JP2004132021A - Collapse protection work in slope work and slope coating protector used for its method - Google Patents

Abstract

<P>PROBLEM TO BE SOLVED: To provide a collapse prevention method in slope work and a slope coating protector used for its method. <P>SOLUTION: A net-like body formed by zigzag constructing a plurality of wire ropes on anchor bolts from the top a wire netting is stretched after the wire netting has been coated on a slope easy to collapse or causing a dangerous collapse in the future. The slope coating protector includes the anchor bolts (2) mounting lower supporting holding plates (4) inserted and fixed in approximately rectangular shapes in plan view by holding predetermined intervals (W) on the slope (1), a wire netting body (3) stretched along the slope (1) and the net-like body (7) formed by zigzag constructing the wire ropes (8) between the surface of the wire netting body of two rows of the anchor bolts (2) and an upper supporting holding body (5). The wire netting body (3) and the net-like body (7) are connected with a connecting coil (9) at a proper position, and a winding grip (10) is mounted on terminal sites of a pair of two wire ropes. <P>COPYRIGHT: (C)2004,JPO

Description

[0001]
TECHNICAL FIELD OF THE INVENTION
The present invention relates to a collapse prevention method in slope construction and a slope covering protector used for the method, and after covering a wire mesh on a slope that is likely to collapse or a slope that is likely to collapse in the future. An object of the present invention is to stretch a net-like body formed by wrapping a plurality of wire ropes around an anchor bolt in a zigzag manner from above a wire net so as to uniformly press and adhere to a slope.
[0002]
[Prior art]
In general, a wire mesh that is stretched on a slope that is easily collapsed or a slope that is expected to collapse is installed by arranging multiple wire ropes vertically and horizontally on the plane of the wire mesh, and hooking both ends of each wire rope with anchors The structure is such that the wire mesh and the intersection of the vertical and horizontal wire ropes are cast and fixed, supported by an anchor located in the middle, and the wire mesh and the vertical and horizontal wire ropes are stretched.
[0003]
However, for the conventional vertical and horizontal wire ropes covering the wire mesh, it is necessary to prepare a large number of wire ropes and anchor bolts. Further, it takes a lot of time and labor to stretch the wire ropes and connect them at the intersections, resulting in poor work efficiency and danger.
[0004]
Therefore, a large number of wire ropes are sequentially laid or supported on a number of intermediate anchors or a guide fitting in place of a part thereof, and are sequentially arranged in a zigzag shape in the opposite direction to form a mesh, There has been known a rock fall protection net formed by connecting both ends of each wire rope to an end anchor (Japanese Patent Laid-Open No. 11-193510).
As a result, the number of ropes and anchors can be significantly reduced. In addition, it is said that, when the two wire ropes are crossed in the opposite directions, a load is applied almost evenly to the intermediate anchor and the guide fitting, thereby improving the anchor performance and reliability.
[0005]
[Problems to be solved by the invention]
However, in a protection net such as a rockfall that uses a guide fitting in addition to the above-described intermediate anchor, a part of one guide fitting may be used to connect adjacent wire ropes using the guide fitting. There is a possibility that the wire mesh may be lifted off the slope or the wire mesh, and the effect of holding down the wire mesh cannot be denied.
[0006]
[Means for Solving the Problems]
Therefore, the present invention is provided to solve the conventional problems and to achieve the object of the invention. A first aspect of the present invention is a method for preventing collapse in slope construction, in which a plurality of anchor bolts are inserted and fixed in a substantially square shape in plan view while maintaining a predetermined interval on the slope, and the head of the anchor bolt is fixed. Part is projected from the slope, and a lower support plate for supporting the lower surface of the wire mesh is mounted in advance near the head of the anchor bolt, and the wire mesh is covered along the slope. The head of the anchor bolt protrudes upward through the mesh of the wire mesh, the upper support and the nut are mounted on the head of the anchor bolt, and the wire rope of the front position is connected to the wire mesh of the lock bolt. A zigzag bridge is formed between the plane and the upper support so as to form a zigzag shape, and an adjacent next wire rope is zigzag shaped in the opposite direction to the preceding wire rope on the anchor bolt over which the preceding wire rope is laid. To form a mesh while And gradually, and the pre-position and two both terminal sites of a pair of wire rope next order to bind the winding grip, in which the mesh-like body attached with a coupling coil to the net member.
