KR102141278B1 - Non-excavated dry-laid-back hiking trail surface maintenance method using Gavion - Google Patents

Abstract

The present invention relates to a method for maintenance of a non-excavated dry railing trail using a square gabion, and more specifically, in a soil-shaped trail, the ground vegetation is damaged due to the constant pressure of the user and acceleration of naziization accelerates the waterway by erosion of the trail in rain It relates to a method for maintenance of a non-excavated dry railing type hiking trail using a square gaebion to prevent the damage of a hiking trail from being spread by a fire phenomenon and a scour phenomenon.
In order to achieve the above object, the inventors-free dry railing-type hiking trail maintenance method (1) using a rectangular gaebion, comprises a linear operation step (S100) of the trail; An assembly wire mesh preparation step (S200); Assembling wire connection step (S300); A handrail holding step (S400); Filling stone filling and flat network coupling step (S500); And a railing bar fixing and palm mat installation step (S600); in the center portion of the flat network 150 of the assembling wire connection step (S300), when filling the filling stone 400, it prevents swelling and external shock. To prevent deformation and deformation, the galvanized iron wire with a diameter of 4.0 mm is orthogonal to each other in a + shape by 2 lines, and the reinforcing wire 151 where the intersection between the rim 101 and the mesh wire 102 is welded by electrical resistance. Reinforcing is formed, the mesh wire 102 of the bottom network 160 of the assembling wire mesh connection step (S300), the filling stone 400 by the load when the filling stone 400 is filled in a rectangular gaebion 100 enclosure The galvanized iron wire having a wire diameter of 2.0 mm to 3.8 mm is formed of a gabion flexible iron wire 105 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 according to the shape of the ground. The straight portion of the assembling wire connection step (S300), combines the lower sides of the left and right side networks 130 and 140 with spiral wires S on both vertical sides of the bottom network 160 to form a unit body m. The unit (m) is connected and installed along a hiking trail, but the gap network (170) is set vertically between the front and rear units (m, m1), and on both sides of the front and rear bottom network (160) (160). The combined left and right side networks 130 and 140 are vertically raised, and both the vertical sides of the gap network 170 and the junction sides between the front and rear left and right side networks 130 and 140 and the gap network ( In the maintenance method of the excavated dry railing type hiking trail using square gaebion, which is installed by combining the lower side of 170 and the front and rear bottom networks 160 and 160 with spiral wires S,
The flat and bottom portions of the curved portion of the assembly wire connection step (S300), the upper and lower sides of the horizontal side and the horizontal side of each of the upper and lower sides of the flat network 150 and bottom network 160 of the last rectangular gaebion 100 of the straight portion. 1000 mm spiral wires (S) are horizontally joined to each of the contacting sides, and another 1000 mm spiral wires (S) are again horizontally joined to the 1000 mm spiral wires (S). The next straight part connected to S) is the initial gap network 170 of the first rectangular gaebion 100, that is, the upper and lower sides of the front network 110 are connected to another 1000mm spiral iron wire S in the horizontal direction to connect the curved part of the trail It is installed to correspond to the curvature of the, the side portion of the curved portion, the left side network 130 (or right side network 140) and the gap network 170 of the last rectangular gaebion 100 of the straight portion are vertically connected to the joint side. 300mm spiral wire (S) is coupled in the vertical direction, the 300mm spiral wire (S) and another 300mm spiral wire (S) to repeat the operation of vertically repeating the next 300mm spiral wire (S) to the next straight line The first side of the square Gaebion 100, the left side network 130 (or the right side network 140) and the gap network 170, that is, the front side of the vertical network 110, the junction side and another 300mm spiral wire (S) It is characterized in that it is installed in a vertical direction by connecting and connecting one curved portion (either a left curved portion or a right curved portion) to correspond to the curvature of the curved trail.
According to the construction method of a non-excavated dry railing trail using the square gabion, which is the inventor configured as described above, construction is easy without digging the ground, there is no noise when walking, and the knee joint of the hiker is not harmed, and dirt dust is blown away. Because there is no concern about respiratory diseases of hikers, drainage is good, and even if there is a pressure from the user, it can prevent damage to the ground cover or deterioration, prevent erosion of trails due to rain, and use square gaebion that is easy to install. Provided is a method for maintenance-free dry railing trail maintenance.

Description

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

The present invention relates to a method for maintenance of a non-excavated dry railing trail using a square gaebion, and more specifically, in a soil-shaped trail, the ground cover vegetation is damaged due to the constant pressure of the user and acceleration of naziization accelerates the waterway by erosion of the trail in rainy weather. It relates to a method for maintenance of a non-excavated dry railing type hiking trail using a square gaebion to prevent the damage of a hiking trail from being spread by a fire phenomenon and a scour phenomenon.

Normally, soil-type trails have a model in which damages are spread by acceleration of damage to vegetation and naziation due to continuous pressure from users, erosion of trails due to rain, and waterway phenomena and further acceleration of scour phenomenon. .

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

When you go on a mountain hike with joy, the trails from the parking lot to the foot of the mountain are flooded by heavy rain, heavy snow, and puddles are formed or some of them are cut, and as you pass the trail with tree roots on the ground, hikers are always You risk falling over and hurting yourself.

