JP4698690B2 - Slope stabilization method for suppressing sediment runoff and surface sediment runoff suppression member used for this - Google Patents

Description

  The present invention relates to a slope stabilization method for stabilizing a slope with a large number of anchors, bearing members attached to the anchor head, and a rope connecting the anchor head, and in particular, enables suppression of surface sediment discharge. The present invention relates to a slope stabilization method and a surface sediment control member used for the slope stabilization method.

A slope stabilization method that installs a large number of anchors on the slope, attaches a bearing member to the head of each anchor, tightens it to give support pressure to the ground, and connects the anchor heads with wire ropes Since it is possible to stabilize the slope by leaving the trees, the natural slope stabilization work is better in terms of environmental protection, landscape, etc. compared to the glue frame construction method in which a grid-like frame made of concrete or mortar is installed on the slope. It is excellent as a law.
However, this slope stabilization method using anchors, bearing members, and wire ropes is a method that leaves trees and grass that grow naturally on the slope, so it is possible to prevent sediment from flowing out on slopes with plants. However, unlike the glue frame method, the slope is not partitioned by a structure, and the weak point is that the effect of preventing the outflow of surface soil is low on slopes where there are no plants. In this case, the reinforcing ribs and the wire rope of the bearing member slightly contribute to the suppression of the outflow of the surface soil, but it is difficult to supplement more than a certain amount of soil.

  In addition, in order to suppress sediment discharge with this type of slope stabilization method, a method of passing a belt-like net member between the bearing member and the bearing member at a right angle or an angle to the slope is disclosed in this application. It is an applicant's patent (see Japanese Patent No. 3374661).

Japanese Patent No. 3374061

  As described above, the surface sediment discharge suppression effect by the pressure bearing member and the wire rope is not sufficient, although there is a slight effect on the slope where there is no plant. On the other hand, the method of passing the belt-like mesh member between the support members can effectively suppress the surface sediment discharge, but the work of passing the mesh member is somewhat troublesome and the cost is slightly increased. There are drawbacks.

  The present invention has been made under the above-mentioned background, and while stabilizing the slope with an anchor, a bearing member and a rope, the slope stabilization method capable of effectively suppressing the outflow of surface soil, and to this It aims at providing the surface layer sediment outflow suppression member to be used.

The invention of claim 1 which solves the above-mentioned problem is that a large number of anchors are installed on the slope, and a supporting member is attached to the head of each anchor to fasten it to give a supporting pressure to the ground. In the slope stabilization method that connects the parts with a rope,
On the rope,
A plurality of ring-shaped wire rods with a gap having a gap in a part in the circumferential direction, and an axial direction for connecting the outer peripheral portions of the ring-shaped wire rods arranged so as to be spaced and aligned with the gaps. A surface layer sediment runoff suppression member that is composed of a plurality of linear wires and can block the movement of the surface layer sediment below the slope,
It attaches by inserting a rope in a hollow ring from the clearance gap of the said ring-shaped wire with a clearance gap, It is characterized by the above-mentioned.

In the invention of claim 2, a large number of anchors are installed on the slope, and a supporting member is attached to the head of each anchor to fasten it to give a supporting pressure to the ground. In connecting slope stabilization method,
On the rope,
A plurality of ring-shaped wire rods with recesses having recesses in a part of the circumferential direction, and an axial direction for connecting the outer peripheral portions of the ring-shaped wire members arranged so as to be spaced and aligned with the positions of the recesses. A surface layer sediment runoff suppression member that is composed of a plurality of linear wires and can block the movement of the surface layer sediment below the slope,
It attaches by accommodating a rope in the recessed part located above the ring-shaped wire with a recessed part, It is characterized by the above-mentioned.

In the invention of claim 3, a large number of anchors are installed on the slope, and a supporting member is attached to the head of each anchor to fasten it to give supporting pressure to the ground, and between the anchor heads with a rope In connecting slope stabilization method,
On the rope,
A substantially spiral wire having a generally spiral shape and a recess formed in a part of a circle when viewed from the front of the spiral, and a plurality of linear wires in the axial direction connecting the outer periphery of the spiral wire Constructed, a surface layer sediment runoff suppression member capable of blocking the downward movement of the surface layer sediment,
It attaches by accommodating a rope in the recessed part located upwards of the said substantially helical wire.