[0007]
A second aspect of the present invention is a collapse prevention method in slope construction, in which an anchor bolt is inserted and fixed in a substantially square shape in plan view while maintaining a predetermined interval (W) on the slope, and the anchor bolt head is mounted. Part is projected from the slope, and a lower support plate for supporting the lower surface of the wire mesh body is attached near the head of the lock bolt in advance, and the wire mesh body is covered along the slope and stretched. The head of the anchor bolt protrudes upward through the mesh of the wire mesh, the upper support and the nut are mounted on the head of the anchor bolt, and the wire rope of the front position is connected to the wire mesh of the lock bolt. It is formed so as to form a zigzag shape while bridging between the flat surface and the upper support, and the adjacent next wire rope is attached to the anchor bolt with the previous wire rope crossed in the opposite direction to the previous wire rope. Nets in a zigzag pattern The body is formed, and both ends of a pair of the front and the next wire ropes are connected to a winding grip or an anchor bolt, and the mesh is attached to the wire mesh with a connecting coil. After being drained using thinned logs and log-receiving wooden piles on a wire rope mesh on a flat surface of a wire rope, fermentation of organic living waste or industrial waste and composting The vegetation base is formed by spraying the sieved soil generated in the field and mixing it with the slope of the log adjacent to the slope direction of the drainage so as to have a predetermined thickness.
[0008]
According to a third aspect of the present invention, in the collapse prevention method for slope construction according to the first or second aspect of the invention, anchor bolts are mounted substantially squarely in plan view while maintaining a predetermined interval on the slope. The anchor bolt head is projected from the slope, and a lower receiving plate (4) for supporting the lower surface of the wire mesh body is mounted near the anchor bolt head in advance, and Stretching the wire mesh along the slope to stretch, the head of the anchor bolt protrudes upward through the mesh of the wire mesh, and an upper support and a nut are attached to the head of the anchor bolt, The front wire rope is laid so as to form a zigzag shape between the wire mesh plane of the lock bolt and the upper support, and the adjacent next wire rope is attached to the anchor bolt over which the front wire rope is laid. Zigzag in the opposite direction to the preceding wire rope The wire mesh is formed while being wound around the wire, and both ends of the pair of wire ropes of the front and the next are connected to the winding grip, and the mesh is connected to the wire netting by a connecting coil. After being stretched on the plane of the wire netting and drained by using log materials and wooden piles for receiving logs on the wire rope netting, organic living waste or industrial Fermentation of waste, composting and sifting of soil generated in the field, mixing, and spraying the slopes of logs adjacent to each other in the direction of the log slope to a predetermined thickness to form a vegetation base Then, a multi-net body is stretched and fixed on the surface of the vegetation base, and a plant such as a seedling or a shrub is planted on the vegetation base immediately above the log in the log-down work.
[0009]
In a fourth aspect of the present invention, in the collapse prevention method in the slope construction according to the first invention or the second invention or the third invention, after the front wire rope is wrapped around the anchor bolt in a zigzag manner, When the next next wire rope is hung on the anchor bolts which the first wire rope is hung over, the net wire body is formed while being slid down from the top of the front wire rope to the bottom. is there.
[0010]
A fifth aspect of the present invention is a slope covering protector used for a collapse prevention method in a slope construction, wherein a lower support plate inserted and fixed in a substantially square shape in plan view while maintaining a predetermined interval on the slope. A plurality of attached anchor bolts, a wire mesh body stretched over the slope, and a mesh formed by zigzagging a wire rope between the wire mesh plane of the anchor bolt and the upper support. The wire netting and the net-like body are connected at appropriate locations by a connecting coil, and a winding grip is attached to a pair of two wire rope ends.