Since there are no hiking trails from the mouth of the village to the foothills of the proper height, it is a great inconvenience for hikers, so I often see sight of injuries before I even start climbing.

Conventionally, in order to solve this, people have mobilized people to perform the road stopping operation by physical force, so the soil around them can be filled and filled, or the soil can be supplied from the outside to fill in digging valleys or puddles, and then the tree roots that have been released onto the road surface. I have been working on the flat work to bury it.

However, it is practically difficult to maintain a hiking trail by physical force that mobilizes such personnel whenever there is heavy rain or heavy snow.

Therefore, recently, in order to prevent hikers from stepping on natural roads, gravel is laid on the entrance trail, and a sidewalk block made of cement is sometimes placed.

However, when walking on a gravel road hiking trail, the noise is frowned upon by noise pollution due to severe noise pollution, and since the sidewalk block trail requires digging and constructing the ground during construction, it is very difficult to climb. Not only is there a fear of adversely affecting the knee joint, but after a certain period of 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, and it does not harm the knee joint of the hiker, and there is no fear of respiratory disease of the hiker because the dust is not blown away, and even if there is a pressure from the user, drainage is well avoided There is an urgent need for a repair method for a damaged hiking trail that can prevent vegetation damage or erosion and prevent erosion of a trail by rain.

The present invention has been devised to solve the above problems, construction is easy without digging the ground, there is no noise when walking, and it does not harm the knee joint of the hiker, and dust is not blown, so there is concern about the respiratory diseases of hikers There is no drainage, drainage is good, and even if there is pressure from the user, it is possible to prevent damage or deterioration of the ground cover vegetation, prevent erosion of the trail by rainy weather, and install a maintenance-free dry railing trail using square gaebion that is easy to install. It is to provide a construction method.

In order to achieve the above object, the inventors-free dry railing-type hiking trail maintenance method (1) using a rectangular gaebion, comprises a linear operation step (S100) of the trail; An assembly wire mesh preparation step (S200); Assembling wire connection step (S300); A handrail holding step (S400); Filling stone filling and flat network coupling step (S500); And a railing bar fixing and palm mat installation step (S600); in the center portion of the flat network 150 of the assembling wire connection step (S300), when filling the filling stone 400, it prevents swelling and external shock. To prevent deformation and deformation, the galvanized iron wire with a diameter of 4.0 mm is orthogonal to each other in a + shape by 2 lines, and the reinforcing wire 151 where the intersection between the rim 101 and the mesh wire 102 is welded by electrical resistance. Reinforcing is formed, the mesh wire 102 of the bottom network 160 of the assembling wire mesh connection step (S300), the filling stone 400 by the load when the filling stone 400 is filled in a rectangular gaebion 100 enclosure The galvanized iron wire having a wire diameter of 2.0 mm to 3.8 mm is formed of a gabion flexible iron wire 105 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 according to the shape of the ground. The straight portion of the assembling wire connection step (S300), combines the lower sides of the left and right side networks 130 and 140 with spiral wires S on both vertical sides of the bottom network 160 to form a unit body m. The unit (m) is connected and installed along a hiking trail, but the gap network (170) is set vertically between the front and rear units (m, m1), and on both sides of the front and rear bottom network (160) (160). The combined left and right side networks 130 and 140 are vertically raised, and both the vertical sides of the gap network 170 and the junction sides between the front and rear left and right side networks 130 and 140 and the gap network ( In the maintenance method of the excavated dry railing type hiking trail using square gaebion, which is installed by combining the lower side of 170 and the front and rear bottom networks 160 and 160 with spiral wires S,
The flat and bottom portions of the curved portion of the assembly wire connection step (S300), the upper and lower sides of the horizontal side and the horizontal side of each of the upper and lower sides of the flat network 150 and bottom network 160 of the last rectangular gaebion 100 of the straight portion. 1000 mm spiral wires (S) are horizontally joined to each of the contacting sides, and another 1000 mm spiral wires (S) are again horizontally joined to the 1000 mm spiral wires (S). The next straight part connected to S) is the initial gap network 170 of the first rectangular gaebion 100, that is, the upper and lower sides of the front network 110 and another 1000 mm spiral iron wire S are connected in a horizontal direction to connect the curved part of the trail It is installed open to correspond to the curvature of, the side portion of the curved portion, the left side network 130 (or the right side network 140) and the gap network 170 of the last rectangular gaebion 100 of the straight portion are vertically connected to the joint side. 300mm spiral wire (S) is coupled in the vertical direction, the 300mm spiral wire (S) to the other 300mm spiral wire (S) by repeating the operation in the vertical direction by repeating the last 300mm spiral wire (S) to the next straight line The first side of the square gaebion 100, the left side network 130 (or right side network 140) and the gap network 170, that is, the front side of the vertical network 110 and the other side of the junction and another 300mm spiral wire (S) It is characterized in that it is installed by opening and closing one side curved portion (any one selected from the left curved portion or the right curved portion) to correspond to the curvature of the curved portion hiking path by connecting and connecting in the vertical direction.

