JP6202113B2 - Protective fence - Google Patents

Description

  The present invention relates to a protective fence for preventing disasters caused by falling rocks, avalanches, earth and sand, or collapse.

  Conventionally, as a protective fence to prevent landslides caused by falling rocks, avalanches, etc., in an impact absorbing fence constructed by laying a rope material in a multistage manner between struts erected at intervals, two adjacent struts A main shock absorbing device for gripping the middle of the rope material is attached, and the main shock absorbing device of each support column is overlapped with the middle of the two rope materials, and the superposed length of each rope material is overlapped. An end stopper for restraining the pull-out of the rope material is attached, and a sub impact absorbing device for gripping between the main impact absorbing device and the end stopper of each of the laminated rope materials is attached, the main impact absorbing device and the sub impact The absorber is gripped with a clamping force that allows sliding with the rope material when a tension below the tensile strength of the rope material is applied, and when the end stopper, the sub impact absorber and the main impact absorber are in contact, Zhang And the bending force of the column can be transmitted to each other. The column is a rigid member manufactured by installing an unbonded PC steel material in the steel pipe and filling the steel tube with concrete (for example, Patent Document 1).

  Moreover, in order to raise the intensity | strength of a support | pillar, the support | pillar which consists of a double steel pipe which filled concrete etc. in the inside is known.

  Furthermore, the same applicant has a large diameter pipe, a medium diameter pipe inserted into the large diameter pipe, and a small diameter inserted into the medium diameter pipe in a support structure of a protection fence such as avalanche and falling rock standing upright on the ground. A triple pipe is configured with a pipe, and the triple pipe is formed from the upper part of the large-diameter pipe, which is above the installation surface, to the lower part of the large-diameter pipe, which is below the installation surface. A structure (for example, Patent Document 2) has been proposed, and in this support structure, it is described that an H-shaped steel is disposed in a steel pipe and a plate-shaped reinforcing material is provided on the outer surface of the flange portion of the H-shaped steel. Yes.

  Moreover, in the field of horizontal resistance piles, in horizontal resistance steel pipe piles with filled concrete, H-shaped steel is arranged in the steel pipe, and a steel plate is provided between the front and rear surfaces of the flanges before and after the H-shaped steel and the inner surface of the steel pipe. There is one provided with a cross-sectional reinforcing material in the front-rear direction made of, for example, Patent Document 3.

As described above, the same applicant has a large diameter pipe, a medium diameter pipe inserted into the large diameter pipe, and a medium diameter pipe inserted into the medium diameter pipe in the structure of a protective fence such as an avalanche and rockfall standing on the ground. A strut structure (for example, Patent Document 2 ) in which a triple pipe is configured with a small-diameter pipe is proposed. With this strut structure, stress against a load can be effectively improved.

And like patent document 2 , although the rock fall protection fence of a pile-type structure does not require a concrete foundation and construction is easy, pile construction is mostly excavated by down-the-hammer construction. The down-the-hammer construction cost increases with the diameter of the drill, so if the falling rock scale is reduced, the overall construction cost will increase, and there will be a problem that the merit of the small-sized pile type protective fence will be reduced in price. . In addition, down-the-hammer construction requires a large scaffold when construction from the road is difficult, and there is a problem that the transportation cost of materials and equipment increases.

Japanese Patent No. 2649891 JP 2012-193589 A Japanese Utility Model Publication No. 55-40031

  The strut structure of Patent Document 2 is excellent in measures against small to medium-scale rockfalls and avalanches. However, when the object is large, the diameter of the steel pipe and the diameter of the drilling hole for installing the steel pipe become large, and it may be difficult to respond depending on the conditions of the installation site.

  On the other hand, in the said patent document 3, the intensity | strength of a pile can be improved by the combination of H-section steel and the cross-section reinforcement material of the front-back direction. In particular, the thicker the flange near the inner surface of the steel pipe pile, the better the cross-sectional performance. However, since the H-section steel is a standard product, there is a limit to the thickness that can be used. In addition, by providing the cross-sectional reinforcing material, the steel pipe pile and the H-shaped steel can be integrated, but a cross-sectional reinforcing material in the front-rear direction cannot provide a great effect in terms of cross-sectional performance.

  Further, the cross-section reinforcing material has one end surface welded to the upper surface of the flange of the H-shaped steel and the other end surface pressed against the inner surface of the steel pipe pile. For this reason, since the inside of a steel pipe pile is partitioned off by a cross-section reinforcing material, there is a possibility that partial filling failure may occur unless the left and right spaces are filled when filling concrete.

  Moreover, when the pile of the said patent document 3 is used for this kind of support | pillar temporarily, since a support | pillar requires a ground part, full length becomes long. And if the full length of a support | pillar becomes long, a weight will increase, it will receive restrictions with the conditions on the field, and it will become impossible to construct as an integrated object. For this reason, the steel pipe and H-shaped steel which comprise the outer side of a support | pillar may be built separately, and it may be necessary to integrate on the spot.

  Then, an object of this invention is to provide the protective fence which can respond to external forces, such as a large-scale falling rock, avalanche, and collapsed earth and sand, without enlarging the diameter of a support | pillar more than necessary.

The guard fence according to claim 1 of the present invention is a guard fence comprising a plurality of pillars provided at predetermined intervals and filled with a filler, and a guard surface provided between the pillars. includes a large diameter pipes, a diameter tube in which is inserted into the large diameter tube, the inside and a small-diameter tube that is inserted into the diameter tube, erected on the installation surface, the diameter above and below the mounting surface tube and to the small diameter pipe is positioned between the in-diameter pipe, the flange portion is provided in said diameter tube, abuts the flange portion at the lower end of the large diameter tube, wherein the inner peripheral surface of the large diameter tube A gap between the outer peripheral surface of the medium-diameter pipe is closed by the flange, and the large-diameter pipe, the medium-diameter pipe, and the small-diameter pipe are connected by connecting means, and the lower end of the small-diameter pipe is the large-diameter characterized in that positioned below the lower end of the tube, the lower end of the in-diameter tube from the lower end position of the large diameter tube and the smaller diameter tube is extended downwardly To.

  According to the configuration of the first aspect, since the portion to be built into the ground below the installation surface is mainly a medium-diameter pipe having a smaller diameter than the large-diameter pipe, the construction is facilitated, and the large-diameter pipe and the intermediate A strut can be constructed in which the upper and lower sides of the installation surface are tripled by a tube and a small diameter tube. In addition, it is possible to install a pile-type protective fence easily at any location by dividing the support and reducing the weight, and by carrying and constructing manpower.

According to the configuration of 請 Motomeko 1, the gap between the outer peripheral surface in said diameter tube and the inner peripheral surface of the large diameter tube can be closed by the flange portion.

According to the structure of Claim 1 , the said large diameter pipe | tube, the said medium diameter pipe | tube, and the said small diameter pipe | tube can be connected by a connection means.

The safety barrier in claim 2 of the present invention, a plurality of stopper pieces on the outer peripheral surface of the small diameter tube, the smaller diameter tube with respect to the in-diameter tube of the plurality of stopper piece abuts on the upper end of the in-diameter tube wherein the height of the is positioned.

According to the structure of Claim 2 , the height of the said small diameter pipe with respect to the said medium diameter pipe can be positioned.

In the protective fence according to claim 3 of the present invention, the protective fence includes a plurality of support columns provided at predetermined intervals and filled with a filler, and a protective surface provided between the support columns. Is provided with a large-diameter pipe, a medium-diameter pipe inserted into the large-diameter pipe, and a small-diameter pipe inserted into the medium-diameter pipe. tube and to the small diameter pipe is positioned between the in-diameter tube, and the tube material in said same diameter and diameter tube is connected to the ground lower end of the large-diameter tube, and a connecting means for connecting the their large diameter pipe and tubing A portion where the large-diameter pipe and the pipe material are connected by the connecting means in a state where the upper portion of the pipe material is inserted into the lower portion of the large-diameter pipe, and is inserted into the large-diameter pipe on the outer peripheral surface of the pipe material A spacer is provided, and the center of the large-diameter pipe and the center of the pipe material are positioned by the spacer, The pipe is provided with a flange, the flange contacts the lower end of the large-diameter pipe, and the gap between the inner peripheral surface of the large-diameter pipe and the outer peripheral surface of the pipe is closed by the flange. The lower end of the pipe material extends downward from the lower end position of the large-diameter pipe .

