WO2018087842A1

WO2018087842A1 - Protective fence and construction method for protective fences

Info

Publication number: WO2018087842A1
Application number: PCT/JP2016/083235
Authority: WO
Inventors: 陽一西田; 雅克若崎; 太一石井
Original assignee: 株式会社プロテックエンジニアリング
Priority date: 2016-11-09
Filing date: 2016-11-09
Publication date: 2018-05-17
Also published as: JPWO2018087842A1; JP6618124B2

Abstract

[Problem] To be able to erect a plurality of supports at the same angle of inclination through a simple operation and to construct a fixed-shape protective net without being affected by changes in the pitch or changes in the undulations of a slope. [Solution] A protective fence comprises a plurality of supports 10 that are erected to be tiltable, a fixed-shape net panel 20, a mountain-side restraining rope 40, and an angle adjusting leg 30 that is interposed between the supports 10 and the mountain-side slope. The plurality of supports 10 are supported at the same angle of inclination by adjusting the extended length of the mountain-side restraining rope 40. The angle adjusting leg 30 is fixed at a mounting height corresponding to the angle of inclination of the supports 10 so that the inclination of the plurality of supports 10 toward the mountain side can be regulated by the mountain-side slope receiving the reaction force.

Description

Protective fence and protective fence construction method

The present invention relates to a protective fence that captures fallen objects such as falling rocks, avalanches, and landslides, and a method of constructing the protective fence.

Most of the protective fences installed on the slopes in the mountainous areas include a plurality of support columns that are erected at intervals, a protection net that is installed horizontally between the support columns, and a mountain-side retaining rope that supports tilting toward the valley side of the support columns. It has.
As for the standing structure of the pillar, it is roughly divided into an embedded type in which the lower part of the pillar is built in the ground or a concrete foundation (Patent Documents 1 and 2), and a non-buried type in which the pillar is erected on the base plate fixed to the slope. The latter non-buried type is divided into a hinge type (Patent Documents 3 and 4) and a non-hinge type (Patent Document 5).
In the protective fence in which the upper and lower sides of the protective net are attached to the support column, the support column is tilted toward the valley side with respect to the vertical line.
Since the standing angle of the column with respect to the slope affects the fence height (capture height) by the protective net, it is assumed that the fence height will be the highest so that the highest fence height is assumed for any type A suitable angle is selected in consideration of the grade of gradient and unevenness.

JP 2009-24479 A (FIG. 2) JP 2010-37765 A (FIG. 1) Japanese Patent Laid-Open No. 11-148113 (FIG. 1) JP 2009-144472 A (FIG. 1) JP 2012-2014 (FIGS. 3 to 5)

The conventional guard fence has the following problems to be solved.
<1> The standing angle of each column is not constant and varies depending on the situation at the site. If the difference in tilt angle between adjacent struts with respect to the vertical increases, a protection net with a 90 ° square will not be able to handle it. Therefore, field surveys are performed for each span, and the deformed trapezoidal protection net deformed based on this survey. Must be manufactured individually, which is not only costly but also takes a long construction period.
<2> Especially when the column is erected along the crossing direction of the raised ridge slope, the tilt angle difference between adjacent columns with respect to the vertical line is likely to be larger than when the column is erected on a flat slope. Construction of a protective fence becomes difficult.
<3> When a protection net having an individual shape is used for each span, it is necessary to manage and use various types of protection nets, which makes it difficult to handle the protection nets.
<4> In a protective fence equipped with a hinge-type column, when a snow load or the like acts on the mountain side holding rope, the column is pulled to the mountain side and tilts.
When the pole tilts to the mountain side, not only does the fence height change low, but in the worst case, the entire protective fence falls to the mountain side.
<5> As a means for preventing the column from tilting toward the mountain side, there is a method of additionally installing a valley side holding rope between the valley anchor and the column head.
In general, anchor work in a mountainous area with a poor working environment requires a lot of time, labor, and cost, so the work period and work cost required for anchor work of mountain side anchors and valley side anchors are doubled.

This invention is made | formed in view of the above point, The place made into the objective is to provide the construction method of the following protection fence and a protection fence.
<1> Erecting multiple columns upright with the same tilt angle by simple operations without being affected by slope changes or undulation changes.
<2> To reduce the cost of the protective net.
<3> A protective fence can be constructed economically and efficiently.