In the invention of claim 4, a large number of anchors are installed on the slope, and a supporting member is attached to the head of each anchor to fasten it to give supporting pressure to the ground, and between the anchor heads with a rope In connecting slope stabilization method,
On the rope,
A surface layer sediment outflow suppression member that is formed of a spiral wire rod having a hollow interior and is capable of blocking the downward movement of the surface layer sediment.
It is characterized by being attached by following the rope and turning it a plurality of times so that the rope enters the inside of the spiral from the spiral end.

Claim 5 is a surface sediment discharge control member used in the slope stabilization method of the sediment discharge control of claim 1,
A plurality of ring-shaped wire rods with a gap having a gap in a part in the circumferential direction, and an axial direction for connecting the outer peripheral portions of the ring-shaped wire rods arranged so as to be spaced and aligned with the gaps. Consisting of multiple linear wires,
The rope is attached to the rope by inserting the rope into a hollow ring from the gap of the ring-shaped wire with gap.

Claim 6 is a surface sediment discharge control member used in the slope stabilization method of the sediment discharge control of claim 2,
A plurality of ring-shaped wire rods with recesses having recesses in a part of the circumferential direction, and an axial direction for connecting the outer peripheral portions of the ring-shaped wire members arranged so as to be spaced and aligned with the positions of the recesses. Consisting of multiple linear wires,
It is attached to a rope by accommodating a rope in the recessed part located upwards of the said ring-shaped wire with a recessed part, It is characterized by the above-mentioned.

Claim 7 is a surface sediment discharge control member used in the slope stabilization method of the sediment discharge control of claim 3,
A substantially spiral wire having a generally spiral shape and a recess formed in a part of a circle when viewed from the front of the spiral, and a plurality of linear wires in the axial direction connecting the outer periphery of the spiral wire Become
It is attached to a rope by accommodating a rope in the recessed part located above the said substantially helical wire.

Claim 8 is a surface sediment discharge control member used in the slope stabilization method of the sediment discharge control of claim 4,
The spirally shaped interior consists of a hollow spiral wire,
The surface earth and sand runoff suppressing member is attached to the rope by following the rope and turning the rope several times so that the rope enters the inside of the spiral from the spiral end.

  According to the present invention, in the slope stabilization method performed using the anchor, the bearing member and the rope, the surface sediment discharge control member capable of blocking the downward movement of the surface sediment is attached to the rope. It is possible to stabilize the slope while leaving the soil, and at the same time, suppress the outflow of the surface soil and maintain an environment in which plants are likely to germinate.

In addition, the surface layer sediment runoff suppression member is made of wire rods and has good water flow, so rainwater that flows on the slope surface can flow gradually down the slope or penetrate into the slope soil without staying. The problem of ground erosion due to the flow of rainwater does not occur.
Thus, it is easy to have both a surface sediment discharge control function and a drainage function.
Moreover, it is easy to increase the length and provide the rope in a wide range, and it is easy to enhance the surface sediment control function.

Further, according to the fourth or eighth aspect, since the surface sediment discharge control member is a simple spiral wire having a hollow inside, it can be manufactured inexpensively and easily.
In addition, since the surface sediment discharge control member made of a spiral wire rod is attached to the rope by being attached to the rope a plurality of times, it can be attached to the rope, so that the attachment work to the rope is also easy.

  Hereinafter, embodiments of the slope stabilization method for suppressing sediment discharge and the surface sediment discharge suppressing member used in the present invention will be described with reference to FIGS.

  FIG. 1 (a) is a plan view of a slope where a slope stabilization method for suppressing sediment discharge according to an embodiment of the present invention is applied, and (b) is a cross-sectional view taken along the line AA in FIG. As shown in these figures, this slope stabilization method is to install a large number of anchors 1 on the slope, and attach a supporting member 2 to the head of each anchor 1 to fasten it, thereby reducing the supporting pressure on the ground. This is a slope stabilization method in which the heads of the anchors 1 are connected by a rope, for example, a wire rope 3.

