KR20190128482A - Non-excavated dry-laid-back hiking trail surface maintenance method using Gavion - Google Patents

Abstract

The present invention relates to a maintenance method of a non-driving dry rail type hiking trail using a rectangular gabion, and more particularly, in the soil type trail, the ground vegetation is damaged due to the continuous pressure of the user, and the najiization is accelerated, so that the waterway is caused by the erosion of the trail during rainy weather. The present invention relates to a maintenance method of a non-excavated dry rail type hiking trail using rectangular gabion to prevent the damage of the hiking trail from spreading due to fire and scour.
In order to achieve the above object, the present invention provides a method for maintenance of a non-excavation dry rail type hiking trail using a rectangular gabion, grasps a straight portion and a curved portion of a hiking trail to be maintained, and grasps a soil type road, a soft ground road and a slope A hiking trail linear work step (S100) for determining a hiking trail to be maintained along the damaged hiking trail and drawing a sketch in advance; Front mesh 110, rear mesh 120, left mesh 130, right mesh 140, flat mesh 150, bottom mesh 160 and the gap mesh 170 of the assembled wire mesh, galvanized steel wire, An assembled wire mesh preparing step (S200) for preparing a predetermined material such as a gabion ductile iron wire 105, a spiral wire S, a connecting iron wire 103, and a fixing clip 104; It is a process of connecting straight section and curved section, and joining and connecting the assembly wire mesh continuously without excavation of the road surface on the climbing target to form a rectangular Gabion (100,100-1, ...) enclosure. (S300: forming a rectangular Gabion enclosure); Square gabion (100,100-1, ..) by tightly fixing the railing column 210 to the outside of the right and left side network (130,131, ...) (140,141, ...) of the rectangular gabion (100,100-1, ...) And stabilizing the handrail holding step (S400); Filling the filling stone 400 inside the rectangular gabion (100, 100-1, ...) housing to form a porous structure with sufficient voids to cover the flat net (150, 151, ...) and flat net (150, 151, ...) And the remaining three sides of the spiral wire (S) by combining the filling of the filling stone and the flat network to complete the coupling of the square gabion (100,100-1, ...) (S500); And to install the handrail rack 220 and handrail string 230 on the handrail holder 210 of the combined rectangular gabion (100,100-1, ...) and install the palm mat 500 on the upper surface of the handrail fixing and palm mat installation Step S600; characterized in that consisting of.
According to the maintenance method of the excavation dry rail type hiking trail using the square gabion of the present invention configured as described above, the construction is easy without digging the ground, there is no noise during walking, and it does not harm the knee joint of the hiker, and dust dust is blown out. There is no fear of hikers' respiratory diseases, it drains well, and even if the user's pressure is used, it can prevent the damage or naji of vegetation, prevent the erosion of trails by rainy weather, and use easy installation Maintenance-free dry railing hiking trails are provided.

Description

Non-excavated dry-laid-back hiking trail surface maintenance method using Gavion

The present invention relates to a maintenance method of a non-excavated dry rail type hiking trail using a rectangular gabion, and more specifically, in the soil type trail, the ground vegetation is damaged due to the continuous pressure of the user, and the naji is accelerated, so that the channel by the erosion of the trail during rainy weather The present invention relates to a maintenance method of an unexcavated dry rail type hiking trail using rectangular gabion for preventing the damage of the hiking trail from spreading and scouring.

In general, the soil type visitor has a model in which the damage is spread by damage of the vegetation and acceleration of naji, the erosion of the trail due to rainy weather, the channelization of the trail, and the acceleration of scour phenomenon. .

Therefore, as a countermeasure against this, various measures have been taken to prevent users from stepping on natural roads.

The hikers are always on their way to the top of the mountain from the parking lot to the foothills. The hikers are always going through heavy rains, heavy snowfalls, puddles, or cuts, and tree roots on the ground. You may fall and be injured.

It is a great inconvenience for hikers because the trail is not maintained from the entrance of the village to the foot of the proper height, which is often seen as an injury before even starting to climb.

Conventionally, to solve this problem, people have mobilized people to stop the road by physical force, so they can fill the surrounding soil by filling it up or procure soil from the outside to fill up the valleys or puddles, I've been doing flattening work.

However, maintaining a hiking trail by physical force mobilizing such a manpower during heavy rain and heavy snow is a difficult task in reality.

Therefore, in recent years, in order to prevent hikers from stepping on natural roads, gravel and cement sidewalk blocks have been laid on entry-level hiking trails.

However, the gravel trail trails, when walking with hiking boots, are frowned upon by noise pollution due to severe noise pollution, and the sidewalk block trails are difficult to construct because they require digging and construction during construction. Not only can there be a bad effect on the knee joint, but after a certain time after the construction of the sidewalk block, weeds will rise between the sidewalk blocks and damage the aesthetics.

