JP2010174598A - Landslide prevention/stabilization method for slope - Google Patents

Abstract

<P>PROBLEM TO BE SOLVED: To provide a simple method for preventing landslide of a slope ground at low costs and facilitating utilization of vegetation such as trees. <P>SOLUTION: An improvement is made in a landslide prevention/stabilization method for the slope, which includes: a tension member 1 connected with an anchor body in an inclined ground; a pressure supporting member 2 attached to the top end of each tension member 1 to press the ground face; and wires connected with the top end of the tension member 1 or the pressure supporting member 2 to be stretched in a network over the ground surface. The wire is a wire net 3 formed in a net-shape, and the wire net 3 is pressed, engaged and fixed to the ground side with the pressure supporting member 2. The wire net 3 is arranged in the net-shape by intercrossing and connecting a large number of wire rings, which are formed by removably connecting both ends of wires of a specified length in ring shapes, with each other among the adjacent wire rings. <P>COPYRIGHT: (C)2010,JPO&INPIT

Description

  The present invention relates to a method for stabilizing and preventing landslides on mountain ground and other slopes where there is a risk of landslide (collapse).

  Conventionally, as a landslide prevention measure for the slope as described above, the frame is fixed by the frame 31 and the anchor 32 as shown in FIG. As shown in FIG. 9 (B) (other patent document 1 or non-patent document 1), an anchor 32 such as a reinforcing bar or a bolt is driven through a bearing plate arranged on the ground surface as shown in FIG. There has been proposed a method of preventing a landslide by stretching a wire rope 33 in a net shape between the anchor heads).

JP 2008-106432 A

http://www.oshima.pref.hokkaido.lg.jp/ds/tmc/kakari/chisan/nonframe.htm

However, although the construction method shown in FIG. 9 (A) is a strong landslide prevention measure, the construction is expensive and has the disadvantage that vegetation such as standing trees cannot be left. Conversely, the construction method in FIG. Although there is a problem when the wire passing position and the standing tree position interfere when leaving vegetation, it is possible to leave standing trees on the slope.
However, in this case as well, in order to obtain the landslide prevention effect, the number of anchors to be driven must be increased (the cost must be increased), but the wire interval (anchor pitch) is set to 2 to 4 m. There is a problem that the landslide deterrent due to can not be expected very much.
In particular, the deterrent per anchor is several hundred kN, and the supporting structure that supports the anchor cannot use vegetation because a frame work or a reinforced concrete plate is used. In addition, in a single structure such as a reinforced concrete plate, a small-scale surface collapse between structures cannot be suppressed.

  The construction method of the present invention for solving the above problems includes a tension member 1 connected to an anchor body in a ground inclined first, and a supporting member that is attached to the upper end of each tension member 1 and presses the ground G surface. 2 and a landslide prevention stabilization method for slopes in which a wire is stretched in a mesh pattern on the ground G surface in linkage with the upper end of the tension member 1 or a support member 2, and the wire is knitted in a net shape The net 3 is characterized in that the wire net 3 is pressed against the ground G side by the support member 2 and is locked and fixed.

  Secondly, a wire net 3 is formed by connecting a plurality of wire rings 11 formed in a ring shape by detachably connecting both ends of a wire having a predetermined length so as to cross each other between adjacent wire rings 11 to form a net shape. It is characterized by organizing.

  Thirdly, the pressure bearing member 2 is characterized in that the wire net 3 is pressed against the ground G side or sandwiched and pressed from both the front and back sides.

  Fourthly, the tension members 1 are arranged in a large number of rows in the vertical and horizontal directions with a predetermined interval on the ground G plane, and the arrangement positions are shifted in half pitches for each adjacent row, and arranged in a staggered manner. It is said.

  Fifth, it is characterized in that a support plate 6 that is locked and fixed to the upper end of the tension member 1 and presses the ground side is arranged on the surface side of the support member 2.

  Sixth, the dispersion plate 8 having a size larger than the bearing plate 6 is dispersed on the ground G surface side of the bearing member 2 and the dispersion plate 8 which is pressed against the ground G surface is cast on the concrete. It is characterized by forming.

  Seventh, the support member 2 has the support plate 6, a nut that locks and fastens the support plate 6 at the upper end of the tension member 1, and the wire net 3 that is on the back side of the support plate 6. A net pressing plate 7 that presses the ground G side and a dispersion plate 8 are provided.

  The construction method of the present invention configured as described above is easier to spread at a lower cost than conventional construction methods using a frame and a combination of a frame and an anchor. It can contribute to prevention of collapse, rockfall, etc.

  Compared to the conventional method of stretching a wire between anchors in a net shape, a wire net knitted in advance or on site is stretched on a slope, and the wire net is supported by a support member, particularly a net pressing plate. Since it is locked and fixed at each anchor position, it is possible to prevent landslides and falling rocks due to both the bearing member and the net.