The detailed structure of the anchor head will be described. As shown in FIG. 2, the bearing member 2 is made of a steel plate, and a cylindrical body 7 is fixed vertically to a bottom plate 6 having an anchor insertion hole at the center. A reinforcing rib 8 provided with a notch 8a for allowing the wire rope 3 to pass therethrough is welded and fixed between the body 7 and the bearing member 2 is arranged on the head of the anchor 1 placed on the ground. The nut 10 is screwed into the threaded portion 1a of the anchor head via the washer plate 9 and tightened to obtain a support pressure to the ground.
In the illustrated example, the wire rope 3 has a triangular shape between three adjacent anchor heads. Specifically, the wire rope 3 is a notch 8 a of the reinforcing rib 8 of the bearing member 2. Through the outer periphery of the cylinder 7.

In the present invention, a surface layer sediment outflow suppression member capable of blocking the downward movement of the surface layer soil is attached to the wire rope 3. In FIG. 1 (a), the surface sediment runoff suppressing member is indicated by 5, 5 ′.
Describing the detailed structure of these surface sediment discharge control members, as shown in FIGS. 3 (a) and 3 (b), the surface sediment discharge control member 5 includes a plurality of gaps having clearances 18 in a part of the circumferential direction. A structure comprising an attached ring-shaped wire 19 and a plurality of linear wires 20 in the axial direction respectively connecting the outer peripheral portions of the respective ring-shaped wires 19 which are arranged so that the gaps 18 are aligned at intervals. It is.
This surface sediment discharge control member 5 can be attached to the wire rope 3 along the longitudinal direction by inserting the wire rope 3 into the gap 18. When the gap 18 is smaller than the diameter of the wire rope 3, the wire rope 3 can be put in by widening the gap.
In addition, when the rigidity of the ring-shaped wire 19 to be used is low, the gap through which the wire rope 3 passes, as shown in FIG. ), And an actual gap may be generated when expanded.

At the time of rainfall, surface soil such as fallen leaves, twigs, earth and sand flows down the slope together with rainwater, but the surface sediment discharge control member 5 attached to the wire rope 3 effectively makes such surface sediment flow down. Can be prevented. Further, since the surface sediment discharge control member 5 is made of a wire material and has a mesh, water flow is good. Rainwater does not stay in the surface sediment discharge control member 5 and gradually flows downward or within the slope soil. It can prevent rainwater from adversely affecting slope stabilization.
Moreover, according to this surface sediment discharge control member 5, the surface sediment discharge suppression effect can be effectively achieved by appropriately setting the mesh size.

  The surface layer sediment run-off suppressing member 5 is, so to speak, a short cylindrical wire mesh having a gap 18 at one place in the circumferential direction, but is a quadrangular weld in which a vertical wire and a horizontal wire are welded and fixed in a lattice shape. A wire mesh can also be obtained by forming a cylindrical shape leaving a gap. Moreover, it can also manufacture using wire meshes other than a welded wire mesh.

FIG. 4 shows a modified example of the surface sediment discharge control member 5 of FIG. The surface sediment discharge control member 22 uses a substantially ring-shaped wire 24 having a recess 23 in a part of the circumferential direction instead of the substantially ring-shaped wire 19 having the gap 18 in the surface sediment discharge suppression member 5 of FIG. In other words, a plurality of substantially ring-shaped wires 24 spaced apart are connected by a plurality of linear wires 25 in the axial direction.
In the case of the surface sediment discharge control member 22, the wire rope 3 can be accommodated in the recessed portion 23 positioned above and attached to the wire rope 3 as shown in FIG.

Although the surface sediment discharge control member 5 in FIG. 3 is short, as shown in FIG. 5, when the surface sediment discharge suppression member 5 ′ having the same structure and length as the surface sediment discharge suppression member 5 is used, Sediment runoff suppression effect increases.
The surface sediment discharge control member 22 shown in FIG. 4 can also be used with a longer length as in FIG.