According to the construction method of a non-excavated dry railing trail using the square gabion, which is the inventor configured as described above, construction is easy without digging the ground, there is no noise when walking, and the knee joint of the hiker is not harmed, and dirt dust is blown away. Because there is no concern about respiratory diseases of hikers, drainage is good, and even if there is a pressure from the user, it is possible to prevent damage or deterioration of ground cover vegetation, prevent erosion of trails due to rain, and use square gaebion that is easy to install. Provided is a method for maintenance-free dry railing trail maintenance.

1 is an explanatory view of forming a unit body by combining left and right side networks on the left and right sides of the bottom network of the present invention.
2 and 3 illustrate that the gap network is vertically positioned at the junction of the unit body of FIG. 1 and the bottom network at the front and rear of the unit to form a rectangular gabion enclosure by combining the bottom network of the front and rear unit and the left and right network of the front and rear unit. It is an explanatory diagram.
FIG. 4 is an explanatory view for explaining a state in which a railing brace is tightly coupled to both sides of a rectangular gaebion enclosure of FIG. 3 to stabilize the enclosure and a flat iron is coupled to the railing brace.
FIG. 5 is an explanatory diagram for explaining a state in which the lower side of the planar network is combined with the upper side of one side network of the rectangular gaebion enclosure of FIG. 4.
FIG. 6 is an explanatory view showing a state in which a rectangular gaebion enclosure of FIG. 5 is filled with a fill stone, a flat network is combined, and a railing bar and railing lines are constructed and a palm mat is constructed.
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 a construction method of a maintenance-free dry railing hiking trail using a square gabion according to the present invention is maintained.
9 is a flow chart of a method for maintenance-free dry railing trails using the square gabion according to the present invention.

Hereinafter, with reference to the accompanying drawings will be described in detail the maintenance method of the excavated dry railing type using a square gabion.

Prior to this, the terms or words used in the present specification and claims should not be construed as being limited to ordinary or lexical meanings, and the inventor appropriately explains the concept of terms to explain his or her invention in the best way. Based on the principle that it can be defined, it should be interpreted as meanings and concepts consistent with the technical spirit of the present invention. Accordingly, the embodiments described in this specification are only the most preferred embodiments of the present invention and do not represent all of the technical spirit of the present invention, and various equivalents and modifications that can replace them at the time of filing the present invention It should be understood that there may be examples. In addition, 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 will be omitted. In addition, when adding reference numerals to each component, it should be noted that the same components are denoted by the same reference numerals and identical names as possible, even though they are displayed on different drawings.

1 is an explanatory view of forming a unit by combining the left and right side networks on the left and right sides of the bottom network of the present invention, and FIGS. 2 and 3 are gaps between the unit body of FIG. 1 and the bottom network front and rear of the unit. Fig. 4 is an explanatory diagram explaining that a square gaebion enclosure is formed by combining the bottom network of the front and rear units and the left and right name networks of the anterior and posterior units by vertically positioning the network. It is an explanatory diagram for explaining the state in which the enclosure is stabilized by close coupling and the flat iron is coupled to the railing pole, and FIG. 5 illustrates a state in which the lower side of the planar network is coupled to the upper side of one side network of the rectangular gaebion enclosure of FIG. 4. Fig. 6 is an explanatory diagram showing a state in which a filling block is filled in a rectangular gaebion enclosure of Fig. 5, a flat network is combined, and a railing bar and railing lines are constructed and a palm mat is constructed. 8 is a conceptual diagram for explaining a construction state, and FIG. 8 is a conceptual diagram showing a state in which a hiking path damaged by a non-excavation dry rail type hiking path maintenance method using a square gabion according to the present invention is maintained, and FIG. 9 is a inventor square gabion This is a flow chart of the maintenance method of the used excavation dry railing type.