According to the third aspect, when it is not possible to carry on site a long large-diameter pipe due welding conditions, it can be lengthened by connecting the tubing to the large diameter tube in situ.

According to the third aspect, the upper portion of the pipe member is inserted into the lower portion of the large-diameter pipe.

According to the structure of Claim 3 , the support | pillar by which the upper and lower sides of the installation surface were tripled by the large diameter pipe, the medium diameter pipe, and the small diameter pipe can be constructed.

According to the third aspect, the gap between the outer peripheral surface of the tubular member and the inner peripheral surface of the large-diameter pipe can be closed by the flange portion.

  According to the protective fence of the present invention, it is possible to provide a protective fence that can cope with external forces such as large-scale falling rocks, avalanches, collapsed earth and sand.

It is a front view of the protection fence in the reference example 1 of this invention. It is a side view of a protection fence same as the above. It is a front view of a terminal support | pillar vicinity same as the above. It is a front view near an intermediate | middle support | pillar same as the above. It is a side view of the pipe material and reinforcement material of a terminal support | pillar same as the above. It is a side view of the pipe material of an intermediate | middle support | pillar same as the above. It is a side view of a support | pillar upper part same as the above. It is a plane sectional view of a support | pillar upper part same as the above. It is a plane sectional view of the support | pillar of an installation surface position same as the above. It is a plane sectional view of the support | pillar of a spacer position same as the above. It is a side view of the center of a support | pillar same as the above. It is a side view of the support | pillar in a reinforcing material lower end same as the above. It is sectional drawing of the holding | maintenance holding | maintenance part vicinity of a terminal support | pillar same as the above. It is a front view near the holding part for buffering of a terminal support | pillar same as the above. It is a side view near the holding part for buffering of a terminal support | pillar same as the above. It is a front view of the holding | maintenance holding part vicinity of an intermediate | middle support | pillar same as the above. It is sectional drawing of the holding part vicinity for fixing of an intermediate | middle support | pillar same as the above. It is a front view of the holding | maintenance part main body of a holding part for fixation same as the above. It is a partially cutaway front view of a rotation connection mechanism same as the above. FIG. 4 is a partially cutaway side view of the rotary coupling mechanism. It is a top view of a rotation connection mechanism same as the above. It is a top sectional view of the support | pillar upper part in the reference example 2 of this invention. It is a plane sectional view of the support | pillar of an installation surface position same as the above. It is a plane sectional view of the support | pillar of a spacer position same as the above. It is a front view of the protection fence in the reference example 3 of this invention. It is a plane sectional view of a support | pillar upper part same as the above. It is a plane sectional view of the support | pillar of an installation surface position same as the above. It is a plane sectional view of the support | pillar of a spacer position same as the above. It is a top sectional view of the support | pillar upper part in the reference example 4 of this invention. It is a plane sectional view of the support | pillar of an installation surface position same as the above. It is a plane sectional view of the support | pillar of a spacer position same as the above. It is a plane sectional view of the support in reference example 5 of the present invention. It is a side view of the support | pillar in a reinforcing material lower end same as the above. It is a front view of the protection fence in Example 1 of this invention. It is a side view of a large diameter pipe, a medium diameter pipe, and a small diameter pipe same as the above. It is a side view of a support | pillar lower part same as the above. It is a top view of the large diameter pipe and small diameter pipe of a support | pillar upper part same as the above. It is sectional drawing of a support | pillar upper part same as the above. It is a top view of a support | pillar upper part same as the above. It is a top view of the center of a small diameter pipe same as the above. It is a top view of the lower part of a small diameter pipe same as the above. It is a top view of the principal part of a support | pillar same as the above. It is a side view of the lower part of a small diameter pipe same as the above. It is a front view of the protection fence in Example 2 of this invention. It is a side view of a large diameter pipe, a medium diameter pipe, and a small diameter pipe same as the above. It is a front view of a terminal support | pillar vicinity same as the above. It is a side view of a support | pillar lower part same as the above. It is a top view of the large diameter pipe and small diameter pipe of a support | pillar upper part same as the above. It is sectional drawing of a support | pillar upper part same as the above. It is a top view of a support | pillar upper part same as the above. It is a top view of a triple pipe part same as the above. It is a front view of the terminal column vicinity in Example 3 of this invention. It is a front view of the terminal column vicinity in Example 4 of this invention. It is a side view of a large diameter pipe, a medium diameter pipe, and a small diameter pipe same as the above. It is a side view of a support | pillar lower part same as the above.

Hereinafter, with reference to the attached drawings, preferred reference examples and embodiments of the protective fence according to the present invention will be described.
[Reference Example 1]

  FIGS. 1-21 shows the reference example 1 of this invention, and the guard fence of this reference example is the boundary part of the mountain side 2 and the trough side 3 provided with the inclined surface 1 along the inclined surface 1. FIG. A plurality of struts 5 erected in the vicinity, a horizontal rope member 6 provided in multiple stages in the vertical direction between the struts 5, and a net member 7 as a protective surface stretched between the struts 5 are provided.

  As the support | pillar 5, the lower part is built in the ground, the terminal support | pillar 8 which hold | maintains each edge part of the horizontal rope material 6, and standing between the said terminal support | pillar 8, and hold | maintains the intermediate part of the horizontal rope material 6 Intermediate struts 9 are provided.

  The terminal strut 8 and the intermediate strut 9 are provided with a reinforcing member 12 made of steel or the like inside an outer steel pipe 11 which is a pipe material. The reinforcing member 12 includes a core member 13 made of H-shaped steel. The core member 13 is provided with flange portions 14 and 14 disposed in a tension region (mountain side) and a compression region (counter mountain side) of the support column 5, and these flange portions. The web part 15 which connects the center of the left-right direction of 14 and 14 is integrally provided, and is formed long in the front-back direction. The flange portion 14 is a left and right plate portion, and the web portion 15 is a front and rear plate portion. On the outer surfaces of the flange portions 14, 14, a first strip plate 16 as a main reinforcing plate and a second strip plate 17 as an auxiliary reinforcing plate are provided. The first strip 16 and the second strip 17 are made of a steel plate or the like.

  The width W1 of the first strip 16 is wider than or the same as the width W2 of the second strip 17, and the thickness T1 of the first strip 16 is equal to or equal to the thickness T2 of the second strip 17. thick. Further, with respect to the inner diameter dimension S of the circular outer steel pipe 11, the width W1 is 0.3 to 0.7 of the inner diameter dimension S, and the width W2 is 0.2 to 0.5 of the inner diameter dimension S, provided that W1> = W2. The thickness T1 is 6 to 49 mm, and the thickness T2 is 6 to 36. The dimensions of the first strip 16 and the second strip 17 are set so that the outer corners of the first strip 16 and the second strip 17 do not contact the inner surface of the outer steel pipe 11. In addition, the reinforcing material 12 is a front / rear object and left / right symmetrical. Preferably, the width W1 of the first strip 16 is wider than the width W2 of the second strip 17, and the thickness T1 of the first strip 16 is thicker than the thickness T2 of the second strip 17.

  Further, the flange portions 14 on both sides are positioning portions for arranging the first strips 16 on both sides in parallel, and since the necessity for strength is low, the width W of the flange portion 14 should be 60 mm or more. That's fine.

  Further, the first strip 16 is attached to the flange portion 14 by partial welding, for example, spot welding, and similarly, the second strip 17 is attached to the second strip 17 by spot welding or the like. Further, the reinforcing material 12 is inserted into one end of the outer steel pipe 11, and after the insertion, the outer steel pipe 11 is filled with a filler 10 made of a cement-based solidifying material such as a non-shrink mortar, for example, the filler 10 For this, cement milk is used. Accordingly, since the outer steel pipe 11 and the reinforcing material 12 are integrated by the solidified filler 10, the strip plates 16, 17 and the flange portion 14 may be fixed by spot welding or the like.