[0011]
A sixth aspect of the present invention is a slope covering protector used in the collapse prevention method in the slope construction according to the fifth aspect of the present invention, wherein a front wire rope is wound around an anchor bolt. The net-like body is formed while the next adjacent wire rope is sunk from the top to the bottom.
[0012]
A seventh aspect of the present invention is a slope covering protector used for a collapse prevention method in the slope construction according to the fifth invention or the sixth invention, wherein a plurality of wire ropes are provided, and the plurality of wire ropes are connected to each other. An interval holding body that bundles the wire ropes at a predetermined interval in the middle between the pair of anchor bolts around which the ropes are wound, and collects the wire ropes at a time when the ropes are spanned in a grid pattern. It is arranged, and the spacing member is attached to a wire rope.
[0013]
According to an eighth aspect of the present invention, there is provided a slope covering protector used in a slope prevention construction method in a slope construction according to the fifth invention, the sixth invention or the seventh invention, wherein a plurality of wire ropes are provided. When the wire ropes are wound around each anchor bolt in a grid pattern, they are grouped together, and a plurality of wire ropes are spread and held at a predetermined interval in the middle between the pair of anchor bolts over which the ropes are wound. A wire frame is formed by arranging a spacing member to be attached, attaching a wire rope to the spacing member, arranging the wire rope in a mesh of a net-like body, and hooking an auxiliary rope to each spacing member. .
[0014]
【Example】
Next, examples of the present invention will be described. Reference numeral 1 denotes a slope, 2 denotes a plurality of anchor bolts which are arranged in a substantially grid shape in a plan view while maintaining a predetermined interval W on the slope, and are fixed and inserted into the ground, and 3 denotes a slope. along a net member stretched over, are the head 2 ₁ of the anchor bolt 2 is projected through the mesh 3 'of the net member.
[0015]
Reference numeral 4 denotes a lower support plate mounted near the head of the anchor bolt 2 and supports the lower surface of the wire netting 3. The said lower support plate, in addition to FIGS. 5 and 6, forming the inclined groove 40 becomes deeper toward the outside from the bolt holes 4 _1, as in FIG. As a result, the crossed wire ropes can be stably held by hanging over the anchor bolts and dipping from top to bottom.
[0016]
5 is a支受body on which支受the plane of the net member 1, deep outwardly equally from the bolt hole 5 ₁ and the inclined grooves 40 of the lower支受plate 4 to the upper支受body Is formed. 6 is a nut screwed on the head ₆₁ of the anchor bolt 2, 7 mesh body covering the upper plane of the wire mesh, 8 is a plurality of wire ropes for shaping the mesh-like body 7, two rows of anchor bolts 2 in a zigzag manner, and pulling both ends thereof to fix them in a pair, and repeatedly passing the leading wire rope 8 ′ and the succeeding wire rope 8 ″ to the anchor bolt 2. forming a mesh body 7 having a mesh 7 _1.
[0017]
9 is a coupling coil coupled to the wire rope 8 at a predetermined position of the wire mesh, 10 is a winding grip connecting two ends of the pair of wire ropes 8, and 11 is a plurality of coils (three in FIGS. 8 to 10). Of the wire ropes 8 ₁ , 8 ₂ , 8 ₃ at a predetermined interval w ′, and the bolts are used to connect the spacers having concave grooves for accommodating the wire ropes to the receiving plates for supporting the same. It is. 12 in the mesh ₇₁ of the mesh body 7 formed by a plurality of wire rope _(chain line portion in FIG. 8 and 9), a rope frame that hooking the auxiliary rope to each interval holding member 11.
[0018]
[Specific examples of construction]
Next, a working example of the present invention will be described.