Therefore, it is easy to construct without digging the ground, there is no noise when walking, it does not harm the knee joints of hikers, there is no fear of respiratory diseases of hikers because there is no dust dust, and drainage is good even if the pressure of users is good. There is an urgent need for maintenance of damaged hiking trails that can prevent damage to vegetation and naziness and prevent erosion of trails by rain.

The present invention devised to solve the above problems, it is easy to install without digging the ground, there is no noise during walking and do not harm the knee joints of hikers, dirt dust does not blow the fear of respiratory diseases of hikers No drainage, good drainage, and even under the pressure of the user, it is possible to prevent damage to the ground vegetation or naji, and to prevent the erosion of the trail by rainy weather, and to maintain an unexcavated dry rail type hiking trail using square gabion that is easy to install. It is to provide a construction method.

In order to achieve the above object, the present invention provides a method for maintenance of a non-excavation dry rail type hiking trail using a rectangular gabion, grasps a straight portion and a curved portion of a hiking trail to be maintained, and grasps a soil type road, a soft ground road and a slope. A hiking trail linear work step of determining a hiking trail to be repaired along the damaged hiking trail and drawing a sketch in advance; Front mesh 110, rear mesh 120, left mesh 130, right mesh 140, flat mesh 150, bottom mesh 160 and the gap mesh 170 of the assembled wire mesh, galvanized steel wire, An assembled wire mesh preparing step (S200) for preparing a predetermined material such as a gabion ductile iron wire 105, a spiral wire S, a connecting iron wire 103, and a fixing clip 104; It is a process of connecting straight section and curved section, and joining and connecting the assembly wire mesh continuously without excavation of the road surface on the climbing target to form a rectangular Gabion (100,100-1, ...) enclosure. (S300: forming a rectangular Gabion enclosure); Square gabion (100,100-1, ..) by tightly fixing the railing column 210 to the outside of the right and left side network (130,131, ...) (140,141, ...) of the rectangular gabion (100,100-1, ...) And stabilizing the handrail holding step (S400); Filling the filling stone 400 inside the rectangular gabion (100, 100-1, ...) housing to form a porous structure with sufficient voids to cover the flat net (150, 151, ...) and flat net (150, 151, ...) And the remaining three sides of the spiral wire (S) by combining the filling of the filling stone and the flat network to complete the coupling of the square gabion (100, 100-1, ...) (S500); And to install the handrail rack 220 and handrail string 230 on the handrail holder 210 of the combined rectangular gabion (100,100-1, ...) and install the palm mat 500 on the upper surface of the handrail fixing and palm mat installation Step S600; characterized in that consisting of.

According to the maintenance method of the excavation dry rail type hiking trail using the square gabion of the present invention configured as described above, the construction is easy without digging the ground, there is no noise during walking, and it does not harm the knee joint of the hiker, and the dust dust is blown. There is no fear of hikers' respiratory diseases, it drains well, and even if the user's pressure is used, it can prevent the damage or naji of vegetation, prevent the erosion of trails by rainy weather, and use easy installation Maintenance-free dry railing hiking trails are provided.

1 is an explanatory view for forming a unit by combining the left and right side mesh with the left and right side of the bottom mesh of the present invention.
2 and 3 illustrate the formation of a rectangular Gabion enclosure by combining the bottom network of the front and rear units and the left and right side meshes of the front and rear units by vertically placing the gap network at the junction of the unit and the bottom network in front and rear of the unit. It is explanatory drawing to say.
FIG. 4 is an explanatory diagram for explaining a state in which the handrail is tightly coupled to both sides of the rectangular gabion housing of FIG. 3 to stabilize the body and the flat iron is fixed to the handrail holder.
FIG. 5 is an explanatory view for explaining a state in which the lower side of the planar network is coupled to the upper side of one side network of the rectangular gabion enclosure of FIG. 4.
FIG. 6 is an explanatory view showing a state in which a balustrade and a railing line are constructed after the square gabion housing of FIG.
7 is an explanatory diagram for explaining the construction state of the curved portion.
8 is a conceptual diagram showing a state in which a hiking trail damaged by the unexcavated dry rail type hiking trail maintenance method using the present inventors rectangular gabion is maintained.
Fig. 9 is a flowchart of a method for maintenance of an unexcavated dry rail type hiking trail using a rectangular gabion of the present invention.

Hereinafter, with reference to the accompanying drawings will be described in detail for the maintenance method of the excavation dry rail type hiking trail using the present inventors square gabion.