Since the wire net is braided by wiring formed by attaching and detaching both ends, depending on the uneven shape of the slope on the site, the presence of stones, the position of the standing tree, etc. However, it is possible to perform knitting while avoiding the position of the standing tree (providing a hole in the portion) and extending a wire net only around the standing tree.
Especially when there are protrusions such as stones, or where mounds or valleys are formed, wiring is added to form peaks or valleys, and a certain number of wirings are removed and removed at portions where the net is slack. It is possible to cope by dragging the parts and connecting them.
Also, the wire net can be knitted in advance at the factory according to the situation at the site, or part or all of the wire net can be organized at the site.

  Since the bearing members are arranged in a staggered pattern together with the anchors, the landslide occurrence and behavior starting units are efficiently subdivided (subdividing the amount of energy of sliding down), so the landslide prevention effect is high, and the dispersion plate An even larger range of ground surface can be suppressed.

  The said dispersion | distribution plate is formed along the shape of a slope with cast-in-place concrete, and can further improve the landslide suppression effect.

It is an expanded sectional view of the anchor and bearing member part of the construction method of the present invention. It is sectional drawing which shows the action state of the landslide suppression of an anchor and a bearing member part. It is a top view which shows typically the planar arrangement state of an anchor and a bearing member part, and the distribution situation of the landslide generation | occurrence | production unit between each bearing member. It is sectional drawing which shows the wire net latching and press state in an anchor head part. It is a top view which shows the press state of the wire net by a supporting member. It is a top view which shows the tension | pulling effect | action of the plane direction which acts on the wire net pressed and stretched by the bearing member. (A) shows the wire constituting the wiring, and (B) shows the wiring constituting the wire net. It is sectional drawing for analysis of the landslide suppression effect by this invention. (A) and (B) are cross-sectional views of the conventional slope stabilization method. (A) shows the case where the frame and anchor are used together. (B) shows a large number of anchors and wires stretched in a net shape. Each case is shown.

1 to 8 show an embodiment of the present invention, and there is a possibility of causing a landslide on the surface layer of the base (rock) G ₁ of the ground (ground) G as shown in FIGS. A surface layer portion G ₂ having a thickness of ₂ is formed. In contrast, as the tip is connected to the anchor body formed in the base portion G ₁ (not shown), it is in the ground G material, bolts, wires, anchors made of any such cylindrical member The tension material 1 is inserted from the ground surface.

The supporting member 2 is attached to the ground surface side protruding end side of the tensile member 1, and the tensile member 1 is tightened between the anchor body and the ground surface side, and the surface of the surface layer portion G ₂ is pressed by the supporting member 2. Fixed in state. The support member 2 is sandwiched while pressing a wire net 3 (described later) stretched along the ground surface against the ground surface, and the wire net 3 itself also has a structure covering the ground surface around the support member.

  In this example, the support member 2 is a nut (not shown) that is screwed into the upper end of the tension member 1, a cap 4 that covers the nut, and the entire support member 2 is pressed to the ground side via the tension member 1 by tightening the nut. A supporting plate 6 made of a metal plate, a pair of net pressing plates 7 under the supporting plate 6 and sandwiching the wire net 3 from the upper and lower surfaces, and under the net pressing plate 7 It is comprised by the dispersion | distribution plate 8 formed so that it may match the uneven | corrugated shape etc. of the ground surface with cast concrete. The two net pressing plates 7 are fastened and fixed by bolts 9 from above and below while sandwiching the wire net.

  From the support plate 6 to the lower dispersion plate 8 are penetrated by the tension member 1. In this example, the support member 2 is composed of all members except the wire net 3 and the tension member 1. Yes. The tension material 1 is strong enough to withstand a load of, for example, about 27 t, and the support plate 6 is a square iron plate having a thickness of about 3 cm and a side of about 30 cm, and the net pressing plate 7 is also about 50 cm on a side and 3 cm thick. Made of iron plate.

  In this example, the dispersion plate 8 is made of concrete having a side of about 1 to 1.5 m and a layer thickness of 20 to 30 cm. If necessary, reinforcing bars can be arranged inside. The dispersion plate 8 can be prepared in advance as a precast member depending on the location of the factory site and the surface roughness. Further, the dispersion plate 8 may be formed in an S-shaped cross section as viewed from the side as shown in FIGS.

The bearing member 2 of each anchor portion is generally driven so as to act on the inclined ground surface in an orthogonal direction, but as shown in FIGS. 1 and 2, it is more horizontal so as to exert a more efficient tensile action in the landslide direction A _1. FIG. 1 shows a state in which the reaction force F ₂ of the dispersion plate 8 is balanced against the earth pressure F ₁ .

  The anchors and the supporting members 2 are arranged, for example, at intervals of 4 to 5 m as shown in FIGS. 2, 3 and 6. Have been arranged in a staggered pattern.

With the above arrangement, the upper and lower adjacent pressure-bearing members 2 are spread upward or downward from the end of the dispersion plate 8 (about 25 ° to 30 ° in the illustrated example) as shown in FIG. As a result, the pressing range is a landslide suppression area GI, and only a limited part between the upper and lower adjacent dispersion plates 8 becomes a non-suppressed part GII, and there is a possibility that a landslide in the landslide direction A ₂ may occur only in this part. Left behind.