  Further, as shown in FIGS. 9 and 10, the reinforcing member 12 is provided with a spacer 18 on the first strip 16. The spacer 18 is made of a steel plate and is provided outside the left and right side surfaces 16S and 16S of the first strip plate 16. Accordingly, the spacers 18 are provided at four positions, front, rear, left and right, in the length direction of the reinforcing member 12. In this example, spacers 18 are provided on both ends of the first strips 16 and 16 in the length direction. A spacer on the center side may be provided between the spacers 18 on both ends in the length direction.

  Further, the lower end of the core member 13 extends substantially at the same position or downward with respect to the first band plate 16 and the second band plate 17, and the upper end of the core member 13 extends to the first band plate 16 and the second band plate. The plate 17 extends upward with respect to the plate 17. Further, the upper portion of the outer steel pipe 11 is not provided with the first strip 16 and the second strip 17, and through holes 211, 211 in the left-right direction are provided at intervals in the vertical direction. Corresponding to 211 and 211, through-holes 212 and 212 are provided in the web portion 15 of the core member 13. Further, long bolts 213 as suspension means are inserted into the through holes 211, 212, 211, and nuts 214, 214 are screwed into the long bolts 213. The through hole 211 is provided at the center in the front-rear direction of the core member 13.

  Further, an outer reinforcement portion 215 made of a curved steel plate is provided on the outer surface of the support column 5 so as to straddle the upper and lower sides of the position of the installation surface 1A of the support column 5. The outer reinforcing portion 215 is provided along the outer surface before and after the outer surface of the column 5. That is, the angle θ of the reinforcing plate 215 is 60 degrees to 120 degrees, which is 90 degrees in this example, but the reinforcing plate 215 is an arc having a radius less than ½ of the radius of the column 5 (the angle θ is 180 degrees). Less). The height of the reinforcing plate 215 is such that the upper portion of the installation surface 1 </ b> A and the embedded portion of the installation surface 1 </ b> A are equal to or larger than the outer diameter of the column 5. By doing so, when the load is applied to the support column 5, the vicinity of the installation surface 1A of the support column where stress concentrates can be efficiently strengthened.

  A pair of left and right first cap mounting plates 19 projecting from the outer peripheral surface of the outer steel pipe 11 toward the inclined surface 1 on the mountain side 2 and the second cap mounting upper and lower sides of the through hole of the outer steel pipe 11. A plate 20 is provided. The first cap mounting plate 19 and the second cap mounting plate 20 are provided with a first cap mounting hole 21 and a second cap mounting hole 22, respectively.

  The outer steel pipe 11 of the terminal support column 8 includes a plurality of buffer holding portions 23 at predetermined intervals in the vertical direction on the side surface of the mountain that is installed toward the inclined surface 1 on the mountain side 2.

  The buffer holding portion 23 has a pair of upper and lower first fixing members 24 and 24 made of a steel plate having a substantially rectangular shape in plan view, one of which is attached to the mountain side surface of the outer steel pipe 11 of the terminal support column 8, The holding member 25 is rotatably mounted between the fixing members 24 and 24.

  Specifically, as shown in FIG. 15 or the like, a bracket 28 having a U-shaped side surface is used for attaching the grip portion 25. A shaft hole 26 formed so as to penetrate the bracket 28 in parallel with the central axis direction of the terminal column 8 is formed above and below the bracket 28, and a first fixing means 27 such as a bolt is screwed into the shaft hole 26. The bracket 28 is pivotally attached to the columns 5 and 8 with the fixing means 27 as the center. The upper and lower horizontal plate portions 28Y and 28Y of the bracket 28 are provided with through holes 24A and 24A for loosely inserting the first fixing means.

  The gripping portion 25 has a pair of gripping pieces 29, 29, and a first concave groove 31 and a second concave groove 32 having a semicircular cross section are provided on the mating surfaces of the gripping pieces 29, 29, respectively. They are arranged side by side at a predetermined interval in the central axis direction. Then, the pair of gripping pieces 29 and 29 and the vertical plate portion 28T of the bracket 28 are clamped by the second fixing means 25A such as high strength bolts and nuts, and the first concave grooves 31 and 31 and the second The first and second holding grooves 33 that pass through the grip portion 25 in a straight line and a substantially circular cross section with respect to the direction orthogonal to the central axis direction of the terminal column 8. , 34 are formed.

  In this gripping portion 25, the inner diameters of the first holding groove 33 and the second holding groove 34 arranged in parallel at a predetermined interval in the central axis direction of the terminal column 8 are formed smaller than the diameter of the lateral rope member 6. The horizontal rope member 6 can be held in the first holding groove 33 and the second holding groove 34 in a straight and slidable non-fixed state in a direction perpendicular to the central axis direction of the terminal support column 8. Yes. The gripping portion 25 is provided so as to be rotatable away from the terminal column 8 by a bracket 28.

  The outer steel pipe 11 of the intermediate strut 9 has a plurality of fixing holding portions 36 in the vertical direction corresponding to the buffer holding portions 23 of the terminal struts 8 on the mountain side faced toward the inclined surface 1 of the mountain side 2. A predetermined interval is provided.

  The fixing holding portion 36 is attached to a second fixing member 37 made of a steel plate having a substantially semicircular shape in plan view and attached to the mountain side surface of the outer steel pipe 11 of the intermediate column 9. And a holder main body 38 attached thereto.

  The holding portion main body 38 employs a so-called eyebolt having an annular portion 39 in the upper portion, a retaining portion 40 in the middle portion, and a male screw portion 41 in the lower portion, and the male screw portion 41 is connected to the second fixing member 37. In a state where the retaining portion 40 is in contact with the upper surface of the second fixing member 37 through a long hole-shaped through portion 37A formed so as to penetrate in parallel with the central axis direction of the intermediate support column 9. A nut 41 </ b> A is screwed into the male screw portion 41 from below the second fixing member 37, and is fixed to the second fixing member 37.

  In the holding portion main body 38, the inner diameter of the annular portion 39 is formed larger than the inner diameter of the horizontal rope member 6, the first holding groove 33, and the second holding groove 34, and the retaining portion 40 and the second holding portion 38. By arranging a spacer (not shown) between the fixing members 37 and between the second fixing member 37 and the nut 41A, the position of the annular portion 39 in the vertical direction, that is, in the central axis direction of the intermediate strut 9 is set. Adjustable.

  Here, the horizontal rope member 6 of this reference example includes a rope member body 42 formed by twisting a plurality of wires (here, three pieces), and stopper members 43 for preventing the rope member 42 provided at both ends of the rope member body 42. I have.

  A support cap 44 is attached to the upper part of each outer steel pipe 11. The support cap 44 is formed with a larger inner diameter than the outer diameter of the outer steel pipe 11, and has a bottomed cylindrical shape in which the upper part is closed and the lower part is opened.

  Further, the support cap 44 protrudes from the outer peripheral surface of the support cap 44 toward the side of the mountain that is installed toward the inclined surface 1 of the mountain side 2 corresponding to the first cap mounting plate 19 of the outer steel pipe 11. A pair of left and right third cap mounting plates 45 are provided. The third cap mounting plate 45 is provided with a third cap mounting hole 46 having a notch groove shape.

  With respect to the rotational connection structure of each support column 5, the third cap mounting plate 45 is placed on the first cap mounting plate 19 so that the first cap mounting hole 21 and the third cap mounting hole 46 coincide with each other. It is assumed that the column cap 44 is fitted on the upper portion of the outer steel pipe 11 of each column 5 in a state where is installed.

  Then, the third cap mounting hole 46, the first cap mounting hole 21, and the second cap mounting hole 22 are inserted in this order, and a plurality of nuts 47A are screwed from below the second cap mounting plate 20. The first cap mounting plate 19, the second cap mounting plate 20, and the third cap mounting plate 45 are provided with mounting bolts 47.

  A movable bracket 48 is attached to a mounting bolt 47 between the first cap mounting plate 19 and the second cap mounting plate 20 so as to be swingable in the horizontal direction. The movable bracket 48 includes a cylindrical bearing portion 50 into which a mounting bolt 47 can be inserted at one end of a bracket body 49 made of a steel plate material.