"Stretching of wire mesh 3 and mesh 7 on slope 1"
(1) A hole H is formed at a position where a plurality of anchor bolts 2 are inserted in a substantially square shape in plan view while maintaining a predetermined interval W on the slope _{1, and} a head 21 of the anchor bolt 2 is formed in the hole. After projecting from the slope 1, the cement milk S is injected into the hole to fix the anchor bolt.
(2) in the vicinity of the head portion 2 ₁ of the anchor bolt 2 previously attached to the lower支受plate 4 to支受the lower surface of the pre-net member 3.
(3) The metal net 3 is stretched along the slope. At this time, the head 2 ₁ of the anchor bolt protrudes upwardly through the mesh 3 'of the net member.
(4) keep bound on支受member 5 and the nut 6 on the head 2 ₁ of the anchor bolt.
(5) The front wire rope 8 ′ is wound in a zigzag manner between the plane of the wire mesh 3 of the two rows of anchor bolts 2 and the upper support 5. Then, both ends of the wire ropes 8 ′ and 8 ″ are temporarily fixed to the anchor bolt 2.
(6) above (5) and the next order adjacent similarly wire rope 8 ", after its upper end is coupled via a wire rope ₈₁ of the upper and winding grip 10 before position, wherein the ( In 5), the front wire rope 8 ′ is wound around the same anchor bolt as the anchor bolt 2, and the lower end thereof is pulled together with the lower end of the front wire rope. In this case, it may be fixed by being hooked to the anchor bolts 2 at the upper and lower ends.
(7) Thereafter, the leading and trailing wire ropes 8 'and 8 "are sequentially repeated in the same manner to form the net-like body 7 as shown in FIGS.
[0019]
"Drainage ditches after wire mesh 3 and mesh 7 are stretched on slope 1 (FIGS. 11 to 13)"
(1 ′) The step of stretching the wire netting 3 and the net 7 on the slope 1 is the same as the steps (1) to (7) in the paragraph “0018”.
(2 ′) A drain ditch C at a predetermined location on the slope is excavated in the vertical direction, and the log 13 is disposed so as to be opposed to the lateral direction and inclined downward toward the drain ditch with the drain ditch interposed therebetween. The log is supported by a wooden pile 14, a vegetation base material is sprayed between logs in the vertical direction to form a vegetation base 15, and a drainage ditch is constructed.
[0020]
"Multi net tensioning work after wire mesh 3 and mesh 7 are stretched on the slope 1 and drainage work is performed (Fig. 14)"
(1 ″) The method of stretching the wire netting 3 and the net 7 on the slope 1 is the same as (1) to (7) in paragraph “0018”.
(2 ″) The construction of the drainage ditch after the wire mesh 3 and the mesh 7 are stretched on the slope 1 is the same as in the paragraph “0019”.
(3 ″) In a drainage ditch, a vegetation base material is formed by spraying a vegetation base material on the upper part of the log 13 which has been turned down, and a multi-net material 16 is stretched on the plane of the vegetation base, and then a hole is formed at the planting position. Is opened and a seedling 17 is planted.
[0021]
"Step of forming a rope frame 12 with a plurality of wire ropes, expanding the wire ropes at a predetermined interval w 'via the interval holder 11, and using an auxiliary rope"
(1 ⁿ ) The method of stretching the wire mesh body 3 on the slope 1 is the same as (1) to (4) in paragraph “0018”.
(2 ⁿ ) A plurality of wire ropes 8 ₁ , 8 ₂ , 8 ₃ , which are put in inclined grooves 40, 40 ′ when wrapped around the anchor bolts 2, are arranged in a plane, are grouped together, and In the middle between the two anchor bolts 2 on which the rope is laid, the space holding member 11 holds the expanded state at a predetermined distance w 'by the space holding member 11 and has a concave groove for accommodating the wire rope. The wire rope 8 ′, which receives the wire rope 8 ′, is laid in a zigzag manner between the plane of the wire mesh 3 of the two rows of anchor bolts 2 and the upper support 5. Then, both ends of each wire rope 8 are temporarily fixed with anchor bolts.