  However, the non-suppressed portion GII is covered with a wire net 3 formed with a relatively small mesh as will be described later, so that landslide is suppressed by this covering effect.

  In addition, as shown in FIG. 3, the arrangement of the anchor and the supporting member as described above is subdivided into the unit area (volume) for generating landslide by the positional relationship of the supporting member 2 and subdivides the landslide energy. Therefore, the initial behavior of the landslide itself is suppressed, and as a result, the landslide is suppressed.

  The wire net 3 is formed by connecting a large number of wire rings 11 formed in a ring shape as shown in FIGS. 5 and 6 in a net shape while intersecting each other and having a ring diameter of, for example, about 50 cm. Standard size. The wire ring 11 is formed by connecting, as shown in FIG. 7 (B), a wire rope 11a as shown in FIG. is there.

  As this wire ring 11 and a wire net braided using this wire ring 11, a publicly known one described in Japanese Patent Laid-Open No. 2005-113424 according to the proposal of the present inventor can be used as it is, and FIG. The state where the wire net 3 is braided while forming a ring is shown.

  FIG. 5 is a plan view when the wire net 3 is pressed and locked by the support member 2. In this example, in order to reinforce the wire net 3 around the support member 2, for example, the wire on the portion of the support member 2 Only the net portion is shown in which the number of wires (number of rings) of the wire ring 11 is two or more. Thus, the wire net 3 of the present embodiment reinforces the wire ring 11 at an arbitrary position. Is possible.

  FIG. 6 shows the direction of tension applied to the wire net acting on each portion of the support member 2 when the support member 2 is arranged as described above with respect to the wire net 3. As shown in FIG. Although it depends on the connection density, it is clear that if six wire rings 11 are connected and arranged around one wire ring 11, it is possible to respond strongly to tension in six directions, and by changing the connection density of the wire rings 11 There is an advantage that part or all of the net strength can be adjusted.

Next, a mechanism for inhibiting unstable soil blocks by anchors and wire nets will be described.
The deterrent effect F _p by the anchor force P is generally expressed by the following equation.

Here, F _p is the target safety factor, S is the shear resistance, T is the landslide force, θ is the angle between the anchor material and the slip surface, and tanφ is the internal friction angle of the slip surface clay.
On the other hand, the deterrence effect F _pN by the wire net is as follows.

Where F _pN is the target safety factor for surface slip, _PN is the wire net tension, beta is the surface slip surface inclination angle, and other suffixes are for the surface slip.
If the tightening effect is ignored as a safer side than the above formula, the tension P _N applied to the wire net

Where Fo is the initial safety factor.
Therefore, the wire net 2 having a strength sufficient to withstand this may be constructed. Furthermore, the force that pushes up the wire net is P _N · sin α · cos α, and if there is a ground reaction force that can withstand this, the deterring force by the wire net can be demonstrated reliably.

1 Tensile Material 2 Supporting Member 3 Wire Net 6 Supporting Plate 7 Net Pressing Plate 8 Dispersion Plate 11 Wiring G Ground

Claims (7)

  A tension member (1) connected to the anchor body in the inclined ground, a supporting member (2) attached to the upper end of each tension member (1) and pressing the ground (G) surface, and the tension member (1 In the slope landslide prevention stabilization method in which the wire is stretched in the form of a mesh on the ground (G) surface in linkage with the upper end of the support member (2) or the support member (2), a wire net ( 3), and a slope landslide prevention stabilization method in which the wire net (3) is pressed and locked to the ground (G) side by the bearing member (2).   A wire net (3) connects a plurality of wire rings (11) formed in a ring shape by detachably connecting both ends of a wire of a predetermined length, and connects adjacent wire rings (11) crossing each other. The slope landslide prevention stabilization method according to claim 1 knitted into a net shape.   The landslide prevention stabilization method for slopes according to claim 1 or 2, wherein the supporting member (2) presses the wire net (3) to the ground (G) side or sandwiches and presses the wire net (3) from both sides.   The tension members (1) are arranged in a large number of rows in the vertical and horizontal directions with a predetermined interval on the ground (G) surface, and the arrangement positions are arranged in a staggered manner by shifting the arrangement positions by ½ pitch for each adjacent row. , 2 or 3 slope landslide prevention stabilization method.   5. A landslide on a slope according to claim 1, 2, 3 or 4, wherein a bearing plate (6) is disposed on the surface side of the bearing member (2) so as to be locked and fixed to the upper end of the tension member (1) and press the ground side. Prevention stabilization method.   Dispersion plate that is pressed against the ground (G) surface by dispersing the pressing force of the support plate (6) in a size larger than the support plate (6) on the ground (G) surface side of the support member (2). The slope landslide prevention stabilization method according to claim 5, wherein 8) is formed by hitting concrete on-site.   The support member (2) is provided on the back side of the support plate (6), a nut for locking and fastening the support plate (6) at the upper end of the tension member (1), and the support plate (6). The slope landslide prevention stabilization method according to claim 5 or 6, comprising a net pressing plate (7) for pressing the wire net (3) to the ground (G) side and a dispersion plate (8).