  The support member 51 that connects the upper part of the adjacent terminal column 8 and the upper part of the intermediate column 9 includes a steel support member main body 51A having a cylindrical shape, and support member side mounting members attached to both ends of the support member main body 51A. 52, and an end bracket 53 for connecting the support member side mounting member 52 and the movable bracket 48 to each other.

  One of the support member side mounting members 52 is inserted into both ends of the support member main body 51A, and then fixed to the support member main body 51A by welding or the like, and the other has mounting holes (not shown) for mounting. Made of steel plate.

  The end bracket 53 has a plurality of adjustment mounting holes (not shown) arranged in parallel at predetermined intervals from one side to an intermediate portion, and a mounting hole (not shown) attached to the movable bracket 48 on the other side. It is made of a steel plate material provided at least one side so as to be insertable into the support member main body 51A.

  The movable bracket 48 and the end bracket 53 are connected to a third portion such as a bolt and a nut through a penetration portion (not shown) of the bracket body 49 of the movable bracket 48 and a mounting hole (not shown) of the end bracket 53. The fixing means 57 are connected.

  Further, the end bracket 53 and the support member side mounting member 52 are appropriately provided with adjustment mounting holes (not shown) corresponding to the distance between the terminal column 8 and the intermediate column 9 among a plurality of adjustment mounting holes (not shown). Through the adjustment mounting hole (not shown) of the selected support member-side mounting member 52 and the mounting hole (not shown) of the end bracket 53, and the like. The four fixing means 58 are connected.

  In addition, the horizontal rope members 6, 6... Provided in the upper and lower stages are attached with a spacing member 59 that holds the horizontal rope material 6 in the vertical direction between the support columns 5, 5. ing. The spacing holding member 59 is formed of a plurality of rope insertion portions 61 through which the horizontal rope material 6 is inserted into a steel plate material corresponding to the buffer holding portion 23 of the terminal column 8 and the fixing holding portion 36 of the intermediate column 9. Are arranged at a predetermined interval.

  The rope insertion part 61 fixes the U bolt 62 to the interval holding member 59 with a nut (not shown), and inserts the horizontal rope member 6 into the annular portion surrounded by the U bolt 62 and the interval holding member 59. is there.

  The mesh material 7 is a wire mesh knitted with a metal wire disposed on the mountain side 2 in a region surrounded by each support column 5, the support member 51, and the like.

Further, the net member 7 is also fixed to the horizontal rope member 6 via an attachment member 64 such as a coupling coil.

  As a comparative example, the cross-sectional performance of an outer diameter of 267.4 mm of steel pipe and a thickness of 41.0 mm was examined as a comparative example. In FIG. 9, the outer steel pipe 11 has an outer diameter of 267.4 mm and a thickness of 6.6 mm, and the core material 13 is an H-shaped steel having a front-rear width of 125 mm and a flange portion 14 in FIG. The left and right width is 60 mm, the flange portion 14 is 8 mm thick, the web portion 15 is 6 mm thick, the first strip 16 is a steel plate, the left and right width is 150 mm, the thickness is 36 mm, and the second strip The plate 17 is a steel plate having a lateral width of 100 mm and a thickness of 16 mm, and the outer reinforcing portion 215 is a steel plate having a thickness of 6.6 mm and an angle θ of 90 degrees.

  Table 1 exemplifies a steel pipe having the same outer diameter and a thickness of 41 mm as a comparative example. Both have the same section modulus, but the weight of the comparative example is 20% or more heavier. In addition, although the processing cost per kilometer is high for the implemented product, since the material cost, plating fee, and transportation cost are proportional to the weight, as a whole, the unit price of the support is 1.79 times or more that of the implemented product as a unit price. Become. In the embodiment, 50% or more (about 53%) of the section modulus can be obtained by the front and rear first strip plates 16, 16 and the second strip plates 17, 17.

  In particular, since the pile-type protective fence in which the pillar is built is often set in a place where it is difficult to install a concrete foundation, the size and weight of the drilling hole 65 are often limited. On the other hand, the comparative product of a single steel pipe is heavy and thus unsuitable for construction in a narrow space, and there is no general-purpose product with a thickness of 41 mm.

  Explaining the construction method of the support fence post 5 described above, an excavation hole 65 having a diameter larger than that of the outer steel pipe 11 is formed in the installation surface 1A of the support pillar 5, and the lower part of the outer steel pipe 11 is inserted into the excavation hole 65. The outer steel pipe 11 is installed in the drilling hole 65. In this case, the outer steel pipe 11 may be fixed by filling the excavation hole 65 with the filler before inserting the reinforcing material 12, or after the reinforcing material 12 is integrally provided in the outer steel pipe 11, 11 may be fixed to the drilling hole 65.

  After the column 5 is built, the reinforcing member 12 is lifted using one through hole 212. Then, the lower end 12K of the reinforcing member 12 is aligned with the upper opening of the outer steel pipe 11, the reinforcing member 12 is suspended in the outer steel pipe 11, and the other through hole 212 and the through hole of the outer steel pipe 11 are shown in FIG. Long bolts 213 are inserted into 211 and 211, and nuts 214 and 214 are screwed into the long bolts 213. Thereafter, similarly, a long bolt 213 is inserted into the other through hole 212 and the through holes 211 and 211 of the outer steel pipe 11, and nuts 214 and 214 are screwed into the long bolt 213. In this case, since the outer steel pipe 11 and the reinforcing material 12 can be hung separately, the components here are light and can be installed in places subject to construction restrictions.

  When the reinforcing member 12 is inserted into the outer steel pipe 11 in this way, the length direction of the reinforcing member 12 with respect to the outer steel pipe 11 is positioned by the two long bolts 213 and 213. In addition, the two long bolts 213 and 213 position the front and rear positions on the upper side of the reinforcing member 12 in the cross section of the outer steel pipe 11, and the spacers 18 at a plurality of locations of the reinforcing member 12 in the cross section of the outer steel pipe 11 The front-rear and left-right positions are positioned.

  When the filler 10 is filled from the upper opening of the outer steel pipe 11 in this state, the filler 10 is passed through the gap between the outer corners of the first strip 16 and the second strip 17 and the inner surface of the outer steel pipe 11. The inside of the steel pipe 11 is smoothly filled. And the reinforcing material 12 is integrally provided in the outer steel pipe 11 by solidifying the filled filler 10.

  In addition, the support | pillar 5 is built so that the 1st strip 16 and the 2nd strip 17 may be located in the valley side 3 which is the mountain side 2 and the anti-mountain side.

  When the falling rocks, avalanches, earth and sand, etc. from the mountain side 2 collide with the net material 7 which is the protective surface of the protective fence, the horizontal fence material 6 moves from the mountain side 2 to the valley side 3 in an attempt to buffer the impact applied to the net material 7. Deflection.

  And when the horizontal rope material 6 bends from the mountain side 2 to the valley side 3, the buffer rope side holding member 23 and the horizontal rope material 6 held by the fixed side holding portion 36 are bent, respectively, so that the buffer side holding portion The horizontal rope member 6 is pulled out from 23.

  Here, in the buffer side holding part 23, since the holding part 25 rotates and the holding direction of the horizontal rope material 6 is directed to the location where the horizontal rope material 6 is bent, it is directed to the location where the horizontal rope material 6 is bent. All the horizontal rope members 6 are drawn out smoothly. That is, it is possible to prevent the lateral rope member 6 from being forcibly bent.

  As described above, in this reference example, in the protection fence including the plurality of support columns 5 provided at predetermined intervals and the net member 7 serving as a protection surface provided between the support columns 5, the support columns 5 are outside the tube material. A steel pipe 11, a reinforcing material 12 provided inside the outer steel pipe 11, and a filler 10 filled in the outer steel pipe 11 are provided. The reinforcing material 12 includes a core material 13 in the front-rear direction and a front side of the core material 13. And a first strip 16 as a main reinforcing plate in the left-right direction provided on the rear side, and the core member 13 includes a web portion 15 as a front-rear plate portion in the front-rear direction, and a left-right direction provided at both ends of the web portion 15. And the first strip 16 is wider and thicker in the left-right direction than the flange 14, so that the wider and thicker first strip 16 is attached to the inner surface of the outer steel pipe 11. By arranging on the side, the cross-sectional performance against the bending moment is improved. The core material 13 can be made of I-shaped steel or H-shaped steel, which is a relatively inexpensive standard product, and the main reinforcing plate can be made of a plate material. Therefore, the configuration of the reinforcing material 12 is simplified.