As shown in the attached Figures 1 to 9, the inventors of the present invention, a method for maintenance-free dry railing hiking using a rectangular gaebion (1), a linear operation step (S100) of the hiking trail; An assembly wire mesh preparation step (S200); Assembling wire connection step (S300); A handrail holding step (S400); Filling stone filling and flat network coupling step (S500); And a railing bar fixing and palm mat installation step (S600); in the center portion of the flat network 150 of the assembling wire connection step (S300), when filling the filling stone 400, it prevents swelling and external shock. To prevent deformation and deformation, the galvanized iron wire with a diameter of 4.0 mm is orthogonal to each other in a + shape by 2 lines, and the reinforcing wire 151 where the intersection between the rim 101 and the mesh wire 102 is welded by electrical resistance. Reinforcing is formed, the mesh wire 102 of the bottom network 160 of the assembling wire mesh connection step (S300), the filling stone 400 by the load when the filling stone 400 is filled in a rectangular gaebion 100 enclosure The galvanized iron wire having a wire diameter of 2.0 mm to 3.8 mm is formed of a gabion flexible iron wire 105 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 according to the shape of the ground. The straight portion of the assembling wire connection step (S300), combines the lower sides of the left and right side networks 130 and 140 with spiral wires S on both vertical sides of the bottom network 160 to form a unit body m. The unit (m) is connected and installed along a hiking trail, but the gap network (170) is set vertically between the front and rear units (m, m1), and on both sides of the front and rear bottom network (160) (160). The combined left and right side networks 130 and 140 are vertically raised, and both the vertical sides of the gap network 170 and the junction sides between the front and rear left and right side networks 130 and 140 and the gap network ( In the maintenance method of the excavated dry railing type hiking trail using square gaebion, which is installed by combining the lower side of 170 and the front and rear bottom networks 160 and 160 with spiral wires S,
The flat and bottom portions of the curved portion of the assembly wire connection step (S300), the upper and lower sides of the horizontal side and the horizontal side of each of the upper and lower sides of the flat network 150 and bottom network 160 of the last rectangular gaebion 100 of the straight portion. 1000 mm spiral wires (S) are horizontally joined to each of the contacting sides, and another 1000 mm spiral wires (S) are again horizontally joined to the 1000 mm spiral wires (S). The next straight part connected to S) is the initial gap network 170 of the first rectangular gaebion 100, that is, the upper and lower sides of the front network 110 and another 1000 mm spiral iron wire S are connected in a horizontal direction to connect the curved part of the trail It is installed open to correspond to the curvature of, the side portion of the curved portion, the left side network 130 (or the right side network 140) and the gap network 170 of the last rectangular gaebion 100 of the straight portion are vertically connected to the joint side. 300mm spiral wire (S) is coupled in the vertical direction, the 300mm spiral wire (S) to the other 300mm spiral wire (S) by repeating the operation in the vertical direction by repeating the last 300mm spiral wire (S) to the next straight line The first side of the square gaebion 100, the left side network 130 (or right side network 140) and the gap network 170, that is, the front side of the vertical network 110 and the other side of the junction and another 300mm spiral wire (S) It is characterized in that it is installed by opening and closing one side curved portion (any one selected from the left curved portion or the right curved portion) to correspond to the curvature of the curved portion hiking path by connecting and connecting in the vertical direction.

It will be described in more detail below.

1. Climbing linear operation step (S100)

First, the linear operation step (S100) of the hiking trail is a step of determining a straight trail and a curved section of the trail to be maintained, grasping the soil-shaped road, the soft ground road, and the slope to determine the trail to be repaired along the damaged trail and drawing a dictionary sketch. .

Defining an accurate maintenance route that requires the maintenance of a damaged hiking trail can dramatically shorten the air.

The soil-shaped trails damaged by heavy rains are uneven and uncomfortable to walk due to erosion, waterway, and scour.

It is very difficult to excavate a sandy road, so prepare it for installation directly on a sandy road, but do not require flattening the entire floor.

2. Assembly wire mesh preparation step (S200)

In this specification, for the sake of convenience, the concept of the front, back, left, right, flat and bottom surfaces of the orthogonal projection method will be borrowed to describe the assembled wire mesh forming the rectangular gaebion 100.

Therefore, the front, back, left, right, and flat surfaces of the rectangular gabion 100 formed in the shape of a rectangular parallelepiped, each of the assembled wire meshes are the front network 110, the back network 120, the left network 130, and the right surface. It will be referred to as the network 140, the flat network 150 and the bottom network 160, and as shown in FIG. 2, the gaps between the front and rear units (m, m1) are separated, and the front and rear units (m, m1) ) The assembled wire mesh that is vertically coupled between the front and rear bottom networks 160 and 160 will be referred to as a gap network 170.

The method of overhauling the trail of the present invention is made of a structure in which a rectangular gaebion (100) enclosure that shares a gap network (170) between front and rear units (m, m1) is formed in succession. Therefore, it should be noted that, in this specification, the gap network 170 indicates the front network 110 or the rear network 120 of the rectangular gaebion 100 enclosure in some cases. In addition, in this specification, it should be understood that the square gabion 100 and the square gabion 100 enclosure are used interchangeably.

This assembling wire mesh preparation step (S200), assembly wire mesh, galvanized steel wire, gabion ductile iron wire 105, spiral wire (S), connection to be used in the maintenance method (1) of the excavation dry railing type using square gabion It is a step of preparing the molten iron wire 103 and the fixing clip (not shown).

Assembled wire mesh forming a square gabion 100 for hiking trail maintenance of the present invention is a mesh wire that is orthogonal to the horizontal and vertical directions with a mesh frame of 77×77mm intervals inside the rectangular frame 101 and the rectangular frame 101. It is formed of (102), is formed by welding the intersection of the rim 101 and the mesh line 102 by electrical resistance, the rim 101 is formed of a 4mm galvanized iron wire diameter, the mesh line 102 It is formed of silver and 3.2mm galvanized iron wire.
As shown in Fig. 5, a flat network 150 among the assembled wire meshes is a quadrangular rim 101 and a net that is orthogonal to the horizontal and vertical directions with a mesh network of 77×77 mm inside the rectangular rim 101. It is formed of a neck line 102, and is formed by welding the intersection of the frame 101 and the network line 102 by electrical resistance.

Among the assembled wire mesh, the front network 110, the back network 120, the left network 130, the right network 140, and the tees 101 of the gap network 170 are each formed to a standard of 1,000 mm width and 300 mm width. .

In addition, the rim 101 of the flat network 150 and the bottom network 160 among the assembled wire mesh is formed to a standard of 1,000mmm width and 1,000mm width.