(3 ⁿ⁾ after said position of the wire rope 8 "after the adjacent similarly to (2 ^n), where the upper end is linked via a wire rope ₈₁ of the upper and winding grip 10 before position, wherein In (2 ⁿ ), the front wire rope 8 ′ is wrapped around the same anchor bolt as the anchor bolt 2 wrapped around it, and the lower end thereof is pulled together with the lower end of the front wire rope, and then the both lower ends are wound. It is connected and fixed via the grip 10.
(4 ⁿ ) Thereafter, in the same manner, the crossing of the front and rear wire ropes 8 ′ and 8 ″ is sequentially repeated to form the mesh body 7 as shown in FIGS. 3 and 4.
In ⁽⁵ n) the molded mesh ₇ within the _first mesh body 7 ^{(4 n),} and hooking the auxiliary ropes to the spacing holding member 11 to form a rope frame 12.
(6 ⁿ ) Thereafter, the front and rear wire ropes 8 ′ and 8 ″ are sequentially wound around the lock bolt 2 in the same manner to form the mesh body 7 as shown in FIGS. 9 and 10. .
[0022]
【The invention's effect】
The present invention having the above configuration has the following effects. That is, anchor bolts are arranged in a substantially square shape on the slope in a plan view, inserted and fixed in the ground, and after covering the wire netting from above the anchor bolts, a wire rope is placed on the plane. Is wound around the anchor bolts in a zigzag manner to form a net-like body, whereby the wire netting and the net-like body can be reliably pressed and adhered to the slope. This greatly improves the resistance of the unstable soil layer on the slope to the sliding force. Moreover, rockfalls and earthmass that have lost the bonding force with the slope can be stably fixed.
[0023]
In addition, the effect of the drainage ditches and the multi-net tensioning work by using the drainage ditches and the multi-net tensioning work together with the slope prevention protection method and the slope protection equipment used in the method according to the present invention. Is further improved.
[0024]
Further, when the rear wire rope is laid over the front wire rope laid on one anchor bolt, the tension is lowered by entanglement from the top of the front rope so as to be entangled from above. Even if it is retained, even if it is detached from the anchor bolt or the anchor bolt is broken, the wire rope does not separate or break from that part, and the wire mesh and the mesh It is possible to maintain the pressure contact force.
Since a plurality of wire ropes are provided, and the middle of the plurality of wire ropes is widened at predetermined intervals by the spacing member, the force transmitting the pressing force to the wire netting and the slope is increased.
[0026]
In addition, since the auxiliary rope is hooked to the wire rope spacing member inside the mesh of the mesh body to form a rope frame, it is possible to prevent a dropout due to a collapse of a slope in the mesh of the mesh body. it can.
[0027]
By forming a concave groove in a portion where the wire rope extends to the anchor bolt in the lower support member or the upper and lower support members, the wire rope at the anchor bolt portion can be stably held.
[Brief description of the drawings]
FIG. 1 is a front view in which an anchor bolt is inserted and fixed to a slope in a collapse prevention method in slope construction according to the present invention.
FIG. 2 is a front view in which a wire mesh is stretched from the state of FIG.
FIG. 3 is a front view in which a wire rope is wound around an anchor bolt in a zigzag manner from the state of FIG. 2 to form a net-like body.
FIG. 4 is an enlarged front view of a part of FIG. 3;
FIG. 5 is a plan view showing a state in which two wire ropes of a front position and a next position are hung over an anchor bolt.
FIG. 6 is a perspective view of FIG.
FIG. 7 is a perspective view showing a modification of FIG. 6;
FIG. 8 is a plan view showing a modification of FIG.
FIG. 9 is an enlarged plan view of a part of FIG.