Prior to this, terms or words used in the present specification and claims should not be construed as being limited to the common or dictionary meanings, and the inventors should properly explain the concept of terms in order to best explain their own invention. Based on the principle that it can be defined, it should be interpreted as meaning and concept corresponding to the technical idea of the present invention. Therefore, the embodiments described herein are only the most preferred embodiments of the present invention and do not represent all of the technical idea of the present invention, and various equivalents and modifications that may be substituted for them at the time of filing of the present invention. It should be understood that there may be examples. In describing the present invention, when it is determined that a detailed description of related known functions or configurations may unnecessarily obscure the subject matter of the present invention, the detailed description thereof will be omitted. In addition, in adding reference numerals to each component, it should be noted that the same components are denoted by the same reference numerals and the same names as much as possible even if they are shown in different drawings.

1 is an explanatory view in which a unit body is formed by combining left and right side meshes on the left and right side of the bottom mesh of the present invention, and FIGS. 2 and 3 show a gap between the unit body of FIG. Figure 4 is an explanatory view illustrating the formation of a rectangular gabion enclosure by combining the bottom net of the front and rear units and the left and right name nets of the front and rear units by vertically placing the net, and FIG. 4 shows handrails on both sides of the rectangular gabion enclosure of FIG. It is an explanatory diagram for explaining the state in which the tightly coupled to stabilize the enclosure and fixed by combining the flat iron to the railing column, Figure 5 illustrates a state in which the lower side of the planar network is coupled to the upper side of one side mesh of the rectangular Gabion enclosure of FIG. 6 is an explanatory diagram showing a state in which a square mat Gabion enclosure of FIG. city It is explanatory drawing for demonstrating the empty state, FIG. 8 is a conceptual diagram which showed the state which the damaged hiking trail was maintained by the unexcavated dry rail type hiking trail maintenance method using the square gabion of this invention, FIG. 9 is a rectangular gabion of this invention. This is a flow chart of the maintenance method of the excavation type dry rail type hiking trail used.

As shown in FIG. 9, the present invention provides an unexcavated dry handrail type hiking trail maintenance method using a rectangular gabion to grasp the straight portion and the curved portion of the hiking trail to be repaired, and to determine the soil type road, the soft ground road, and the slope. A hiking trail linear work step (S100) for identifying and deciding a hiking trail to be repaired along the damaged hiking trail and drawing a sketch in advance; Front mesh 110, rear mesh 120, left mesh 130, right mesh 140, flat mesh 150, bottom mesh 160 and the gap mesh 170 of the assembled wire mesh, galvanized steel wire, An assembled wire mesh preparing step (S200) for preparing a predetermined material such as a gabion ductile iron wire 105, a spiral wire S, a connecting iron wire 103, and a fixing clip 104; It is a process of connecting straight section and curved section, and joining and connecting the assembly wire mesh continuously without excavation of the road surface on the climbing target to form a rectangular Gabion (100,100-1, ...) enclosure. (S300: forming a rectangular Gabion enclosure); Square gabion (100,100-1, ..) by tightly fixing the railing column 210 to the outside of the right and left side network (130,131, ...) (140,141, ...) of the rectangular gabion (100,100-1, ...) And stabilizing the handrail holding step (S400); Filling the filling stone 400 inside the rectangular gabion (100, 100-1, ...) housing to form a porous structure with sufficient voids to cover the flat net (150, 151, ...) and flat net (150, 151, ...) And the remaining three sides of the spiral wire (S) by combining the filling of the filling stone and the flat network to complete the coupling of the square gabion (100, 100-1, ...) (S500); And to install the handrail rack 220 and handrail string 230 on the handrail holder 210 of the combined rectangular gabion (100,100-1, ...) and install the palm mat 500 on the upper surface of the handrail fixing and palm mat installation Step S600; characterized in that consisting of.

This will be described in more detail below.

1. Mountaineer linear work step (S100)

First, the hiking trail linear work step (S100), grasp the straight portion and the curved portion of the hiking trail to be maintained, the earth and sand roads, soft ground roads and slopes, etc. to determine the hiking trail to be maintained along the damaged hiking trails and draw a pre-drawing to be.

Determining the correct maintenance road, which requires maintenance of damaged hiking trails, can significantly shorten the air.

Landslide trails damaged by heavy rain are uneven ground due to erosion, waterway, and scour, which can cause uncomfortable walking and injury.

Excavation of soil roads is very difficult, so be prepared to install them directly on soil roads, but do not require leveling of the entire floor.

2. Assembly wire mesh preparation step (S200)

In the present specification, in order to explain the assembled wire mesh constituting the rectangular gabion (100, 100-1, ...), the concept of front, back, left, right, plane and bottom in orthogonal projection method will be borrowed for convenience.

Therefore, each of the assembled wire meshes constituting the front, rear, left, right, flat and bottom of the rectangular gait (100, 100-1, ...) formed in a rectangular parallelepiped shape, respectively, the front mesh 110, the rear mesh 120, and the left side. Assembled wire meshes separated by gaps, which are called face meshes (130, 131, ...), right side meshes (140, 141, ...), flat meshes (150, 151, ...) and bottom meshes (160, 161, ...) Let be called as the gap network (170,171, ...).