  In this way, in this reference example, the second strip plate 17 serving as the auxiliary reinforcing plate is provided, and the second strip plates 17 and 17 are front and rear surfaces of the first strip plates 16 and 16 serving as the main reinforcing plates on the front side and the rear side. Since the second strip 17 is provided in the gap between the first strip 16 and the inner surface of the pipe material, the cross-sectional performance against the bending moment can be improved.

  In this way, in this reference example, the outer steel pipe 11 serving as the pipe material has a circular cross section, and the second strip 17 serving as the auxiliary reinforcing plate is formed to be narrower in the left-right direction than the first strip 16 serving as the main reinforcing plate. Therefore, the second strip 17 can be provided in the gap between the first strip 16 and the inner surface of the outer steel tube 11 in the outer steel pipe 11 having a circular cross section. The cross-sectional performance can be improved.

  In addition, in this reference example, since the spacer 18 is provided between the reinforcing member 12 and the inner surface of the outer steel pipe 11 serving as the pipe material, the space having the gap communicated with the gap. The filler 10 can be filled smoothly inside.

  As described above, in this reference example, the spacers 18 and 18 are provided on the left and right sides of the first strip plate 16 as the main reinforcing plate, and the spacers 18 and 18 are partially provided in the length direction of the first strip plate 16. Therefore, even if the 1st strip 16 is adjoined to the inner surface of the outer side steel pipe 11, a space | interval can be provided in the inner surface of a main reinforcement material and a pipe material.

Further, as an effect on the reference example, since the spacers 18 are provided at the four positions on the front, rear, left and right in the length direction of the reinforcing member 12, the center of the reinforcing member 12 can be aligned with the outer steel pipe 11, Since the spacer 18 is made of a steel plate, it serves as a guide when the reinforcing member 12 is inserted into the outer steel pipe 11. Furthermore, since the upper end of the core member 13 is extended upward with respect to the first strip plate 16 and the second strip plate 17 and the through hole 211 is provided on the upper end side of the core member 13, the upper portion of the core member 13 is used. It is possible to simply suspend and suspend and insert the core material 13 into the outer steel pipe 11.
[Reference Example 2]

  22 to 24, the second embodiment of the present invention will be described in detail with the same reference numerals assigned to the same parts as the first embodiment, and detailed description thereof omitted. The core material of this example is composed of a square steel pipe 71 having a long cross section in the front-rear direction. The front and rear side plate portions 71A and 71A of the square steel pipe 71 are left and right plate portions, and the front and rear side plate portions of the square steel pipe 71. 71B and 71B are front and rear side plate portions. The first band plate 16 is attached to the front and rear side plate portions 71A by spot welding or the like. The through holes 212 and 212 are formed in the left and right side plate portions 71A and 71A. As shown in FIG. 23, it is preferable to fill the filler 10 into the square steel pipe 71 as well.

  Further, the front and rear side plate portions 71A and 71A are positioning portions for arranging the first strips 16 on both sides in parallel, and since the necessity for strength is low, the width W of the side plate portion 71A should be 60 mm or more. The thickness of the square steel pipe 71 may be 6 mm or less.

  As a comparative example, the cross-sectional performance of an outer diameter of 267.4 mm of steel pipe and a thickness of 41.0 mm was examined as a comparative example. The square steel pipe 71 has a thickness of 4.5 mm, a front-rear width of 125 mm, and a left-right width of 75 mm. The first strip 16, the second strip 17, and the outer reinforcing portion 215 are the same as in the first reference example.

  Table 2 exemplifies a steel pipe having the same outer diameter and a thickness of 41 mm as a comparative example. Both have the same section modulus, but the weight of the comparative example is 20% or more heavier. In addition, the processing cost per kilometer is high for the implemented product, but since the material cost, plating fee, and transportation cost are proportional to the weight, as a whole, the unit price of the support is 1.79 times more than the implemented product as a unit price. Become. In the embodiment, 50% or more (about 53%) of the section modulus can be obtained by the front and rear first strip plates 16, 16 and the second strip plates 17, 17.

  As described above, in this reference example, in the protection fence including the plurality of support columns 5 provided at predetermined intervals and the net member 7 serving as a protection surface provided between the support columns 5, the support columns 5 are outside the tube material. A steel pipe 11, a reinforcing material 12 provided inside the outer steel pipe 11, and a filler 10 filled in the outer steel pipe 11 are provided. The reinforcing material 12 includes a square steel pipe 71 as a core material in the front-rear direction, A first strip 16 that is a main reinforcing plate in the left-right direction provided on the front side and the rear side of the shaped steel pipe 71, the core member 13 is a web portion 15 that is a front-rear plate portion in the front-rear direction, and both end portions of the web portion 15 Since the first strip 16 is wider and thicker in the left-right direction than the flange 14, the same operation and effect as in Reference Example 1 are achieved. .

  As described above, in this reference example, the square steel pipe 71 as the core material has the left and right side plate portions 71A as the front and rear plate portions arranged on the left and right sides, and the left and right sides of the side plate portions 71A and 71A in the left and right direction. A square steel pipe 71 having a superior strength in which the side plate portions 71B and 71B as the left and right plate portions are connected to each other can be used as a core material.

Further, as an effect on the reference example, by providing a square steel pipe 71, through holes 212 are formed in the left and right side plate portions 71B and 71B at the same height, and long bolts 213 are formed in the through holes 212 and 212, respectively. By inserting, stable lifting and positioning can be performed.
[Reference Example 3]

  25 to 28, reference example 3 of the present invention will be described in detail with the same reference numerals assigned to the same parts as those of the above reference examples, and detailed description thereof omitted. The outer steel pipe 11A in this example is a square steel pipe, and the four sides of the square steel pipe are equal and the corners are curved.

  Further, in the reinforcing member 12 of this example, the width W2 of the second strip 17 is wider than or equal to the width W1 of the first strip 16, and the thickness T2 of the second strip 17 is equal to that of the first strip 16. It is equal to or thicker than the thickness T1. Further, the width W1 is 0.93 or more of the inner width dimension W and the width W2 is 0.68 or more of the inner diameter dimension S with respect to the inner width dimension W of the core-type outer steel tube 11A, provided that W1 <= W2. . The thickness T1 is 6 to 49 mm, and the thickness T2 is 6 to 36 mm. The dimensions of the first strip 16 and the second strip 17 are set so that the outer corners of the first strip 16 and the second strip 17 do not contact the inner surface of the outer steel pipe 11. In addition, the reinforcing material 12 is a front / rear object and left / right symmetrical. Preferably, the width W2 of the second strip 17 is wider than the width W1 of the first strip 16, and the thickness T2 of the second strip 17 is thicker than the thickness T1 of the first strip 16.

  The reinforcing member 12 is provided with a spacer 18 on the outer surface of the second strip 17. The spacer 18 is made of a steel plate, and is provided on the front and rear surfaces of the front and rear second strips 17 with a space left and right. As shown in FIG. 27, the outer reinforcing portion 215 is made of a steel flat plate, and the left and right widths WG of the outer reinforcing portion 215 are substantially equal to the width W1 of the first strip 16.

  Further, the cap mounting hole 21A is provided in the first cap mounting plate 19, and the column cap 44 is installed in a state where the third cap mounting plate 45 is installed on the first cap mounting plate 19. It fits on the upper part of the outer steel pipe 11 of each support column 5, and a bolt (not shown) is inserted into the third cap mounting hole 46 and the cap mounting hole 21A. The third cap mounting plate 45 is fixed to the cap mounting plate 19. Similar to the first embodiment, a movable bracket 48 is attached to a mounting bolt 47 between the first cap mounting plate 19 and the second cap mounting plate 20 so as to be swingable in the horizontal direction.