At this time, in the central portion of the planar network 150, as shown in FIG. 5, the galvanized iron wire having a diameter of 4.0 mm is orthogonal to each other in a +-shape by two lines, and the intersection of the frame 101 and the mesh line 102 is The reinforcing wire 151 welded by electrical resistance is reinforced, and when filling the filling stone 400 by the reinforcing wire 151, it is possible to prevent swelling and prevent external shock and deformation.

In particular, the mesh line 102 of the bottom network 160 is formed of a ductile ductile iron wire 105 that is a galvanized iron wire.
The bottom network 160, the mesh line 102, as shown in Figures 1 and 8, when filling the fill stone 400 in the square gaebion 100 enclosure, the fill stone 400 is the ground The galvanized iron wire having a wire diameter of 2.0 mm to 3.8 mm is twisted to form a gabion-shaped ductile iron wire 105 having a mesh shape in a square or hexagonal shape so that it can be easily integrated with the ground depending on the shape.

That is, the gabion ductile iron wire 105 is preferably formed into a square or hexagonal shape of a mesh by twisting a galvanized iron wire having a wire diameter of 2.0 mm to 3.8 mm.

If the wire diameter of the gabion ductile iron wire 105 is less than 2.0mm, there was a phenomenon that the weight of the filling stone 400 could not be withdrawn, and when it exceeded 3.8mm, the mesh line 102 was applied to the load of the filling stone 400. ) Is not desirable because it does not flexibly settle to the shape of the ground and does not integrate with the ground.

The reason why the mesh line 102 of the bottom network 160 is formed of a gabion ductile ductile iron wire 105 is a mesh lattice 102 made of a gabion ductile iron wire 105 when the filling stone 400 is filled in a square gabion 100 ) Is to allow the filling stone 400 to easily integrate with the ground by being seated on the ground flexibly according to the shape of the ground by the load of the filling stone 400.

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

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 iron wire having a wire diameter of 2.2 mm.

The spiral wires (Spiral binders, S) is a wire used to combine the contact sides of each assembly wire mesh forming a square gaebion (100), the spiral wire (S) is wound once or twice in a single mesh It is preferred.

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

On the trail of the curved part, the spiral part (S) having a large rotating spiral diameter is horizontally arranged on the bottom part and the flat part, and the spiral part (S) with a large rotating spiral diameter is vertically overlapped on the bottom part and the flat part. After installation, it can be installed to correspond to the curvature of the road by spreading and installing to conform to the topography of the curved portion.

In addition, the connecting wire (Lacing wire. 103) is formed of a galvanized iron wire having a diameter of 2.2 mm, and is used as a fastening iron wire that binds the adjacent portions of the square gaebion 100 when it is continuously installed. Alternatively, it is also called a bundled iron wire, and is prepared in a predetermined amount according to the environment of the hiking trail.

However, a fixed clip (not shown) may be useful to continuously install and combine the square gaebion 100, so it is also preferable to prepare a fixed amount of the fixed clip (not shown) to meet the environment of the construction site. .

3. Assembling wire mesh connection step (S300; square gaebion enclosure forming step)

Assembling wire mesh connecting step (S300) is a step of forming a square gabion, and as shown in FIG. 3, it is a step of forming a square gabion 100 by connecting and connecting the assembling wire mesh one after another without excavating the road surface to be maintained. .

In other words, the inventors-free method for the maintenance of a non-excavated dry railing trail using square gaebion (1) is a very easy maintenance method since the trail is maintained on the ground without excavating the ground to a predetermined depth to repair the damaged trail surface. to be.

This assembly wire connection step (S300), a. Straight section connection process and b. It is divided into a curved section connecting process, and the straight section connecting process consists of (1) a unit formation process (2) a square opening enclosure forming process (3) a flat network connection process.

end. Straight section connection process

(1) Unit formation process

1 is an explanatory view of forming a unit body m in which the left and right side networks 130 and 140 are coupled to the left and right vertical sides of the bottom surface 160 of the present invention.

First, a unit m is formed by combining the lower sides of the left and right side networks 130 and 140 with spiral wires S on both the left and right sides of the bottom network 160.

At this time, the mesh line 102 of the bottom network 160 is formed of a ductile ductile iron wire 105 that is a galvanized iron wire.

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

If the wire diameter of the gabion ductile iron wire 105 is less than 2.0mm, there was a phenomenon that the weight of the filling stone 400 could not be withdrawn, and when it exceeded 3.8mm, the mesh line 102 was applied to the load of the filling stone 400. ) Is not desirable because it does not flexibly settle to the shape of the ground and does not integrate with the ground.

The reason why the mesh line 102 of the bottom network 160 is formed of a gabion ductile ductile iron wire 105 is a mesh lattice 102 made of a gabion ductile iron wire 105 when the filling stone 400 is filled in a square gabion 100 ) Is to allow the filling stone 400 to easily integrate with the ground by being seated on the ground flexibly according to the shape of the ground by the load of the filling stone 400.