The hiking trail maintenance method of the present invention is made of a structure in which the rectangular gabions (100, 100-1, ...) are successively formed with the gap networks (170, 171, ...) interposed therebetween.

Therefore, the assembled wire mesh preparation step (S200), the assembly wire mesh, galvanized iron wire, gabion ductile iron wire 105, spiral wire (S), which will be used in the maintenance method (1) It is a step of preparing a predetermined material such as the connecting wire 103 and the fixing clip 104.

Assembled wire mesh forming a rectangular gabion (100, 100-1, ...) for the maintenance of the hiking trails of the present invention is a rectangular frame (101) and the inner mesh wire 102 is orthogonal mesh netting 77 × 77mm intervals and welded with electrical resistance The frame 101 is formed of a wire diameter of 4 mm zinc plated iron wire, and the mesh wire 102 is formed of a wire diameter of 3.2 mm zinc plated iron wire.

Among the assembled wire mesh, the front mesh 110, the back mesh 120, the left mesh 130, 131, ..., the right mesh 140, 141, ... and the gap 101 of the gap mesh 170,171, ... Each is formed to a size of 1,000mm in width and 300mm in length.

In addition, the rim 101 of the flat mesh (150,151, ...) and the bottom mesh (160,161, ...) of the assembled wire mesh is formed in a standard of 1,000mm in length and 1,000mm in length.

At this time, as shown in Fig. 5, the galvanized iron wire having a diameter of 4.0 mm is orthogonal to each other in two horizontal lines at the center of the flat nets 150, 151,. The reinforcing wire 151 welded to the intersection with electrical resistance is formed by reinforcement, and the reinforcing wire 151 prevents the filling phenomenon during filling of the filling stone 400 and can resist external shock and deformation.

In particular, the mesh line 102 of the bottom mesh (160,161, ...) is formed of gabion ductile iron wire 105.

The gabion ductile iron wire 105 is preferably formed in a square or hexagonal shape by twisting a galvanized iron wire having a wire diameter of 2.0 mm to 3.8 mm.

When the wire diameter of the gabion ductile wire 105 is less than 2.0mm, there was a phenomenon that it could not bear the weight of the filling stone 400, and when it exceeds 3.8mm, the mesh wire 102 was applied to the load of the filling stone 400. ) Is not preferred because it does not flexibly rest on the shape of the ground and does not integrate with the ground.

The reason for forming the mesh wire 102 of the bottom mesh 160, 161, ... as the gabion ductile iron wire 105 is the gabion when the filling stone 400 is placed on the rectangular gabion 100, 100-1, ... The mesh wire 102 made of ductile iron wire 105 is flexibly seated on the ground according to the shape of the ground by the load of the filling stone 400 so that the filling stone 400 can be easily integrated with the ground. to be.

Meanwhile, spiral binders (S) and connecting wires (Lacing wire) 103 are prepared to connect and assemble the various wire meshes.

The spiral binders S are formed of a galvanized iron wire having a wire diameter of 4 mm, and the connecting wire 103 is formed of a galvanized steel wire having a wire diameter of 2.2 mm.

The spiral binders (S) are wires that are used to bond the contact surfaces of the assembled wire meshes forming the square gabions (100, 100-1, ...), and the sides of the assembled wire meshes for joining the sides. To be used as, the spiral wire (S) is preferably wound one to two times in one mesh.

The spiral binders (S) have a length of 1,000 mm and a length of 300 mm, and the diameter of the rotating spiral is divided into large, medium, and small, respectively, and a predetermined number is prepared.

In the climbing section of the curved section with a large curvature, a spiral spiral wire S having a large rotational spiral diameter is horizontally arranged on the bottom and a flat portion, and a spiral spiral wire S having a large rotational spiral diameter is vertically formed at the side surface thereof, corresponding to the curvature of the curved section. After overlapping and combining, it can be installed to correspond to the curvature of the road by expanding the installation to match the terrain of the curved portion.

In addition, the connecting wire (Lacing wire) 103 is formed of a galvanized iron wire of 2.2mm wire diameter when the square gabions (100,100-1, ...) are installed successively square gabion (100,100-1, ...) It is used as a fastening wire to bind the adjacent part of and is also called a binding wire or a bundled wire, and a predetermined amount is prepared according to the environment of the hiking trail.

However, since the fixing clip 104 may be useful to continuously install and combine the square gabions 100, 100-1, ..., a predetermined amount of the fixing clip 104 is prepared to meet the environment of the construction site. It is also preferable to.

3. Assembly wire mesh connection step (S300; square gabion forming step)

Assembled wire mesh connecting step (S300; square gabion forming step) is a step of forming a rectangular gabion (100, 100-1, ...) housing by successively coupling and connecting the assembly wire mesh without excavation of the road on the maintenance target hiking trails.

