such as waste-rock and gravel is filled in the body 12 constituting the gabion 10, and the cover 14 is covered with the body 12. Binding tightly to the), the body 12 and the cover 14 of the gabion 10 by the reinforcing wire (50) at the same time cross-linked, the knot of the upper portion of the locking hook 31 of the vertical fixing bar 30 The reinforcing wire 50 is firmly fixed to the wall. Then, the production of one integral submerged gabion is completed (see FIG. 1E).

Through this process, several integral submerged gabions are sequentially manufactured.

Thus, the installation state will be described schematically with reference to the accompanying drawings, the integral immersion gaebion made of several pieces.

First, as shown in FIG. 2a, the one-piece submerged gabion is firmly fixed with a fixing anchor to prevent flow from occurring in the first construction part reference plane, and then a circular connection ring fixed to the bottom reinforcement frame 20 of the gabion 10. Hook the wire rope 60 through the (40) to connect a plurality of gabion sequentially. At this time, the end of the wire rope 60 is fixed to the circular connection ring 40 of the first construction Gabion.

In this state, as shown in Figure 2b to pull the wire rope 60 in the transverse direction with heavy equipment such as fork lanes. Then, as the wire rope 60 is pulled outward (A direction), the other Gabion connected to the wire rope 60 is sequentially pushed toward the Gabion 10 side (B direction) of the first construction part fixed to the reference plane. Accordingly, the connection is made in the lateral direction, and in the longitudinal direction, the connection is sequentially performed while the same process is performed in the longitudinal direction, and the construction is completed in one piece by maintaining the cross shape as shown in FIG. 2C.

Such a Gabion construction method is constructed in a short time, such as the bottom surface of the dike relatively fast flow rate as shown in Figure 2d, so that the dike at a high flow rate does not escape when the dike or heavy foreign material is caught.

Preferred embodiments of the present invention described above are disclosed for purposes of illustration, and those skilled in the art having various ordinary knowledge of the present invention will be able to make various modifications, changes, and additions within the spirit and scope of the present invention. Changes, changes, and additions should be considered to be within the scope of the following claims.

1: fine wire 2: filler
10: Gavion 12: Body
14: cover 20: floor reinforcement frame
21,22: Front and rear reinforcement bar 23,24: Left and right reinforcement bar
30: vertical fixing bar 31: hook hook
40: circular connection ring 50: reinforcing wire
60: wire rope

Claims (4)

delete delete On the bottom surface of the central region of the body 12, the lower end of the vertical fixing bar 30, the hook ring 31 is formed at the top, is fastened with a thin wire (1), the filling material (2) inside the body (12) ) And then cover the cover 14 to fix it to the body 12, the knot of the upper portion of the reinforcing wire 50, which is reinforced by binding the body 12 and the cover 14 is caught by the vertical fixing bar 30 It is fixed to the ring 31 to configure Gabion 10,
The front reinforcement bar 21, the rear reinforcement bar 22, the left reinforcement bar 23 and the right reinforcement bar 24 on the front, rear and left and right sides of the bottom surface of the body 12 of the Gabion 10 In the integral submerged gabion that reinforces the bottom surface by binding the bottom reinforcement frame 20 to the wire 1 with the edge area separated,
Maintain the same spacing on the front reinforcement bar 21, the rear reinforcement bar 22, the left reinforcement bar 23 and the right reinforcement bar 24 of the bottom reinforcement frame 20 to reinforce the bottom surface of the gabion (10). The circular connection ring 40 is fixed to correspond to,
By connecting the wire rope 60 in sequence through the circular connection ring 40
Integral immersion type gabion, characterized in that the construction of several gabion (10) integrally in the transverse direction and longitudinal direction to the gabion (10) side fixed to the first construction part reference plane. delete

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