(2) Square Gaebion enclosure forming process

2 and 3, the lower network 160 is positioned at the junction of the bottom network 160 of the unit (m) and the unit (m1) in a vertical direction to combine the lower sides and the left and right name networks (130) (140). It is an explanatory diagram explaining that the square gaebion 100 is formed by vertically raising and combining with the left and right sides of the gap network.

The process of forming a rectangular gaebion enclosure is made by connecting the bottom network 160 of the unit body (m) to match the bottom side of the gap network 170 to the contact side between the front bottom network 160 and the rear bottom network 160, thereby matching This is the process of connecting the three sides horizontally with a spiral wire (S) to connect to the hiking trail maintenance destination.

At this time, the left and right side networks 130 and 140 of the front and rear sides, which are coupled to the left and right sides of the gap network 170 and the left and right sides of the bottom network 160, vertically stand in contact with each other. The three sides are combined in a vertical direction with a spiral wire (S), as shown in Figure 3, to form a rectangular gabion (100) enclosure to the maintenance destination of the trail. The rear network 120 will be coupled to the final hiking trail maintenance destination.

delete

(3) Plane network connection process

5 is an explanatory diagram for explaining a state in which a flat network is coupled to one side of the rectangular gaebion enclosure of FIG. 4.

The flat network connection process, the spiral side of each of the planar network 150 to the upper side of any one selected from the left side network 130 or the right side network 140 of the series of square gaebion 100 formed in minutes, respectively, the spiral wire (S ) And open.
FIG. 5 of the present embodiment assumes the case where the lower side of the planar network 150 is coupled to the upper side of the left side network 130 of the rectangular gaebion 100 enclosure by a spiral wire S.

In the future, after filling the filling stone 400 with the square gaebion 100, the remaining 3 sides of the planar network 150, that is, the upper and left and right sides of the planar network 150, respectively, are placed on the top of the box. Will be combined.

At this time, in the central portion of the planar network 150, as shown in FIG. 5, the galvanized iron wire having a diameter of 4.0 mm is orthogonal to each other in a +-shape by two lines, and the intersection of the frame 101 and the mesh line 102 is The reinforcing wire 151 welded by electrical resistance is reinforced, and when filling the filling stone 400 by the reinforcing wire 151, it is possible to prevent swelling and prevent 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 the right side part) of the curved part of the mountain climbing road surface that is linearly worked is a 300 mm spiral iron wire (S) on the joint side that vertically establishes the left side network 130 (or right side surface 140) and the gap network 170. Combined in the vertical direction, the 300mm helical wires (S) on the helical wires (S), vertically erected, and then continuously overlapped, and then left side network 130 (or right side network 140) of the following square Gaebion 100 enclosure By vertically joining the spiral wire S to the vertical joint side of the gap network 170, the spiral wire S is spread out and installed to correspond to the curvature of the curved portion of the trail, so that it can be installed to correspond to the curvature of the curved portion of the trail. .
That is, the side portion of the curved portion, the left side network 130 (or the right side surface 140) of the last square gaebion 100 of the straight portion and the gap network 170 is vertically connected to the junction side contacting the 300mm spiral wire (S) Combined in the vertical direction, and then repeat the operation of combining the other 300mm spiral wire (S) in the vertical direction again to the 300mm spiral wire (S) to the last 300mm spiral wire (S), the next straight part first square gaebion (100) The left side network 130 (or right side network 140) and the gap network 170 are vertically joined to connect the connecting side and another 300 mm spiral wire S in the vertical direction to correspond to the curvature of the curved trail. As a matter of fact, one side of the curved portion (either a left curved portion or a right curved portion) is installed at a distance.

In addition, the planar network 150 and the bottom network 160 of the curved portion are the same in the same way, each of the upper sides of the planar network 150 and the bottom network 160 and the junction side where the upper and lower sides of the gap network 170 contact each other. The 1000mm spiral wire (S) is horizontally coupled to the 1000mm spiral wire (S), and the other 1000mm spiral wire (S) is continuously overlapped in the horizontal direction, followed by a planar network (150) of the square gaebion (100) enclosure ) And horizontally coupled with another 1000 mm spiral wire (S) to each joint side where the horizontal side of the bottom network 160 and the upper and lower sides of the gap network 170 contact each other, spiral to correspond to the curvature of the curved portion of the trail By installing the iron wire S in a fan shape, it can be installed to correspond to the curvature of the curved portion of the trail.
That is, the flat part and the bottom part of the curved part are 1000 mm from each of the horizontal sides of the planar network 150 and the bottom network 160 of the last rectangular gaebion 100 of the straight part and the upper and lower sides of the gap network 170. The spiral wire (S) is joined in the horizontal direction, and then the operation of joining the other 1000 mm spiral wire (S) in the horizontal direction to the 1000 mm spiral wire (S) is repeated, followed by the next straight part leading to the last 1000 mm spiral wire (S). The initial gap network (170) of the first square gaebion (100), that is, the upper and lower sides of the front network (110) are connected by connecting another 1000mm spiral iron wire (S) in the horizontal direction to be installed in response to the curvature of the curved trail do.

Of course, the coupling portion between the spiral wire S installed on the side portion of the curved portion of the trail and the spiral wire S installed on the bottom and upper surfaces will be safe if it is firmly coupled by the connecting type wire 103.