In other words, the present invention is a maintenance method of the unexcavated dry handrail type hiking trail using the rectangular gaebion (1) is a very easy maintenance process because it does not excavate the ground to a predetermined depth for maintenance of the damaged hiking trail surface to be.

This assembly wire mesh connection step (S300), a. Straight section connection process; The straight section connecting process is divided into (1) unit formation process (2) square gabion enclosure formation process (3) planar network connection process.

end. Straight section connection process

(1) unit formation process

Fig. 1 is an explanatory view of forming the unit bodies m, m1, ... by combining left and right side meshes with the left and right side meshes of the present invention.

First, the lower side of the left and right side network (130, 131, ...) (140, 141, ...) to the left and right side of the bottom mesh (160, 161, ...) by combining the spiral wire (S) unit (m, m1 , ...).

The mesh line 102 of the bottom mesh 160, 161 ... is formed of a gabion ductile iron wire 105.

The gabion ductile iron wire 105 is preferably formed in a square or hexagonal shape of the manganese wire by twisting a galvanized wire having a wire diameter of 2.0 mm to 3.8 mm.

When the wire diameter of the gabion ductile wire 105 is less than 2.0mm, there was a phenomenon that it could not bear the weight of the filling stone 400, and when it exceeds 3.8mm, the mesh wire 102 was applied to the load of the filling stone 400. ) Is not preferred because it does not flexibly rest on the shape of the ground and does not integrate with the ground.

The reason for forming the mesh wire 102 of the bottom mesh 160, 161, ... as the gabion ductile iron wire 105 is the gabion when the filling stone 400 is placed on the rectangular gabion 100, 100-1, ... The mesh wire 102 made of ductile iron wire 105 is flexibly seated on the ground according to the shape of the ground by the load of the filling stone 400 so that the filling stone 400 can be easily integrated with the ground. to be.

(2) Square Gabion Enclosure Forming Process

2 and 3 are explanatory diagrams illustrating the formation of a rectangular Gabion enclosure by combining the bottom net and the left and right nets by connecting the unit and the unit in FIG.

In the process of forming a rectangular gabion enclosure, the bottom nets 160,161 ... and the bottom nets 160,161 ... are in contact with each other by connecting the bottom nets 160,161 ... of the unit (m, m1 ...). The lower side of the gap network (170,171 ...) to match, and the three sides matched horizontally by the spiral wire (S) to connect to the maintenance destination of the hiking trail.

At this time, the left and right sides of the gap network (170,171 ...), the left and right side mesh (130,131 ...) (140,141 ...) coupled to the left and right sides of the bottom network (160,161 ...) By vertically joining the three sides vertically joined by the spiral wire S, as shown in Fig. 3, a rectangular gabion (100, 100-1, ...) enclosure is formed to the maintenance site of the hiking trail.

If the final hiking trail maintenance destination will be coupled to the back network 120.

(3) Planar network connection process

FIG. 5 is an explanatory diagram illustrating a state in which a planar network is coupled to one side of the rectangular gabion housing of FIG. 4. FIG.

The planar net connection process is a planar net 150,151 on the upper side of the left side mesh 130, 131 ... or the right side mesh 140, 141 ... of the series of rectangular gabion (100, 100-1, ...) enclosures, respectively, which are formed for each minute. Join the spiral wire (S) horizontally on the lower side of ..) and open it.

In the future, after filling the filling seat 400 in the rectangular gabion (100, 100-1, ...) housing will combine the remaining three sides of the flat network (150,151 ...).

At this time, as shown in Fig. 5, the galvanized iron wire having a diameter of 4.0 mm is orthogonal to each other in two horizontal lines at the center of the flat nets 150, 151,. The reinforcing wire 151 welded to the intersection with electrical resistance is formed by reinforcement, and the reinforcing wire 151 prevents the filling phenomenon during filling of the filling stone 400 and can resist external shock and deformation.

I. Curve section connection process

7 is an explanatory diagram for explaining the construction state of the curved portion.

The left side part (or right side part) of the climbing road curved part which is linearly operated is a joint edge that vertically contacts the left side mesh 130,131 ... (or right side mesh 140,141 ...) and the gap network 170,171 ... 300 mm spiral wire (S) in the vertical direction, and 300 mm spiral wire (S) vertically to the spiral wire (S) in the vertical direction to continue overlapping, followed by a rectangular gabion (100, 100-1, ...) To the curvature of the climbing curve by combining spiral wires (S) perpendicular to the vertical junctions of the left side meshes (130, 131 ...) (or right side meshes (140, 140 ...)) and the gap networks (170, 171 ...) By correspondingly expanding the spiral wire (S), it is possible to install corresponding to the curvature of the curve of the trail.