  As described above, in this reference example, in the protection fence including the plurality of support columns 5 provided at predetermined intervals and the net member 7 serving as a protection surface provided between the support columns 5, the support columns 5 are outside the tube material. A steel pipe 11A, a reinforcing material 12 provided inside the outer steel pipe 11A, and a filler 10 filled in the outer steel pipe 11A are provided. The reinforcing material 12 includes a core material 13 in the front-rear direction and a front side of the core material 13 And a first strip 16 as a main reinforcing plate in the left-right direction provided on the rear side, and the core member 13 includes a web portion 15 as a front-rear plate portion in the front-rear direction, and a left-right direction provided at both ends of the web portion Since the first strip 16 is wider and thicker in the left-right direction than the flange 14, the same action and effect as in Reference Example 1 are achieved.

  In addition, since the outer steel pipe 11A is a square steel pipe, the front-rear dimension of the outer steel pipe 11A can be suppressed, so that when the columns 8, 9 are erected on the concrete foundation, the front-rear dimension of the concrete foundation is kept small. Can do.

Further, as an effect on the reference example, since the outer steel pipe 11A is square, the second strip 17 closer to the outer side is made thicker than the inner first strip 16 so that the strength is excellent. The outer reinforcing portion 215 must be fixed to the outer steel pipe 11A so as to have a predetermined mounting strength. However, since the second strip 17 is integrated with the outer steel pipe 11A by the filler 10, There is an advantage in manufacturing that high mounting strength is not required.
[Reference Example 4]

29 to 31, reference example 4 of the present invention will be described in detail with the same reference numerals assigned to the same parts as those of the above reference examples, and detailed description thereof omitted. In this example, the core material made of the H-shaped steel of Reference Example 3 is replaced with a square steel pipe 71 having a long cross section in the front-rear direction, and even when the outer steel pipe 11A is a square type, There is an effect.
[Reference Example 5]

  32 to 33, reference example 5 of the present invention will be described in detail with the same reference numerals assigned to the same parts as those of the reference examples described above, and detailed description thereof omitted. The reinforcing member 12 in this example is composed only of the square steel pipe 71 which is the core member 13.

  Thus, if it is not necessary to attach the first strip, the second strip and the outer reinforcing portion in stress, the support column 8 of the protective body is formed by the multi-angle steel tube composite support column of only the outer steel tube 11A and the inner square steel tube 71. , 9 can be configured. In this reference example, the double pipe is exemplified, but a triple pipe in which an intermediate square steel pipe is disposed between the outer steel pipe 11A and the square steel pipe 71 may be used.

  34 to 43, the first embodiment of the present invention will be described in detail with the same reference numerals assigned to the same parts as those of the above-described reference examples, and detailed description thereof omitted. The struts 8 and 9 in this example are triple tubes having a circular cross section or a square cross section.

  As shown in FIG. 35, the support columns 8 and 9 are composed of a large-diameter pipe 81 as an outer pipe, a medium-diameter pipe 82 inserted into the large-diameter pipe 81, and a small-diameter inserted into the medium-diameter pipe 82. A pipe 83, and is erected on the installation surface 1A. Further, the medium diameter pipe 82 is shorter than the large diameter pipe 81 and the small diameter pipe 83, and the medium diameter pipe 82 and the small diameter pipe 83 are arranged with their lower end positions substantially aligned, and are larger than the lower end positions of the medium diameter pipe 82 and the small diameter pipe 83. The lower end of the diameter pipe 81 extends downward, and the upper end positions of the large diameter pipe 81 and the small diameter pipe 83 are substantially the same.

  In a pillar-type strut that does not use a concrete foundation, the underground part below the position of the installation surface 1A becomes longer, and the strut may become longer as a whole. On the other hand, the length of the member constituting the column is limited when the vehicle is transported or when it is carried on the site, and the maximum loading length when using a trailer is about 12 m, for example. It is necessary to join on site.

  Therefore, in this embodiment, the support columns 8 and 9 are configured to provide a lower extension at the lower end of the large-diameter pipe 81, and the configuration will be described below.

  As shown in FIG. 35, in this example, the lower extension portion is made of a tube material 84 having the same diameter and the same thickness as the medium diameter tube 82. As shown in FIG. 36 and the like, a plurality of through-holes 85, 85 in the left-right direction are provided at a lower portion of the large-diameter pipe 81 at regular intervals in the length direction. Three through holes 85 are provided in the vertical direction. Further, through holes 86, 86, 86 are formed in the upper portion of the pipe member 84 so as to correspond to the through holes 85, 85, 85. The through holes 85 and 86 are formed on both the left and right sides through the diameter of the tube.

  Further, a long bolt 87 and a nut 88 are used as connecting means, the long bolt 87 is inserted into the through holes 85 and 86, and the two nuts 88 and 88 are screwed to the tip of the long bolt 87, so that A pipe 84 is connected to the lower end of the diameter pipe 81. Further, the tube member 84 is provided with a flange portion 84F corresponding to the lower end of the large diameter tube 81, and in the connected state, the flange portion 84F abuts on the lower end 81K of the large diameter tube 81, The flange 84F closes the gap between the peripheral surface and the outer peripheral surface of the medium diameter tube 82.

  Further, a flat bar 89 as a suspension means is fixed to the upper portion of the small diameter tube 83 in the diameter direction of the small diameter tube 83. As shown in FIG. 37, the length of the flat bar 89 is shorter than the inner diameter dimension of the large-diameter pipe 81, and both ends of the flat bar 89 are close to the inner surface of the large-diameter pipe 81. Make. Further, in the upper part of the large-diameter pipe 81, through-holes 91, 91 in the front-rear direction are provided, and through-holes 92, 92 in the front-rear direction are provided in the small-diameter pipe 83 corresponding to the through-holes 91, 91. . Then, the long bolt 87 is inserted into the through holes 91 and 92, and two nuts 88 and 88 are screwed onto the tip of the long bolt 87, so that the upper portion of the small diameter tube 83 and the upper portion of the large diameter tube 81 are connected. Is fixedly connected.

  Further, as shown in FIGS. 35 and 40, four spacers 93, 93, 93, 93 are provided at equal intervals in the circumferential direction at the center in the length direction of the small diameter pipe 83. , 93 are made of steel plate pieces, and are positioned so as to be in contact with or close to the inner surface of the medium diameter tube 82 and to align the center of the small diameter tube 83 with the center of the medium diameter tube 82.

  Also, as shown in FIG. 36 and the like, the pipe member 84 is provided with a plurality (four places) of spacers 94, 94, 94, 94 at equal intervals in the circumferential direction. These spacers 94, 94, 94, 94 are made of steel plate pieces, and are positioned so as to contact the inner surface of the large diameter pipe 81 and to align the center of the pipe member 84 with the center of the large diameter pipe 81. As shown in FIG. 36, spacers 94 are respectively provided and positioned on the upper side and the lower side of the portion inserted into the large-diameter pipe 81 of the pipe member 84.

  As shown in FIGS. 41 to 43, a plurality of (four places) locking projections 95, 95, 95, 95, which are upward locking portions, are provided at equal intervals in the circumferential direction at the lower end of the small-diameter pipe 83. Each of the locking projections 95, 95, 95, 95 is made of a substantially triangular plate piece made of steel, and has an upper inclined portion 95K that is inclined downward, and the upper inclined portion 95K is a medium diameter tube. The lower end of the small-diameter pipe 83 is positioned at the lower end of the small-diameter pipe 83. Further, the locking projection 95 is positioned so that the outer end of the locking projection 95 is in contact with or close to the inner surface of the large diameter tube 81 and the center of the small diameter tube 83 is aligned with the center of the large diameter tube 81.

  In this example, the large-diameter pipe 81, the medium-diameter pipe 82, the small-diameter pipe 83, and the pipe member 84 are steel pipes having a circular cross section, but square steel pipes may be used.