The present invention includes a plurality of support columns standing upright on an inclined surface, a protection net comprising a plurality of net panels that are horizontally placed between the upper and lower sides of adjacent support columns, a mountain anchor, and a head of the support column. An angle-adjusting leg that is provided between the support column and the mountain-side slope, and is a protective fence including a mountain-side holding rope connected between the support column and projecting obliquely toward the mountain-side slope on the side surface of the support column. A plurality of struts tilting toward the valley side are supported at the same tilt angle by the mountain side holding ropes having the overhang length adjusted, and a plurality of pillars facing the mountain side by obtaining reaction force on the mountain side slope In order to be able to regulate the tilt of the column, the angle adjusting leg mounted on the site is fixed to the column with a mounting height that matches the tilt angle of the column.
In another aspect of the present invention, the angle adjusting leg includes a slide plate that contacts the mountain side surface of the column, a diagonal member that protrudes obliquely toward the mountain side slope on the back surface of the slide plate, and the slide plate is attached to the column. And fixing means that can be attached to an arbitrary height.
In another embodiment of the present invention, the fixing means is a bolting means.
In another embodiment of the present invention, a ground plate is provided at the lower end of the diagonal member.
In another embodiment of the present invention, an inclination angle of the plurality of support columns is 20 ° to 0 ° with respect to a vertical line.
The present invention includes a plurality of support columns standing upright on an inclined surface, a protection net comprising a plurality of net panels that are horizontally placed between the upper and lower sides of adjacent support columns, a mountain anchor, and a head of the support column. A protective fence constructed using a mountain-side tie rope connected between and an angle-adjusting leg projecting diagonally toward the mountain-side slope on the side of the column and interposed between the column and the mountain-side slope In this construction method, by adjusting the overhanging length of the mountain side retentive rope, the work of adjusting the plurality of columns tilting toward the valley side to the same tilt angle and the reaction force on the mountain side slope are obtained. And adjusting and fixing the mounting height of the angle adjusting leg attached to the mountain side surface of the column in the field so that the tilting of the plurality of columns toward the mountain side can be regulated.

The present invention has the following effects.
<1> The angle adjustment legs can be erected with the same tilting angle, with the same tilting angle, and without being affected by slope changes or undulation changes, by simply adjusting the mounting height of the legs. it can.
<2> Since adjacent struts can be set up in parallel, a common net panel can be used.
For this reason, it is possible to significantly reduce the cost of a protection net composed of a plurality of net panels.
<3> Not only does the survey work for each span become unnecessary, but also the complicated individual management and proper use of the net panel are completely unnecessary, so that it can be economically and efficiently constructed.
<4> Since the angle adjustment leg regulates the tilting of the column toward the mountain side slope, and the mountain side holding rope regulates the tilt of the column toward the valley side, there is a fall moment toward the mountain side or the valley side with respect to the column. Even if it acts, the stable posture of the support can be maintained.
<5> By simply adjusting the mounting height of the angle adjusting leg with respect to the support column, the fixed angle adjusting leg can be landed on the slope without being affected by the slope change or undulation change of the slope.
<6> The angle adjustment leg has a simple structure and is low in cost, and is retrofitted to the support column, so there is no fear of adversely affecting the transportation and handling of the support column, and there is no need to adjust the opening leg angle or the length of the support column.

Perspective view of a protective fence according to the present invention, with a part omitted Cross section of protective fence Cross section of the guard fence before adjusting the angle of the column Enlarged perspective view of the pivot part at the bottom of the column Assembly drawing of angle adjustment leg Explanatory drawing of adjustment work of mounting height of angle adjustment leg A model of a contrast guard fence using multiple support mechanisms using support materials, (A) is a model diagram of a contrast guard fence with a fixed-size support material fixed to a column, and (B) is a fixed-size support material. Figure of model of contrasting fence that pivotally connected to the side of the column, (C) Model diagram of contrasting fence that has a length adjustable support material fixed to the side of the column

Hereinafter, the present invention will be described with reference to the drawings.