In addition, the bottom nets 160, 161 ... and the flat nets 150, 151 ... of the curved portion are also the same as the bottom nets 160, 161 ... and the flat nets 150, 151 ... 1000mm spiral wire (S) is horizontally coupled to each joint side where the upper and lower sides of.) Are in contact with each other, and the 1000mm spiral wire (S) is continuously connected to the spiral wire (S) in a horizontal direction, followed by a rectangular gabion. Spiral horizontally on each joint side where the upper and lower sides of the gap network (170,171 ...) contact the bottom net (160,161 ...) and the flat net (150,151 ...) of the (100,100-1, ...) enclosure By combining the wire (S), by installing the spiral wire (S) in a fan shape to correspond to the curvature of the curve of the trail, it is possible to install corresponding to the curvature of the trail.

Of course, the coupling portion of the spiral wire (S) installed in the side portion of the hiking trail curve portion and the spiral wire (S) provided in the bottom and the upper surface portion will be fine if combined firmly by the connecting wire (103).

4.Handrail holding step (S400)

FIG. 4 is an explanatory view for explaining a state in which the handrail is tightly coupled to both sides of the Gabion housing of FIG. 3 to stabilize the enclosure and the flat iron is fixed to the handrail holder.

Balustrade holding step (S400) is a step of stabilizing the square gabions (100,100-1, ...) by closely fixing the handrail holding 210 to the left and right sides of the rectangular gabions (100,100-1, ...).

The railing column 210 is formed of a circular or rectangular pipe body made of steel having a pointed bottom 10 mm, but preferably formed of a rectangular pipe body. In this embodiment, a case of forming a rectangular pipe body will be described.

Handrail brace 210 is formed of an outer diameter of 100mm, an inner diameter of 80mm.

Handrail brace 210 is fixed to the left and right sides of the horizontal length 1m × 1m, height 30cm square gabion (100, 100-1, ...) is installed on the road width assumed to be 1.2m ~ 1.5m width and the vertical spacing is 1.5 Installed at ~ 2.0m intervals.

The upper portion of the railing column 210 is opened to become the handrail 220 insertion portion, the lower portion is the ground support portion, and the insertion of the handrail 220 into the upper opening to form an unexcavated dry railing.

The upper and lower horizontal flat irons 311 and 312 are coupled to opposite surfaces of the handrail holder 210 that is tightly fixed with the rectangular gabions 100, 100-1, ... interposed therebetween, and the rectangular gabions 100, 100. A plurality of vertical flat irons 321 and 322 are coupled to opposite surfaces of the railing column 210 fixed in the longitudinal direction of -1, ...).

The flat iron (311, 312, 321, 322) is formed of a steel material of width 50 ~ 65mm, thickness 3.0mm ~ 4.5mm, both ends are formed bent portion 301 is bent upwardly, the bent portion A plurality of coupling holes 302 are formed in 301 and each of the coupling bolts 303 is provided.

Handrail holder 210 is tightly fixed to the left and right sides of the rectangular gabions (100,100-1, ...) but the gap network (170,171, ...) across the left and right of the rectangular gabions (100,100-1, ...) The upper and lower vertical flat iron 321, which is bolted by the upper and lower horizontal flat iron 311, 312 passing through the mesh adjacent to the bolt, and bolted to the opposite surface of the railing column 210 fixed in the longitudinal direction ( 322 is bolted to be firmly fixed.

At this time, each of the upward bent portion 301 of the horizontal flat iron 311, 312 is bolted while overlapping the mesh line 102, the coupling bolt 303 even if the railing column 210 settles the mesh line 102 It is desirable to be coupled to the upper portion of the mesh wire 102 so that it can be caught on.

The pointed portion formed at the bottom of the railing column 210 is applied to the lower flat iron 312 by the load of the filling stone 400 is fixed to the ground.

Therefore, in the soft ground, it is preferable to use the handrail holder 210 having a longer length of the handrail holder 210.

Railing holding 210 is not put in the ground, but the square gabion (100, 100-1, ...) when the filling stone 400 is filled in the upper and lower horizontal flat 311, 312 in the lower flat 312 The railing column 210 is subjected to a load and is fixed to the ground by the load to be a non-excavation dry railing, and this is balanced by the upper horizontal flat iron 311 without shaking.

The longitudinal spacing of the railing column 210 is formed at intervals of 1.5 to 2.0 m, and when a curvature having a large curvature is formed on the hiking trail, the railing column 210 is controlled by the length adjustment of the upper and lower vertical planes 321 and 322. ) Will be adjustable.

5. Filling seat and flat mesh combining step (S500)

6 and 8 are explanatory diagrams showing a state in which the gaebion housing of FIG. 5 is filled with a filling stone, the flat net is combined, and then the balustrade and the railing line are constructed and the palm mat is constructed.

Inside the enclosure of the rectangular gabion (100, 100-1, ...) installed as described above is filled with natural stone taken from the surroundings is formed of a porous structure with sufficient voids.