  Next, the construction method of the protective fence will be described focusing on the construction of the support. A drilling hole 65 for inserting the lower part of the large-diameter pipe 81 and the pipe material 84 is excavated on the installation surface 1A, and the upper part of the pipe member 84 is inserted into the lower part of the large-diameter pipe 81. As shown in FIG. The long bolt 87 and the nut 88 are connected. As a result, the length of the large-diameter pipe 81 can be extended, and since the extension portion consisting of the lower portion of the pipe material 84 is located at the lowest part of the support columns 8 and 9, the applied stress is also smaller than the others, and the large-diameter pipe 81 Compared to 81, a thin tube material 84 having a small diameter can be used.

  A pipe 84 is inserted into the drilling hole 65 below the large-diameter pipe 81, and the large-diameter pipe 81 is fixed by filling the drilling hole 65 with a filler such as mortar.

  On the other hand, when the small-diameter pipe 83 is inserted from the lower part of the medium-diameter pipe 82, the medium-diameter pipe 82 and the small-diameter pipe 83 are aligned by the spacer 93. As shown in FIG. 43, a locking projection 95 is formed at the lower end of the medium diameter pipe 82, and the medium diameter pipe 82 and the small diameter pipe 83 can be lifted using the flat bar 89. The lower part of the small-diameter pipe 83 is inserted and suspended from the upper part of the large-diameter pipe 81, and the long bolt 87 is inserted into the through-holes 91 and 92 with the through-holes 91 and 92 aligned as shown in FIG. The small diameter pipe 83 is fixed to the large diameter pipe 81.

  Thereafter, the large diameter pipe 81, the medium diameter pipe 82 and the small diameter pipe 83 are filled with the filler 10, and these three are integrated.

Thus, in this embodiment, corresponding to claim 3 , a plurality of support columns 5 provided at predetermined intervals and filled with a filler 10 inside, and a mesh material as a protective surface provided between the support columns 5 7, the support column 5 includes a large-diameter pipe 81, a medium-diameter pipe 82 inserted into the large-diameter pipe 81, and a small-diameter pipe 83 inserted into the medium-diameter pipe 82. It includes, erected on the installation surface 1A, vertically positioned the medium diameter pipes 82 and the small diameter tube 83 and large diameter tube 81 of the mounting surface 1A, and diameter tube 82 in connected to ground lower end of the large-diameter tube 81 the the diameter of the tube 84, and a connecting means Chief bolts 87 for connecting with their large-diameter pipe 81 and the tubing 84, in a state where the upper is inserted in the tubing 84 to the bottom of the large-diameter tube 81, the long bolts 87 The large-diameter pipe 81 and the pipe material 84 are connected to each other, and a spacer 94 is provided at a portion inserted into the large-diameter pipe 81 on the outer peripheral surface of the pipe material 84. The center of the large-diameter pipe 81 and the center of the pipe material 84 are positioned by the spacer 94. The tube 84 is provided with a flange 84F, the flange 84F contacts the lower end 81K of the large diameter pipe 81, and the gap between the inner peripheral surface of the large diameter tube 81 and the outer peripheral surface of the tube 84 is the flange. Since it is blocked by 84F and the lower end of the pipe 84 is extended downward from the position of the lower end 81K of the large diameter pipe 81, if the long large diameter pipe 81 cannot be brought into the site due to construction conditions, etc. The large diameter pipe 81 can be extended by connecting the pipe 84 to the diameter pipe 81.

Thus, in this embodiment, corresponding to the third aspect , the outer tube is the large-diameter tube 81, and the support column 5 includes the large-diameter tube 81 and the medium-diameter tube 82 inserted into the large-diameter tube 81. And the small-diameter pipe 83 inserted into the medium-diameter pipe, and the large-diameter pipe 81, the medium-diameter pipe 82, and the small-diameter pipe 83 are positioned above and below the installation surface 1A. Thus, it is possible to construct the column 5 in which the upper and lower sides of the installation surface 1A are tripled by the small diameter pipe 83.

Thus, in this embodiment, in correspondence with claim 3 , the tube 84 is provided with the flange 84F, and the large diameter tube 81F is the outer tube with the flange 84F being connected to the large diameter tube 81 and the tube 84. The flange 84F is in contact with the lower end of 81, the gap between the inner peripheral surface of the large-diameter pipe 81 and the outer peripheral surface of the tube 84 is closed by the flange 84F, and the flange 84F is in contact with the lower end 81K of the large-diameter pipe 81. Since the flange portion 84F closes the gap between the inner peripheral surface of the pipe 81 and the outer peripheral surface of the medium diameter pipe 82, the filler 10 does not leak out.

  Further, as an effect of the embodiment, the lower projection of the small diameter pipe 83 is engaged with the lower end of the small diameter pipe 83 and the upper inclined portion 95K is engaged with the lower end of the medium diameter pipe 82. In addition, the outer end of the locking projection 95 is positioned so that the center of the small-diameter pipe 83 is aligned with the center of the large-diameter pipe 81 in contact with or close to the inner surface of the large-diameter pipe 81.

  44 to 51, the second embodiment of the present invention will be described in detail by assigning the same reference numerals to the same portions as those of the reference examples and embodiments described above, and omitting the detailed description thereof. The struts 8 and 9 in this example are triple tubes having a circular cross section or a square cross section.

  As shown in FIG. 45, the support columns 8 and 9 include a large-diameter tube 81, a medium-diameter tube 82 inserted into the large-diameter tube 81, and a small-diameter tube 83 inserted into the medium-diameter tube 82. And is erected on the installation surface 1A. The small-diameter pipe 83 is longer than the large-diameter pipe 81 and is arranged so that the upper end positions of the small-diameter pipe 83 and the large-diameter pipe 81 are substantially aligned, and the medium-diameter pipe 82 extends downward from the lower ends of the large-diameter pipe 81 and the small-diameter pipe 83. It is installed. Further, the lower end of the small diameter pipe 83 is positioned below the large diameter pipe 81.

  The large diameter pipe 81, the medium diameter pipe 82, and the small diameter pipe 83 are positioned above and below the installation surface 1A. In this example, the outer diameters of the large diameter pipe 81, the medium diameter pipe 82, and the small diameter pipe 83 are 89.1 mm or less, 60.5 mm or less, and 48.6 mm or less.

  A plurality of left and right through holes 101, 102, 103 are provided in the overlapping portion of the large diameter pipe 81, the medium diameter pipe 82, and the small diameter pipe 83. In this example, the large diameter pipe 81 is spaced 2 in the longitudinal direction. The through-holes 101, 102, and 103 are provided at locations. The through holes 101, 102, 103 are formed on the left and right sides respectively through the diameter of the tube.

  Further, the long bolt 87 and the nut 88 are used as connecting means, the long bolt 87 is inserted into the through holes 101, 102, 103, and the two nuts 88, 88 are screwed to the tip of the long bolt 87. Thus, the large diameter pipe 81, the medium diameter pipe 82 and the small diameter pipe 83 are connected. Corresponding to the lower end of the large diameter pipe 81, the intermediate diameter pipe 82 is provided with a flange portion 82F, and in the connected state, the flange portion 82F abuts against the lower end 81K of the large diameter tube 81, The flange portion 82F closes the gap between the inner peripheral surface of the tube and the outer peripheral surface of the medium diameter tube 82. The flange portion 82F may be provided at the lower end of the large diameter pipe 81. In the figure, 83K is the lower end of the small diameter pipe 83, and 82J is the upper end of the medium diameter pipe 82.

  Further, the flat bar 89 as a suspension means / spacer is fixed to the upper portion of the small diameter tube 83 in the diameter direction of the small diameter tube 83.

  Furthermore, as shown in FIG. 45, at the center in the length direction of the small diameter tube 83, four stopper pieces 105, 105, 105, 105 are provided at equal intervals in the circumferential direction, and these stopper pieces 105, 105, 105, 105 is made of a steel plate piece and abuts on the upper end of the medium diameter pipe 82 so that the height of the small diameter pipe 83 relative to the medium diameter pipe 82 is positioned.