<1> Outline of Guard Fence Referring to FIGS. 1 and 2, the guard fence according to the present invention includes a plurality of support columns 10 (an intermediate support column 10a and a terminal support column) that are erected so as to be tilted at an interval from the slope G. 10b), a net panel 20 having a rectangular shape placed between the upper and lower sides of

adjacent struts

10 and 10, a slide-type angle adjusting leg 30 attached to the slope mountain side of each strut 10, a mountain-side anchor 43 and the strut 10 A mountain-side holding rope 40 is connected between the head and supports the tilting of each column 10.
In the present invention, a plurality of support columns 10 are erected with the same tilt angle θ ₁ by the cooperation of the angle adjusting leg 30 and the mountain side holding rope 40, whereby a fixed net panel 20 is installed between the support columns 10. It is something that can be done.
The tilt angle of the column 10 means the standing angle of the column 10 with respect to the vertical line or the horizontal line, and is not the standing angle of the column 10 with respect to the slope G.
In this example, it is used as the standing angle of the column 10 with respect to the vertical line.
Hereinafter, the protective fence exemplified in the present invention will be described in detail.

<2> Strut The strut 10 assumed by the present invention is a non-embedded type standing on a base plate 50 fixed to the slope G, and the lower portion of the strut 10 is attached to the base plate 50 via the support shaft 51 on the slope G. This is a hinge-type support that is pivotably supported in the tilt direction.
The strut 10 includes a known strut such as a steel pipe, a shape steel such as an H-shaped steel, a synthetic pillar filled with concrete in the steel pipe, or a synthetic pillar in which a reinforcing material is embedded.

<2.1> Strut Structure The strut 20 illustrated in FIGS. 1 and 2 will be described. A plurality of latching rods 11 project laterally on the side surface of the head of the strut 10 at intervals in the axial direction. . The hanging rod 11 has a positioning function such as a mountain side holding rope 40 and a side holding rope 41 that are externally moored on the head of the column 10.
Referring to FIG. 4, a pivot plate 12 extends from the lower portion of the column 10, and a mooring tool 13 such as a shackle is attached to a part of the pivot plate 12. In this example, the mooring tool 13 has a function of attaching the net panel 20.

<2.2> Pivot Support Structure The support structure of the support column 10 illustrated in FIGS. 2 and 3 will be described. The base plate 50 includes a flat support plate 52, and the support plate 52 includes a plurality of lock bolts and the like. It is fixed to the slope G by the anchor 55.
A pair of

brackets

53, 53 project from the center of the support plate 52 at a distance from each other, and the support shaft 51 pivotally supports the pivot plate 12 of the column 10 and the overlapping portion of the pair of

brackets

53, 53. Yes.

<3> Reservoir Rope Referring to FIGS. 1 and 2, the head of the column 10 is connected to the mountain side rebar rope 40 that has obtained a reaction force on the mountain side anchor 43, and is directed to the valley side of the column 10. Prevents tilting.
In addition to the case where the mountain-side anchor 43 is installed for each column 10, the mountain-side anchor 43 installed at an intermediate position between the

adjacent columns

10, 10 is shared by a pair of mountain-side holding ropes 40 connected to both

adjacent columns

10, 10. You may make it make it.

A side holding rope 41 is connected to the head of the terminal column 10b in addition to the mountain side holding rope 40. The proximal end of the side retaining rope 41 is supported by a side anchor (not shown) provided on the side slope of the terminal column 10b.

The ground mountain side rope 44 is connected between the pace plate 50 and the mountain side anchor 43. The ground mountain side rope 44 is not essential and may be omitted.

<4> Protective Net The protective net is composed of a plurality of net panels 20 arranged without being connected to each other or connected to each other.
The former protective net means a structure in which the left and right sides of each net panel 20 are integrally connected by a rope material, a connecting tool or the like, and a load can be transmitted between the adjacent

net panels

20 and 20. .

<4.1> Net Panel The net panel 20 is a net material that exhibits a square shape that can be attached between

adjacent columns

10, 10, for example, either a metal or resin rope net, or a metal net. Or it is comprised with these polymers.

<4.2> Net Panel of this Example Referring to FIG. 1, the net panel 20 of this example is constituted by a polymer of a rope net 21 coarsely knitted with a metal rope material and a fine wire net 25. Has been.
The rope net 21 is a net material knitted by fixing the crossing of a plurality of crossed rope materials so as not to slide. A pair of vertical frame ropes 22 and a pair of horizontal frame ropes 23 are arranged around the rope net 21 in the vertical and horizontal directions. It is.