The natural stone is not limited in size, but empirical is preferably 10 centimeters to 20 centimeters in diameter.

The natural stone may be replaced by agglomerates of concrete, which is a construction waste material which is a by-product of the construction site.

If the size of the filling stone 400 is less than 10 centimeters in diameter, the voids are difficult to pass through the water, and if the diameter is more than 20 centimeters, the pores may be too large to cause inconvenience in walking and are too heavy for construction.

The upper surface of the installed rectangular gabion (100, 100-1, ...) is preferably filled with crematorium (smooth stone) to smooth the surface.

Covers the flat nets 150, 151, ... of the rectangular Gabion (100, 100-1, ...) filled with the filling stone 400, and the remaining three sides of the flat nets (150, 151, ...) are spiral wires (S). Combine to complete the combination of square gabions (100, 100-1, ...).

The natural stone or concrete lump filled inside the rectangular gabion (100,100-1, ...) is blown out and the sides corresponding to each side of the flat network (150,151, ...) are not parallel to each other and can be combined into a spiral wire (S). If not, it may be possible to combine the sides corresponding to each side of the plane mesh (150, 151, ...) using the connecting wire 103 or the fixing clip 104.

6. Fixing the railing and installing the palm mat (S600)

6 and 8 are explanatory diagrams showing a state in which the gazeon housing of FIG. 5 is filled with a filling stone and a flat net is combined, and then a railing rail and a railing line are constructed, and a palm mat is constructed. FIG. 8 is a rectangular gabion of the present invention. This is a conceptual diagram showing the state of the climbing road damaged by the undigging dry railing hiking trail maintenance method.

Construction of palm mat 500 on top of the installed rectangular gabion (100, 100-1, ...) and the non-excavation dry railing type using the rectangular gabion of the present invention for the damaged hiking trails by installing the handrail 220 and railing string 230 Damage of the hiking trail maintenance method by the hiking trail maintenance method (1) is completed.

According to FIG. 8, the shape of the ground where the mesh wire 102 made of the gabion ductile iron wire 105 is filled by the filling stone 400 in the rectangular gabion (100, 100-1, ...) housing and is loaded by the load. According to the flexible seating seat 400 is formed with the ground can be confirmed a stable appearance.

Although the present invention has been described in detail with respect to the maintenance method (1) of an unexcavated dry rail type hiking trail using the rectangular gabion of the present invention, the present invention is not limited thereto, and the scope of the claims and the detailed description of the invention and the accompanying drawings are various. It is possible to change the implementation to this, and also belongs to the scope of the present invention will be apparent.

1 Maintenance Method of Excavated Dry Railing Trail Using Square Gabion
m, m1 Unit R Trail S S Helical wire
100,100-1, ... Square Gabion 101 Te 102 Mesh Wire 103 Connecting Wire 104 Fixed Clip
105 Gabion Ductile Wire
110,111 .. Front network 120,121 .. Back network 130,131. Left network 140,141. Right network 150,151 .. Flat network 151 Reinforcing wire 160,161 .. Bottom network 170,171 .. Gap network
200 handrails 210 handrails 220 handrails 230 handrails
300 flat iron 301 bend
310 Horizontal flat iron 311 Upper horizontal flat iron 312 Lower horizontal flat iron
320 Vertical Flat Iron 321 Upper Vertical Flat Iron 322 Lower Vertical Flat Iron
400 filled stones
500 Palm Mat
S100 hiking trails linear work stage
S200 prefabricated wire mesh preparation stage
S300 Assembly Wire Mesh Connection Step (Square Gabion Enclosure Formation Step)
S400 Railing Fixing Stage
S500 Filling Stone Filling and Flat Mesh Joining Stage
S600 handrail fixing and palm mat installation step

Claims (6)