FIG. 10 is a perspective view of a spacing member that holds a plurality of wire ropes extended at predetermined intervals.
FIG. 11 is a longitudinal sectional view in which earth retaining work using wooden piles and logs has been performed and planted from the state of FIG. 3;
FIG. 12 is a partially enlarged view of FIG. 7;
FIG. 13 is a front view in which drainage using thinned wood has been performed from the state of FIG. 3;
FIG. 14 is an enlarged view of a drain groove “A” part of FIG. 9;
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Slope 2 Anchor bolt 3 Wire mesh 4 Lower support 5 Upper support 6 Nut of anchor bolt 7 Net 8 Wire rope 9 Coupling coil 10 Wrap grip 11 Wire rope spacing holder 12 Rope frame 13 Drainage Construction logs 14 Wooden piles receiving drainage logs 15 Vegetation base 16 Multi net 17 Plants such as seedlings / shrubs H Holes for anchor bolts S Cement milk

Claims (8)

A plurality of anchor bolts (2) are inserted and fixed in a substantially square shape in a plan view while maintaining a predetermined interval (W) on the slope ( ₁ ), and the head (2 ₁ ) of the anchor bolt is fixed. A lower receiving plate (4) for supporting the lower surface of the wire mesh body (3) is mounted near the head (2 ₁ ) of the lock bolt in advance, and the slope (1) Along the wire mesh (3), the head (2 ₁ ) of the anchor bolt projects upward through the mesh (3 ′) of the wire mesh, and the head (2 ₁ ) of the anchor bolt zigzag upper支受body (5) and nuts (6) leave mounted, front position of the wire rope ₍₈₁₎ between the net member plane and the upper支受body of the anchor bolt (2) (5) Anchor rope with the next wire rope (8 ₂ ) next to the previous wire rope (2), forming a net-like body (7) while zigzagging the wire rope in the opposite direction to the wire rope of the preceding position, and forming both ends of a pair of wire ropes at the front and the next position. The winding grip (10) is connected, and the mesh is attached to the wire mesh (3) with the connecting coil (9). An anchor bolt (2) is inserted and fixed in a substantially square shape in plan view while maintaining a predetermined interval (W) on the slope ( ₁ ), and the head (2 ₁ ) of the anchor bolt projects from the slope. A lower support plate (4) for supporting the lower surface of the wire mesh body (3) is mounted near the head (2 ₁ ) of the anchor bolt in advance, and the lower support plate (4) is provided along the slope (1). To cover the wire mesh (3), and the head (2 ₁ ) of the anchor bolt protrudes upward through the mesh (3 ′) of the wire mesh, and rises above the head (2 ₁ ) of the anchor bolt.支受body (5) in advance by mounting the nut (6), while pre-position of the wire rope ₍₈₁₎ passes over between the net member plane and the upper支受body of the anchor bolt (2) (5) formed to be zigzag, you pass adjacent next order of the wire rope ₍₈₂₎ multiplied by the previous position of the wire rope a A net-like body (7) is formed while being wound around the car bolt in a zigzag shape in a direction opposite to that of the front wire rope, and both ends of the pair of front and second wire ropes are wound around the car body. (10) or the anchor bolt (2), the mesh is attached to the wire mesh (3) with the connecting coil (9), stretched on the plane of the wire mesh, and the wire rope mesh (7). After draining using thinned logs (13) and wooden piles for receiving logs (14), ferment organic organic waste or industrial waste and sieving compost and soil generated locally. While mixing the cliffs, the vegetation base (15) was formed by spraying the slope (1) between the logs (13) and (13) adjacent in the vertical direction of the drainage so as to have a predetermined thickness. Features and methods for preventing collapse in slope construction. An anchor bolt (2) is inserted and fixed in a substantially square shape in plan view while maintaining a predetermined interval (W) on the slope ( ₁ ), and the head (2 ₁ ) of the anchor bolt projects from the slope. A lower support plate (4) for supporting the lower surface of the wire mesh body (3) is mounted near the head (2 ₁ ) of the anchor bolt in advance, and the lower support plate (4) is provided along the slope (1). To cover the wire mesh (3), and the head (2 ₁ ) of the anchor bolt protrudes upward through the mesh (3 ′) of the wire mesh, and rises above the head (2 ₁ ) of the anchor bolt.