Loop portions

22a and 23a are formed at the ends of the

frame ropes

22 and 23, respectively.
Both ends of the pair of vertical frame ropes 22 can be connected between the heads of the columns 10 and the skirts of the columns 10 via the

loop portions

22a and 22a.
Both ends of the pair of horizontal frame ropes 23 can be spanned between the heads of the

columns

10 and 10 adjacent to each other and the skirts of the

adjacent columns

10 and 10 through the loop portions 23a and 23a. is there.
The

loop portions

22a and 23a include a faucet formed in a loop shape in advance and two types in which the overlapping portion of the rope is fixed with a fixing tool such as a wire clip to form a loop shape on site.

<5> Angle adjusting leg Description will be given with reference to FIGS. The angle adjusting leg 30 is an angle adjusting material for keeping the tilt angle θ ₁ of each support column 10 constant in cooperation with the mountain side holding rope 40.
The angle adjustment leg 30 that is separate from the support column 10 can be freely changed in the mounting position with respect to the side surface of the support column 10 and is retrofitted to the support column 10 that has been erected.
By selecting the mounting position of the angle adjustable foot 30 with respect to strut 10, the rotation restriction position of the strut 10 toward the mountain side, i.e. it is possible to arbitrarily adjust the tilt angle theta ₁ of the strut 10.
In this example, a configuration in which the optimum tilt angle θ ₁ of the support column 10 for maintaining the regularity of the net panel 20 is set to 10 ° will be described. However, in actual construction, it is a plus with respect to the management reference angle (10 °). In view of the construction error of minus 10 °, the final tilt angle θ ₁ of the column 10 is in the range of 20 ° to 0 °.
When the tilt angle θ ₁ toward the valley side exceeds 20 °, it becomes difficult to maintain the regularity of the net panel 20, and when the tilt angle θ ₁ falls below 0 °, the support column 10 tilts toward the mountain side. Problems arise.

The angle adjusting leg 30 includes a rod-shaped or plate-shaped diagonal member 31, a slide plate 32 obliquely joined to the upper end of the diagonal member 31, fixing means for attaching the slide plate 32 to the column 10, and a lower end of the diagonal member 31. The slide plate 32 and the ground plate 33 are fixed to the end portion of the diagonal member 31 by welding or the like.

<5.1> Diagonal Material The oblique material 31 is a rigid material having a shorter length than the full length of the column 10 and excellent in compressive strength. For example, a steel pipe having a square or circular cross-sectional shape can be used.
Regardless of the slope of the slope G at the installation site of the support column 10, the overall length of the diagonal member 31 is appropriately selected. Considering the installation workability at the site, it is desirable that the length is such that an operator can install it without using a gantry or the like.

<5.2> Slide plate The slide plate 32 is a plate body that abuts against the mountain side surface of the support column 20, and a plurality of bolt holes 32a are formed on the plate surface. In this example, the slide plate 32 is a flat plate, but a curved plate corresponding to the curved side surface of the support column 20 may be used.
The joint between the slide plate 32 and the diagonal member 31 is reinforced by a plurality of reinforcing ribs 34.

<5.3> oblique angle diagonal member 31 of the slide plate and the slant member are obliquely intersects at a predetermined oblique angle theta ₂ to the back surface of the slide plate 32.
In order to cope with the gradient change of the slope G, the oblique angle θ ₂ is preferably in the range of 45 ° to 70 °. For example, when the tilt angle θ ₁ of the column 10 is set to 10 °, the oblique angle θ ₂ is preferably about 60 °.

<5.4> Grounding Plate The grounding plate 33 is a plate that is larger than the cross section of the diagonal member 31, and is curved in a semi-cylindrical shape or a hemispherical shape in order to cope with the gradient change of the slope G.
The ground plate 33 is not essential, and the lower surface of the diagonal 31 may be directly landed on the slope G.

<5.5> Fixing Means In this example, the case where the fixing means is a combination of a plurality of U bolts 35 and nuts 36 will be described. The slide plate 32 can be fixed to the support column 10 by sandwiching the U bolt 35 into the support column 10 from the trough side, which is a fixing means, and passing through the slide plate 32 and tightening the nut 36 to the threaded portion of the U bolt 35.
As another fixing means that does not use the U-bolt 35, a contact plate having the same shape as the slide plate 32 is disposed on the valley side of the support column 10, and the support column 10 sandwiched between the slide plate 32 and the support plate is held by a plurality of bolts or the like. May be fixed.
As a fixing means other than bolting, the slide plate 32 may be fixed to an arbitrary height of the column 10 by field welding.