Further, as shown in FIG. 6, a plurality of linear wires 29 in the axial direction are welded and fixed to the outer periphery of the spiral wire 28 formed in a spiral shape, and the surface layer sediment outflow is provided with a recess 30 as in FIG. The suppression member 31 can also be used. The surface sediment discharge control member 31 is used in the same manner as the surface sediment discharge suppression member 22 of FIG.
Moreover, as shown in FIG. 7, the surface sediment discharge control member 32 which consists only of the short spiral wire 28 'with a hollow inside can also be used. In this case, the surface sediment discharge control member 32, which is a spiral wire, is rotated a plurality of times along the wire rope 3 (that is, the wire rope 32 enters the inside of the spiral from the spiral end of the surface sediment discharge suppression member 32). The wire rope 3 can be passed through the spiral.

The above-mentioned surface sediment discharge control member in the present invention is excellent as surface sediment discharge control means on a natural slope as described below. In other words, the slope stabilization method using concrete or mortar for the slope stabilization method or the slope stabilization method for installing the bag filled with greening materials can stop the sediment flow, but it flows down the slope surface. The rain water that stops is also stopped. For this reason, the bag filled with the greening material is corroded, and the seeds of the greening material are rotted. In addition, in concrete and mortar glue frames, when rainwater is stopped and the amount exceeds a certain level, water flows at a stretch, so erosion / collapse of earth and sand is likely to occur. In fact, in a normal glue frame, many phenomena have been confirmed in which the lower part of the glue frame is eroded.
On the other hand, the surface layer sediment runoff suppressing means in the present invention is simply attached to the wire rope 3 with a substantially cylindrical net-like surface layer sediment runoff suppressing member made of a wire, so there is no fear of retaining a large amount of rainwater flowing on the slope surface, As mentioned above, rainwater gradually flows down the slope or infiltrates into the slope soil while supplementing the fallen leaves, twigs, earth and sand etc. that flow along with the rainwater. Does not occur.

  In the present invention, the anchor is not limited to the one that is driven into the ground, but may be installed by a method such as inserting the anchor into a thin hole that has been previously drilled and injecting grout. Further, the supporting member is not limited to the structure of the illustrated example, and any member can be used as long as it can be attached to the head of the anchor and can apply the supporting pressure to the ground when fastened. In addition, the rope connecting the anchor heads is usually a wire rope, but is not limited thereto, and a resin rope or the like can be used. Moreover, the connection method which connects between anchor heads with a rope is not restricted to a method like FIG. 2, A various method is employable. Further, the arrangement of the anchors is not limited to the arrangement as shown in FIG. 1, and is arbitrary, for example, a simple lattice arrangement. In addition, the rope routing pattern in the case of connecting the anchor heads with the rope is routed so as to form a triangle in the embodiment, but is not limited thereto, and can be routed in an arbitrary pattern.

(A) is a top view of the slope which constructed the slope stabilization construction method of earth and sand outflow suppression of one Embodiment of this invention, (b) is AA sectional drawing of (a). It is sectional drawing which showed the detailed structure of one anchor head vicinity in FIG. (A) is a front view showing the details of one surface sediment discharge control member 5 in FIGS. 1 and 2, (b) is a cross-sectional view along BB of (b), (c) is (b), (b) It is a figure explaining the modification of the surface layer earth and sand outflow suppression member of (). The other embodiment of a surface layer sediment outflow suppression member is shown, (A) is a front view, (B) is CC sectional drawing of (A). The other embodiment of a surface layer sediment outflow suppression member is shown typically, (A) is a front view, (B) is a right view of (A). The other embodiment of a surface layer sediment outflow suppression member is shown typically, (A) is a front view, (B) is a right view of (A). The other embodiment of a surface layer sediment outflow suppression member is shown typically, (A) is a front view, (B) is a right view of (A).