4. Railing holding stage fixing step (S400)

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

The railing brace fixing step (S400) is a step of stabilizing the rectangular gabion 100 by closely fixing the railing brace 210 to the left and right sides of the rectangular gabion 100 enclosure, as shown in FIG. 4.

The handrail 210 is formed of a round or rectangular pipe body made of iron having a sharp 10 mm thickness at the bottom, but is preferably formed of a rectangular pipe body. In this embodiment, a case of forming a rectangular pipe body will be described.

The handrail support 210 is formed with an outer diameter of 100 mm and an inner diameter of 80 mm.

The railing support 210 is fixed to the left and right sides of the square Gabion 100 box with a width of 1m × 1m and a height of 30cm, which is installed on the road width assumed to be 1.2m to 1.5m wide, and the vertical distance is 1.5 to 2.0m apart Is installed as

The upper part of the handrail support 210 is opened to become the insert part of the railing stand 220, the lower part becomes the ground support part, and the anchoring block 220 is inserted into the upper opening to fix the dry excavation railing.

The upper and lower plural upper and lower horizontal flat irons 311 and 312 are coupled to opposite surfaces of the railing column 210 fixedly fixed with the square gabion 100 interposed therebetween, and the length of the square gabion 100 A plurality of upper and lower vertical flat irons 321 and 322 are coupled to opposite surfaces of the railing pillar 210 fixed in the direction.

The flat iron (300; 311, 312, 321, 322) is formed of a steel material having a width of 50 to 65 mm and a thickness of 3.0 mm to 4.5 mm. As shown in FIG. 4, both ends have a bent portion 301 bent upward. It is formed, the bending portion 301 is formed with a plurality of coupling holes 302, each having a coupling bolt (not shown).

The railing pillar 210 is fixed to the left and right sides of the square gabion 100 and is fixed across the left and right sides of the square gabion 100 and passes through the network adjacent to the gap network 170, and the lower horizontal flat iron 311 (312) 312 It is bolted by ), it is fixed by being bolted by the upper and lower longitudinal flat iron (321, 322) bolted to the opposite surface of the railing pole 210 fixed in the longitudinal direction.

At this time, each of the upward and downward bending portions 301 of the upper and lower transverse flat irons 311 and 312 are bolted while overlapping the mesh line 102, and the coupling bolts (not shown) are meshed even if the railing pole 210 is settled. It is desirable to be coupled to the upper portion of the mesh line 102 so that it can be caught on the neck line 102.

The pointed portion formed on the lower portion of the railing supporter 210 is applied to the lower horizontal flat iron 312 so that the load of the fill stone 400 is fixed to the ground.

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

The railing prop 210 is not driven into the ground, but when the fill stone 400 is filled in the square gaebion 100, the railing is subjected to the load on the lower horizontal flat iron 312 of the upper and lower horizontal flat iron 311 and 312. The holding 210 is fixed to the ground by the load and becomes a non-excavation dry railing, and at this time, it is balanced without shaking by the upper horizontal flat iron 311.

The vertical spacing of the railing pillars 210 is formed at intervals of 1.5 to 2.0 m. When curves with a large curvature are formed on the trail, the railing pillars 210 are adjusted by adjusting the lengths of the upper and lower vertical flat irons 321 and 322. ) Will be adjustable.

5. Filling stone filling and flat network combining step (S500)

6 and 8 are explanatory diagrams showing a state in which the gabion enclosure of FIG. 5 is filled with a filling stone and a flat network is combined, and then a railing bar and railing lines are constructed and a palm mat is constructed.

The inside of the rectangular gaebion (100) enclosure installed as described above is filled with natural stone collected from the surroundings to form a porous structure with sufficient voids.

The natural stone will not be limited in size, but is preferably 10 cm to 20 cm in diameter as a rule of thumb.

The natural stone may be replaced with a concrete lump that is a construction waste material that is a by-product of the construction site.

If the size of the fill stone 400 is 10 cm or less in diameter, the pores are small and water is difficult to pass through. If the diameter is more than 20 cm in diameter, the pores are too large, which may cause inconvenience to walking, and it is too heavy for construction difficulties.

The upper surface of the installed square gaebion (100) enclosure is preferably filled with makeup stones (smoothly selected stones) to tidy the surface.

The square gaebion 100 filled with the fill stone 400 covers the planar network 150 of the enclosure, and the remaining three sides of the planar network 150, that is, the upper and left and right sides of the planar network 150 are square gaebion 100 The installation of the square gaebion 100 is completed by combining the spiral wires S to the top of the enclosure.

Square gabion (100) If the natural stone or concrete lump filled inside the enclosure is blown out and each side of the planar network (150) is not aligned side by side, the top of the square gabion (100) enclosure cannot be joined by a spiral wire (S). It will also be possible to combine using a connecting wire 103 or a fixing clip (not shown) on the upper end of the rectangular gaebion 100 enclosure corresponding to each side of the network 150.

6. Step of fixing the railing and installing the palm mat (S600)

FIG. 6 is an explanatory view showing the state of constructing a railing bar and railing line, and constructing a palm mat after filling a filling stone in a gaebion enclosure of FIG. 5 and combining a flat network, and FIG. It is a conceptual diagram showing the condition of a mountain road that has been damaged by the dry railing trail maintenance method.