<6> forming the holding means of the tilt angle theta ₁ of the holding means the angle adjusting leg 30 and the mountain side ahead strut 10 by the rope 40 of the tilting angle of the strut.
Since the protective fence has the holding means for the inclination angle θ ₁ of the support column 10, even if the slope G has a change in slope or undulation (change in unevenness), the plurality of support columns 10 are held at the same inclination angle θ _1. While standing, a regular net panel 20 having a square shape can be installed between the columns 10.

Angle adjustable foot 30 retains the function of adjusting the tilt angle theta ₁ of the strut 10 at an arbitrary angle, the tilt angle theta ₁ of the strut 10 to regulate the inclination of the plurality of struts 10 toward the mountain side constant Has both functions.
Mountain side ahead rope 40 holds the function of adjusting the tilt angle theta ₁ of the strut 10 at an arbitrary angle, the tilt angle theta ₁ of the strut 10 to regulate the inclination of the plurality of struts 10 toward the valley constant It has a function and a function of maintaining the ground contact state between the lower end of the angle adjusting leg 30 and the slope G.
Both the angle adjusting leg 30 and the mountain side holding rope 40 have a function of adjusting the tilt angle θ ₁ of the support column 10, and both members can hold the tilt angle θ ₁ of the support column 10 set by complementing each other. It is in.

<7> Reasons for using the angle adjusting leg In order to clarify the function of the angle adjusting leg 30, several contrast support mechanisms will be described.
In order to restrict the tilt of the column 10 toward the mountain side to a certain angle, it may be possible to apply a plurality of support mechanisms a to c using the support material 70, but each mechanism has the following problems. is doing.
(Support mechanism a)
FIG. 7A shows a support mechanism in which the upper end of a fixed-size support member 70 is fixed to the side surface of the support column 10 by welding or the like so that it cannot rotate and cannot slide, and the lower surface of the support member 70 is landed on the slope on the mountain side. Yes.
(Problem of support mechanism a)
In the support mechanism a, the tilt angles of the support columns 10 become uneven according to the gradient of the slope G, and it is difficult to align the tilt angles of the plurality of support columns 10 to be the same.
Therefore, a substantially trapezoidal net panel deformed between the columns 10 having different tilt angles must be individually manufactured, resulting in high cost.
(Support mechanism b)
7B, the upper end of a fixed-size support member 70 is rotatably connected to the side surface of the support column 10, and is supported by adjusting the leg angle of the support member 70 with respect to the support column 10 according to the slope of the slope G. The mechanism to do is shown.
(Problem of support mechanism b)
Although the support mechanism b can cope with the gradient change of the slope G, a separate mechanism for maintaining the opening angle of the support member 70 is required, and the structure becomes complicated.
(Support mechanism c)
FIG. 7C shows a support mechanism in which the upper end of the support member 70 whose length can be adjusted is pivotally connected to the side surface of the support column 10 and the length of the support member 70 is adjusted according to the slope of the slope G. ing.
(Problem of support mechanism c)
Although the support mechanism c can cope with the gradient change of the inclined surface G, the overhanging support member 70 becomes an obstacle to inconvenience in transportation and handling of the support column 10, and the length adjustment mechanism of the support member 70 becomes complicated. Cost increases.

In the present invention, by using the angle adjusting leg 30 that is separate from the support 10, the structure of the angle adjusting leg 30 is simple and low cost, and since it is retrofitted to the support 10, the transport and handling of the support 10 are adversely affected. There is no need to worry about this, and it is not necessary to adjust the leg angle or the length of the support column 10, so that all the problems contained in the support mechanisms a to c can be solved.

[Protective fence construction method]
A method of constructing the protective fence will be described with reference to FIGS.

<1> Protective fence before angle adjustment FIG. 3 shows a protective fence in which the tilt angle θ ₁ of the support column 10 is not adjusted, and the support column 10 is supported by the mountain side holding rope 40 and tilted toward the valley side. In a blocked state, the base plate 50 is pivotally supported.