Explanation of symbols

1 Anchor 2 Bearing member 3 Wire rope (rope)
5, 5 ', 22, 31, 32 Surface sediment discharge control member 19 Ring-shaped wire rods with gaps 20, 25, 29 Linear wire rods 23, 30 Recesses 24 Substantially ring-shaped wire rods 28, 28' Spiral wire rod

Claims (8)

In the slope stabilization method in which a large number of anchors are installed on the slope, a bearing member is attached to the head of each anchor, and this is fastened to give bearing pressure to the ground, and each anchor head is connected with a rope. ,
On the rope,
A plurality of ring-shaped wire rods with a gap having a gap in a part in the circumferential direction, and an axial direction for connecting the outer peripheral portions of the ring-shaped wire rods arranged so as to be spaced and aligned with the gaps. A surface layer sediment runoff suppression member that is composed of a plurality of linear wires and can block the movement of the surface layer sediment below the slope,
A slope stabilization method for suppressing sediment outflow, wherein the rope is attached by inserting a rope into a hollow ring from the gap of the ring-shaped wire with gap. In the slope stabilization method in which a large number of anchors are installed on the slope, a bearing member is attached to the head of each anchor, and this is fastened to give bearing pressure to the ground, and each anchor head is connected with a rope. ,
On the rope,
A plurality of ring-shaped wire rods with recesses having recesses in a part of the circumferential direction, and an axial direction for connecting the outer peripheral portions of the ring-shaped wire members arranged so as to be spaced and aligned with the positions of the recesses. A surface layer sediment runoff suppression member that is composed of a plurality of linear wires and can block the movement of the surface layer sediment below the slope,
The slope stabilization method of earth and sand outflow suppression characterized by attaching by accommodating a rope in the recessed part located above the ring-shaped wire with a recessed part. In the slope stabilization method in which a large number of anchors are installed on the slope, a bearing member is attached to the head of each anchor, and this is fastened to give bearing pressure to the ground, and each anchor head is connected with a rope. ,
On the rope,
A substantially spiral wire having a generally spiral shape and a recess formed in a part of a circle when viewed from the front of the spiral, and a plurality of linear wires in the axial direction connecting the outer periphery of the spiral wire Constructed, a surface layer sediment runoff suppression member capable of blocking the downward movement of the surface layer sediment,
A slope stabilization method for preventing sediment outflow, characterized in that the substantially helical wire is attached by accommodating a rope in a concave portion located above. In the slope stabilization method in which a large number of anchors are installed on the slope, a bearing member is attached to the head of each anchor, and this is fastened to give bearing pressure to the ground, and each anchor head is connected with a rope. ,
On the rope,
A surface layer sediment outflow suppression member that is formed of a spiral wire rod having a hollow interior and is capable of blocking the downward movement of the surface layer sediment.
A slope stabilization method for preventing sediment outflow, characterized in that it is attached by rotating a plurality of times so that the rope enters the inside of the spiral along the rope. It is a surface sediment discharge control member used for the slope stabilization method of the sediment discharge control of claim 1,
A plurality of ring-shaped wire rods with a gap having a gap in a part in the circumferential direction, and an axial direction for connecting the outer peripheral portions of the ring-shaped wire rods arranged so as to be spaced and aligned with the gaps. Consisting of multiple linear wires,
A surface layer sediment outflow suppression member, which is attached to a rope by inserting the rope into a hollow ring from the gap of the ring-shaped wire with gap. It is a surface layer sediment outflow suppression member used in the slope stabilization method for sediment outflow suppression according to claim 2,
A plurality of ring-shaped wire rods with recesses having recesses in a part of the circumferential direction, and an axial direction for connecting the outer peripheral portions of the ring-shaped wire members arranged so as to be spaced and aligned with the positions of the recesses. Consisting of multiple linear wires,
A surface earth and sand outflow suppression member, which is attached to a rope by accommodating the rope in a concave portion located above the ring-shaped wire rod with the concave portion. A surface sediment runoff suppression member used in the slope stabilization method for sediment runoff suppression according to claim 3,
A substantially spiral wire having a generally spiral shape and a recess formed in a part of a circle when viewed from the front of the spiral, and a plurality of linear wires in the axial direction connecting the outer periphery of the spiral wire Become
The surface layer sediment outflow suppression member, which is attached to a rope by accommodating the rope in a concave portion located above the substantially spiral wire. A surface layer sediment runoff suppression member used in the slope stabilization method for sediment runoff suppression according to claim 4,
The spirally shaped interior consists of a hollow spiral wire,
A surface sediment discharge control member which is attached to a rope by attaching the surface sediment discharge control member to the rope and turning the rope multiple times so that the rope enters the spiral from the spiral end.

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