A hiking trail linear work step (S100) for identifying a straight portion and a curved portion of a hiking trail to be repaired, determining a hiking trail to be repaired along a damaged hiking trail by grasping soil-type roads, soft ground roads, and slopes, and drawing a sketch in advance; Front mesh 110, rear mesh 120, left mesh 130, right mesh 140, flat mesh 150, bottom mesh 160 and the gap mesh 170 of the assembled wire mesh, galvanized steel wire, An assembled wire mesh preparing step (S200) for preparing a predetermined material such as a gabion ductile iron wire 105, a spiral wire S, a connecting iron wire 103, and a fixing clip 104; It is a process of connecting straight section and curved section, and joining and connecting the assembly wire mesh continuously without excavation of the road surface on the climbing target to form a rectangular Gabion (100,100-1, ...) enclosure. (S300: square gabion housing forming step) and; Square gabion (100,100-1, ..) by tightly fixing the railing column 210 to the outside of the right and left side network (130,131, ...) (140,141, ...) of the rectangular gabion (100,100-1, ...) .) Stabilizing handrail holding step (S400) and; Filling the filling stone 400 inside the rectangular gabion (100, 100-1, ...) housing to form a porous structure with sufficient voids to cover the flat net (150, 151, ...) and flat net (150, 151, ...) And the remaining three sides of the spiral wire (S) by combining the filling of the filling stone and the flat network to complete the coupling of the square gabion (100,100-1, ...) (S500); And to install the handrail rack 220 and handrail string 230 on the handrail holder 210 of the combined rectangular gabion (100,100-1, ...) and install the palm mat 500 on the upper surface of the handrail fixing and palm mat installation Step (S600); Method for maintenance of unexcavated dry railing hiking trails using a rectangular gabion, characterized in that consisting of. The galvanized iron wire of 4.0 mm diameter is orthogonal to each other in two rows at the center of the flat network (150, 151, ...), and the intersection between the frame (101) and the mesh wire (102) is electrical. Reinforcing steel wire welded by resistance (151) reinforcement is formed, the maintenance method of a non-excavation dry rail type hiking trail using a rectangular gabion. The mesh wire 102 of the bottom meshes 160, 161, ... is a gabion ductile iron wire 105 when the filling stone 400 is filled in the rectangular gabion 100, 100-1, ... The wire mesh 102 is seated on the ground flexibly according to the shape of the ground by the load of the filling stone 400 so that the filling stone 400 can be easily integrated with the ground. Maintenance method of a non-excavation dry rail type hiking trail using a rectangular gabion, characterized in that the gabion ductile iron wire 105 formed by forming a wire mesh in the shape of any one of square or hexagon by twisting the plated wire. The method of claim 1, wherein the connection process of the straight section of the assembled wire mesh connecting step (S300), the left, right side meshes (130, 131, ...) (140, 141, on the left, right sides of the bottom mesh (160, 161, ...) A unit formation step of forming a unit (m, m1, ...) by combining the lower side of the spiral wire (S); The bottom nets 160 and 161 are connected to each other by connecting the bottom nets 160 and 161 to the bottom nets 160 and 161. ..) to the lower side, and matched three sides are horizontally coupled by the spiral wire (S), the left and right sides of the gap network (170,171 ...), the bottom of the network (160,161 ...) Left and right side meshes (130, 131 ...) (140, 141 ...), which are joined to the left and right sides, are vertically combined with three sides of the spiral wire (S) vertically. Forming a square Gabion enclosure for forming a (100,100-1, ...) enclosure; The lower sides of the flat meshes (150, 151 ...) are respectively placed on the upper sides of the left side meshes (130, 131 ...) or the right side meshes (140, 141 ...) of a series of rectangular gabion (100, 100-1, ...) enclosures formed for each minute. Plane network connection process for coupling and opening the spiral wire (S) horizontally; maintenance method of unexcavated dry rail type hiking trails using a rectangular gabion, characterized in that consisting of. The method of claim 1, wherein the connecting step of the curved section of the assembled wire netting step (S300), the left side (or right side) curved portion of the hiking trails linearly operated, the left side mesh (130, 131 ...) (or the right side mesh ( 140, 141 ...)) and the 300mm spiral wire (S) in the vertical direction to the junction side to the vertical contact with the gap network (170,171 ...) vertically, and the 300mm spiral wire (S) to the spiral wire (S) Continue to overlap in the vertical direction, and then connect the left side mesh (130,131 ...) (or right side mesh (140,140 ...)) and the gap network (170,171 ...) of the rectangular Gabion (100,100-1, ...) casing that follows. Combined with a spiral wire (S) perpendicular to the vertical junction side of the), the spiral wire (S) is laid out to correspond to the curvature of the curve of the hiking trails, the bottom of the curved net (160,161 ...) and the flat net (150,151). ..), 1000mm helical wire (S) can be applied to each joint side where the upper and lower sides of the gap network (170,171 ...) contact the bottom mesh (160,161 ...) and the flat mesh (150,151 ...). Combined flat, continuously connecting the 1000mm spiral wire (S) in the horizontal direction to the spiral wire (S), and then the bottom net (160,161 ...) of the rectangular Gabion (100, 100-1, ...) The spiral wires S are horizontally coupled to each of the joint edges where the upper and lower sides of the gap nets 170 and 171 are in contact with the planar meshes 150 and 151. ) Unfolded dry rail type hiking trails maintenance method using square gabion, characterized in that the fan is installed to expand. The handrail holder 210 of claim 1, wherein the handrail fixing and palm mat installation step (S600) is performed by loads of the filling seats 400 filled in the rectangular gabions (100, 100-1, ...). Excavation using a rectangular gabion, characterized in that the lower flat iron (312) of the horizontal flat iron (311), 312 is fixed to the ground and balanced by the upper horizontal flat iron (311) Dry rail type hiking trail maintenance method.

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