<2> upright struts 10 at a predetermined tilt angle theta ₁ by adjusting the angle following tasks posts.

<2.1> Temporary mounting of angle adjustment leg The slide plate 32 of the angle adjustment leg 30 is pressed against the mountain side surface of the support column 10, and the slide plate 32 can be slid with respect to the support column 10 using the U bolt 35 and the nut 36. Temporarily fix.

<2.2> Tilt Angle Adjustment of Column and Angle Adjustment Leg Height Referring to FIG. 6, the angle adjustment leg 30 temporarily fixed to the column 10 is adjusted while the tilt angle θ ₁ of the column 10 is adjusted. Adjust to the appropriate mounting height.
The following adjustment operations will be described in detail.

<2.2.1> by adjusting the tilt angle adjustment mountain side ahead overhanging length of the rope 40 of the strut to adjust the tilt angle theta ₁ of the strut 10 to a desired angle. The tilt angle θ ₁ of the column 10 is measured by a measuring instrument such as a level.
The angle adjustment work of the support column 10 can be easily performed using a known cargo handling machine or the like.
Tilt angle theta ₁ of the column 10 is non-slidable fix the mountain side ahead proximal end of the rope 40 and anchored to the mountain side anchor 43 When (in 10 ° in this example) reaches a predetermined angle.

<2.2.2> Height Adjustment of Angle Adjustment Leg The angle adjustment leg 30 is slid along the support column 10 to adjust the height so that the grounding plate 33 lands on the slope G, and the nut 36 is tightened to slide the slide plate 32. Is fixed to the column 10 in a non-slidable manner.
As the angle adjustable foot 30 can regulate the tilt of the strut 10 toward the mountain side to give a reaction force to the mountain slopes, it is sufficient mounted at a height suited to the tilt angle theta ₁ of the strut 10.
Since the distance from the side surface of the support column 10 to the slope G can be arbitrarily changed by changing the mounting height of the angle adjustment leg 30 with respect to the support column 10, the angle adjustment leg is not affected by the gradient change or the undulation change of the slope G. Thirty grounding plates 33 can be landed on the slope G.

<2.2.3> Work sequence The above is a case where the adjustment work of the tilt angle θ ₁ of the support column 10 is performed in advance, and the adjustment work of the mounting height of the angle adjustment leg 30 is performed thereafter. Different types of work may be performed in parallel.
The point is that the support 10 is adjusted to a predetermined tilt angle θ ₁ and that the angle adjusting leg 30 fixed to the support 10 is not rattled and does not rattle and is firmly landed on the slope G. It is only necessary that the angle adjusting leg 30 is interposed therebetween.

<3> and adjustment of the tilt angle theta ₁ of the strut 10 by a length adjustment of a plurality of angle adjustment described above the mountain side ahead rope 40 of the strut, the adjustment of the mounting height of the angle adjustable foot 30 at each strut 10 units By doing so, it becomes possible to hold the tilt angles θ ₁ of the plurality of support columns 10 in the same alignment.

<4> Commonization of Net Panel The net panel 20 is attached to the support column 10 while being laid on the slope G, or attached in a state where the support column 10 is erected.
In any case, since the tilt angles θ ₁ of the plurality of upright columns 10 are the same or substantially the same, and the adjacent columns 10 are parallel or substantially parallel, the regular net panel 20 having a square shape with the same dimensions. Can be used in common.
Therefore, not only can the cost of the net panel 20 be significantly reduced, but complicated individual management and proper use of the net panel 20 are not required, and the construction can be performed economically efficiently.

[Independence of props]
With reference to FIG. 2, the independence when a falling moment toward the mountain side or the valley side acts on the column 10 will be described.
<1> Prevention of tilting of the pillar toward the mountain side In the protective fence that has been assembled, when a falling moment toward the mountain side occurs on the pillar 10 due to a snow load acting on the mountain side rope 40, the pillar 10 and The angle adjusting leg 30 that is obliquely interposed between the mountain side slopes can maintain the stable posture by restricting the tilting of the column 10 toward the mountain side slope.
Therefore, it is possible to hold the tilt angle theta ₁ of the installation initial strut 10, can suppress the large fence height change.