Construction method for maintenance-free dry railing-type hiking trail using square gabion, which is the present inventor for a damaged hiking path, by installing palm mat 500 on top of installed square gabion 100 and installing railing bar 220 and railing line 230 (1) Maintenance of the damaged hiking trail by is completed.

According to FIG. 8, the filled stone 400 is filled in the rectangular gabion 100 enclosure, and the mesh line 102 of the gabion ductile iron wire 105 is flexibly seated according to the shape of the uneven ground by the load. Chaeumseok 400 can be seen in a stable shape while forming an integral with the ground.

The present invention has been described in detail with respect to the maintenance method (1) of the excavated dry railing type using a square gaebion, but the present invention is not limited to this, and various details within the scope of the claims and the detailed description of the invention and the accompanying drawings. It is possible to carry out the modification to, and it will be apparent that it also belongs to the scope of the present invention.

1 Construction method of maintenance-free dry railing trail using square gabion
m,m1 unit R trail S spiral wire
100 Square Gaebion 101 Te 102 Manmok Wire 103 Connecting Wire 105 Gabion Flexible Wire
110 Front network 120 Back network 130 Left network 140 Right network 150 Flat network 151 Reinforcing wire 160 Bottom network 170 Gap network
210 Railings 220 Railings 230 Railing lines
300 Flat iron 301 Bending part 302 Joiner
311 Upper horizontal flat iron 312 Lower horizontal flat iron 321 Upper vertical flat iron 322 Lower vertical flat iron
400 Fill Stone
500 palm mat
S100 Trail Linear Work Stage
S200 assembly wire mesh preparation step
S300 assembling wire connection step (square gaebion enclosure formation step)
S400 railing holding stage
S500 Filling Stone Filling and Plane Network Combination Step
S600 railing fixing and palm mat installation steps

Claims (6)

Climbing linear operation step (S100) and; An assembly wire mesh preparation step (S200); Assembling wire connection step (S300); A handrail holding step (S400); Filling stone filling and flat network coupling step (S500); And a railing bar fixing and palm mat installation step (S600); in the center portion of the flat network 150 of the assembling wire connection step (S300), when filling the filling stone 400, it prevents swelling and external shock. To prevent deformation and deformation, the galvanized iron wire with a diameter of 4.0 mm is orthogonal to each other in a + shape by 2 lines, and the reinforcing wire 151 where the intersection between the rim 101 and the mesh wire 102 is welded by electrical resistance. Reinforcing is formed, the mesh wire 102 of the bottom network 160 of the assembling wire mesh connection step (S300), the filling stone 400 by the load when the filling stone 400 is filled in a rectangular gaebion 100 enclosure The galvanized iron wire having a wire diameter of 2.0 mm to 3.8 mm is formed of a gabion flexible iron wire 105 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 according to the shape of the ground. The straight portion of the assembling wire connection step (S300), combines the lower sides of the left and right side networks 130 and 140 with spiral wires S on both vertical sides of the bottom network 160 to form a unit body m. The unit (m) is connected and installed along a hiking trail, but the gap network (170) is set vertically between the front and rear units (m, m1), and on both sides of the front and rear bottom network (160) (160). The combined left and right side networks 130 and 140 are vertically raised, and both the vertical sides of the gap network 170 and the junction sides between the front and rear left and right side networks 130 and 140 and the gap network ( In the maintenance method of the excavated dry railing type hiking trail using square gaebion, which is installed by combining the lower side of 170 and the front and rear bottom networks 160 and 160 with spiral wires S,
The flat and bottom portions of the curved portion of the assembly wire connection step (S300), the upper and lower sides of the horizontal side and the horizontal side of each of the upper and lower sides of the flat network 150 and bottom network 160 of the last rectangular gaebion 100 of the straight portion. 1000 mm spiral wires (S) are horizontally joined to each of the contacting sides, and another 1000 mm spiral wires (S) are again horizontally joined to the 1000 mm spiral wires (S). The next straight part connected to S) is the initial gap network 170 of the first rectangular gaebion 100, that is, the upper and lower sides of the front network 110 and another 1000 mm spiral iron wire S are connected in a horizontal direction to connect the curved part of the trail It is installed open to correspond to the curvature of, the side portion of the curved portion, the left side network 130 (or the right side network 140) and the gap network 170 of the last rectangular gaebion 100 of the straight portion are vertically connected to the joint side. 300mm spiral wire (S) is coupled in the vertical direction, the 300mm spiral wire (S) to the other 300mm spiral wire (S) by repeating the operation in the vertical direction by repeating the last 300mm spiral wire (S) to the next straight line The first side of the square gaebion 100, the left side network 130 (or right side network 140) and the gap network 170, that is, the front side of the vertical network 110 and the other side of the junction and another 300mm spiral wire (S) A non-excavated dry railing trail using a square gaebion, characterized in that it is installed in a vertical direction by connecting and connecting one curve part (either a left curve part or a right curve part) to correspond to the curvature of the curved part trail. Mechanic method. delete delete delete delete delete

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