支受body (5) in advance by mounting the nut (6), prior to position the wire rope ₍₈₁₎ in a zigzag manner between the net member plane and the upper支受body of the anchor bolt (2) (5) pass over so that the adjacent next order of the wire rope ₍₈₂₎ the front position of the wire rope passing anchor bolts A net-like body (7) is formed while being wound in a zigzag manner in the opposite direction to the front wire rope, and the grips (10) are wound around both end portions of the pair of front and second wire ropes. ), And the mesh is joined to the wire mesh (3) by a joining coil (9), stretched on the plane of the wire mesh, and generated locally on the wire rope mesh (7). After draining using log materials (13) and log receiving wooden piles (14), fermenting organic living waste or industrial waste and sieving compost and locally generated soil Is sprayed so as to have a predetermined thickness on the slope between the logs (13) and (13) that are adjacent to each other in the slope direction of the log laying work, so that the vegetation base (15) is formed. A multi-net body (16) is stretched and fixed on the surface of the vegetation base, and That logs' (13) collapse preventing method in the feature and slope construction that planted planted 栽物 such seedlings, bushes vegetation base (15) just above the site of. Previous position of the wire rope ₍₈₁₎ after passing over the zig-zag pattern on the anchor bolt (2), adjacent next order of the wire rope ₍₈₂₎ lock bolt that is passed over the front position of the wire rope (2 ), The net wire body is formed while being sunk from above the wire rope (8 ₁ ) of the preceding position and wrapped around the wire rope (8 ₁ ). Collapse prevention method. A plurality of anchor bolts (2) equipped with a support plate (4) which is inserted and fixed in a substantially square shape in plan view while maintaining a predetermined interval (W) on the slope (1); A wire rope (8) is formed in a zigzag manner between a wire mesh body (3), which is stretched so as to cover 1), and a wire mesh plane of an anchor bolt (2) and an upper support (5). A wire mesh (3), and the wire mesh (3) and the mesh (7) are connected at an appropriate place by a connecting coil (9), and the grip (10) is wound around a pair of wire rope terminals. A slope covering protector to be used in a slope prevention construction method in a slope construction characterized by attaching a slope. And previous position of the wire rope ₍₈₁₎ and dive from top to bottom adjacent next order of the wire rope ₍₈₂₎ to the anchor bolt (2) in over the passed previous position of the wire rope ₍₈₁₎ The slope covering protector used in the slope prevention method in the slope construction according to claim 5, wherein the mesh body (7) is formed while being bridged. When a plurality of wire ropes (8) are used, the plurality of wire ropes are united when the plurality of wire ropes are crossed over each anchor bolt (2), and a plurality of wire ropes (8) are provided between the pair of anchor bolts. 7. A space holding member (11) for holding a plurality of wire ropes (8) at a predetermined distance (w ') in the middle, and the wire rope is hung on the space holding member. A slope covering protector used for the collapse prevention method in the slope construction described in the above. When a plurality of wire ropes (8) are used, the plurality of wire ropes are united when the plurality of wire ropes are crossed over each anchor bolt (2), and a plurality of wire ropes (8) are provided between the pair of anchor bolts. An interval holding body (11) for holding a plurality of wire ropes (8) at a predetermined interval (w ') in the middle is arranged, and the wire rope (8) is hung on the interval holding body to form a net ( The slope rope construction according to claim 5 or 6, wherein the rope rope (12) is formed by hooking the ropes arranged in the mesh of (7) on each of the spacing members (11). Slope covering protection used for collapse prevention method.

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