<2> Prevention of tilting of the pillar toward the valley side When a falling moment occurs in the pillar 10 due to a falling rock or the like, a reaction force is obtained from the mountain side anchor 43 and the mountain side holding rope 40 Therefore, it is possible to maintain the stable posture by restricting the tilting of the support column 10 toward the valley side.
An anchor pin (not shown) may be provided to fix the grounding plate 33 of the angle adjusting leg 30 to the slope G.
If the grounding plate 33 is fixed to the slope G, the angle adjusting leg 30 and the mountain side holding rope 40 cooperate to regulate the tilting of the column 10 toward the valley side, so that the column 10 tilts toward the valley side. The prevention effect becomes much higher.

[Other embodiments]
Although the above description has been given of a mode in which one set of the angle adjusting legs 30 is attached to the single support 10, a plurality of sets of angle adjusting legs 30 having different overall lengths may be attached to the single support 10.
Since the angle adjustment legs 30 are attached to arbitrary heights of the pillars 10 according to the situation on the site, a plurality of sets of angle adjustment legs 30 having different overall lengths of the diagonal members 31 are attached to the side faces of the pillars 10 to change the heights. Can be installed in multiple stages.
The mounting method of each angle adjusting leg 30 is as described above.
In this example, the effect of restricting the tilting of the column 10 toward the slope on the mountain side is greatly improved.
Furthermore, since the overturning load can be dispersed and supported by the plurality of sets of angle adjusting legs 30, the load burden on the slope G can be reduced.
In this example, it is effective in the case of a large guard fence with a long overall length of the support column 10 or when the slope G is soft ground.

G ··· Slope 10 ··· Post 11 · · · Hook 12 · · · Pivot 13 · · · Mooring device 20 · · · Net panel 21 ··· Rope net 22 ··· Vertical frame rope 23 ··· Horizontal frame rope 25 ··· Wire mesh 30 ··· Angle adjustment leg 31 ··· Diagonal material 32 ... Slide plate 33 ... Grounding plate 34 ... Reinforcement rib 35 ... U bolt 36 ... Nut 40 ... Mount side rope 41 ...・・・ Side retaining rope 43 ・・・ Mountain side anchor 50 ・・・・・ Base plate 51 ・・・ Support shaft 52 ・・・ Supporting plate 53 ・・・ Bracket 55 ・・・·anchor

Claims

Connected between a mountain-side anchor and the head of the column, a plurality of columns that can be tilted on the slope, a protective net consisting of a plurality of net panels that are horizontally mounted between the upper and lower sides of adjacent columns A protective fence provided with a mountain side holding rope,
It has an angle adjustment leg that protrudes obliquely toward the mountain side slope on the side surface of the column and is interposed between the column and the mountain side slope,
A plurality of support columns that tilt toward the valley side are supported at the same tilt angle by the mountain side holding rope adjusted in overhang length,
The angle adjustment leg attached on the site is fixed to the support column at a mounting height that matches the tilt angle of the support column so that reaction force can be obtained on the mountain side slope and the tilting of the multiple support columns toward the mountain side can be regulated. It is characterized by
Guard fence.
The angle adjustment leg can be attached to a slide plate that contacts the mountain side surface of the column, an oblique material that protrudes obliquely toward the mountain side slope on the back surface of the slide plate, and the slide plate can be attached to an arbitrary height of the column. The protective fence according to claim 1, further comprising fixing means.
The protective fence according to claim 2, wherein the fixing means is a bolting means.
The protective fence according to claim 2, further comprising a grounding plate at a lower end of the diagonal member.
The protective fence according to claim 1, wherein an inclination angle of the plurality of support columns is 20 ° to 0 ° with respect to a vertical line.
Connected between a mountain-side anchor and the head of the column, a plurality of columns that can be tilted on the slope, a protective net consisting of a plurality of net panels that are horizontally mounted between the upper and lower sides of adjacent columns It is a method of constructing a protective fence that is constructed using a mountain side holding rope,
Using the angle adjustment leg that is obliquely projected toward the mountain side slope on the side surface of the column and is interposed in the field between the column and the mountain side slope,
By adjusting the overhang length of the mountain side holding rope, the work of adjusting a plurality of columns tilting toward the valley side to the same tilt angle,
Adjusting and fixing the mounting height of the angle adjustment leg attached to the mountain side surface of the column at the site so that the tilting of the multiple columns toward the mountain side can be controlled by obtaining reaction force on the mountain side slope. Including,
How to install a protective fence.