  Further, a plurality (four places) of the spacers 94, 94, 94, 94 are provided at equal intervals in the circumferential direction on the upper outer surface of the medium diameter pipe 82. The spacers 94, 94, 94, 94 are made of steel plate pieces, and are positioned so as to contact the inner surface of the large-diameter pipe 81 and align the center of the medium-diameter pipe 82 with the center of the large-diameter pipe 81. .

As shown in FIG. 45, the excavation bit 106 is attached and closed at the lower part of the intermediate diameter pipe 82, or the lower part of the intermediate diameter pipe 82 is closed by the lid 107 as shown in FIG. Good.
In this example, the large-diameter pipe 81, the medium-diameter pipe 82, the small-diameter pipe 83, and the pipe material 84 are steel pipes having a circular cross section, but square steel pipes may be used.

  Next, the construction method of the protective fence will be described focusing on the construction of the support. The excavation hole 65 for inserting the lower part of the medium diameter pipe 82 is excavated on the installation surface 1A, and the lower part of the medium diameter pipe 82 is inserted and temporarily fixed. In this case, the through hole 102 is temporarily fixed in a state where it is above the installation surface 1A so that the connection work can be performed on the ground. As the temporary fixing method, a support tool that sandwiches the outer surface of the medium diameter tube 82 is placed on the installation surface 1A and the medium diameter tube 82 is held.

  Thereafter, when the small diameter pipe 83 is lifted using the flat bar 89, and the small diameter pipe 83 is inserted from the upper part of the medium diameter pipe 82 and suspended, the stopper piece 105 comes into contact with the upper end of the medium diameter pipe 82, and the medium diameter pipe 82 The height position of the small diameter pipe 83 is determined with respect to 82, and the height positions of the respective through holes 102 and 103 are matched.

  Further, the large-diameter pipe 81 is lifted, the large-diameter pipe 81 is hung and covered with the small-diameter pipe 83 and the medium-diameter pipe 82, and the lower end of the large-diameter pipe 81 comes into contact with the flange portion 82F of the medium-diameter pipe 82 The height position of the large diameter pipe 81 is determined with respect to the medium diameter pipe 82, and the height positions of the respective through holes 101, 102, 103 are matched. Thereafter, long bolts 87 are inserted into the through holes 101, 102, 103, and nuts 88, 88 are screwed together so that the large diameter pipe 81, the medium diameter pipe 82, and the small diameter pipe 83 are connected and integrated in the length direction. . The actions of the spacers 93, 94 and the like are the same as those in the above reference example and example.

  After the connection and integration, temporary fixing is released and the columns 8 and 9 are pushed into the ground to a predetermined depth, the excavation hole 65 is filled with a filler to fix the columns 8 and 9, and the columns 8 and 9 are fixed. When the filler 10 is filled therein and the filler 10 is cured, the large-diameter pipe 81, the medium-diameter pipe 82, and the small-diameter pipe 83 are integrated, and the large-diameter pipe 81 extends over the installation surface 1A. As a result, a triple pipe portion in which the medium diameter pipe 82 and the small diameter pipe 83 overlap is formed.

Thus, in this embodiment, corresponding to claim 1, a plurality of support columns 5 provided at predetermined intervals and filled with a filler 10 inside, and a net member as a protective surface provided between the support columns 5. 7, the support column 5 includes a large-diameter pipe 81, a medium-diameter pipe 82 inserted into the large-diameter pipe 81, and a small-diameter pipe 83 inserted into the medium-diameter pipe 82. The large-diameter pipe 81, the medium-diameter pipe 82, and the small-diameter pipe 83 are positioned above and below the installation surface 1A. The intermediate-diameter pipe 82 is provided with a flange portion 82F. Abutting the lower end 81K of the large-diameter pipe 81, the gap between the inner peripheral surface of the large-diameter pipe 81 and the outer peripheral surface of the medium-diameter pipe 82 is closed by the flange 82F, and a long bolt 87 and a nut 88 serving as connection means The large-diameter pipe 81, the medium-diameter pipe 82, and the small-diameter pipe 83 are connected to each other, and the lower end of the small-diameter pipe 83 is located below the lower end 81K of the large-diameter pipe 81. The lower end of 82 extends downward Therefore, since the installation part into the ground below the installation surface 1A is mainly the medium diameter pipe 82 smaller in diameter than the large diameter pipe 81, the construction becomes easy, and the large diameter pipe 81 and the medium diameter pipe 82 It is possible to construct the column 5 in which the upper and lower sides of the installation surface 1A are tripled from the small diameter pipe 83. Moreover, the pillar 5 can be divided and reduced in weight, and a pile-type protective fence can be easily installed at any place by manual transportation and construction.

Medium Thus, in this embodiment, corresponding to claim 2, a plurality of stopper pieces 105 on the outer circumferential surface of the small diameter tube 83, abuts a plurality of stopper piece 105 to the upper end of the middle diameter tube 82 The height of the small-diameter pipe 83 relative to the radial pipe 82 is positioned, and preferably, the stopper pieces 105 are provided at a plurality of positions (preferably three or more) at equal intervals in the circumferential direction, so that the medium-diameter pipe 82 and the large-diameter pipe 81 are positioned. Can be combined.

Thus, in the present embodiment, corresponding to claim 1 , the intermediate diameter tube 82 is provided with the flange portion 82F, and the flange portion 82F has a large diameter in a state where the large diameter tube 81 and the intermediate diameter tube 82 are connected. Since the flange 82F closes the gap between the inner peripheral surface of the large-diameter tube 81 and the outer peripheral surface of the medium-diameter tube 82, the filler 10 does not leak out.

  52, the third embodiment of the present invention will be described in detail with the same reference numerals assigned to the same parts as those of the reference examples and the embodiments described above, and detailed description thereof omitted. In this example, a bowl-shaped excavation hole 101 is formed on the installation surface 1A corresponding to the position of the support column, and the excavation hole 101 is enlarged and formed in a taper shape from the bottom surface 101A toward the upper surface 101B at the installation surface position. The excavation hole 65 is formed downward from the bottom surface 101A. The depth of the cut hole 101 is substantially equal to the length of the underground portion of the medium diameter pipe 82.

  As an example, after forming the excavation hole 65 into which the medium diameter pipe 82 can be inserted, the medium diameter pipe 82 is inserted into the excavation hole 65, the filling material is filled into the excavation hole 65, and the lower portion of the medium diameter pipe 82 is formed. Secure in the ground. As another example, the bit 106 is provided in the lower part of the medium diameter pipe 82, and the medium diameter pipe 82 is pushed in while rotating and fixed in the ground. In this case as well, the filler may be filled in the excavation hole formed by the bit 106.

  In either case, after fixing the medium diameter pipe 82, the small diameter pipe 83 is inserted into the medium diameter pipe 82 in the same manner as in the second embodiment, and the large diameter pipe 81 is inserted into the medium diameter pipe 82 and the small diameter pipe 83. After covering and integrating the large diameter pipe 81, the medium diameter pipe 82 and the small diameter pipe 83 in the length direction with the long bolt 87 and the nut 88 which are connection means, the large diameter pipe 81, the medium diameter pipe 82 and the small diameter The inside of the tube 83 is filled with the filler 10.

  After the large diameter pipe 81, the medium diameter pipe 82 and the small diameter pipe 83 are connected and integrated in the length direction, the opening hole 101 is filled with a curable material such as mortar, and the mortar of the opening hole 101 is refilled. Curing forms the base.

  As described above, in this embodiment, the same operation and effect as the above-described reference example and embodiment are achieved. In this example, the excavation hole 65 into which the medium diameter pipe 82 can be inserted is formed by forming the cut hole 101. If it forms, it will be sufficient and construction of excavation hole 65 can be simplified.

  Further, as an effect of the embodiment, by providing the bit 106 at the lower part of the medium diameter pipe 82, the medium diameter pipe 82 can be pushed in and fixed in the ground while rotating. In this case, the bit 106 is left buried in the ground.

53 to 55, the fourth embodiment of the present invention will be described in detail by assigning the same reference numerals to the same portions as those of the reference examples and embodiments described above, and omitting the detailed description thereof. In this example, Example 2 and Oite to 3, the through holes 101, 102, 103 respectively mounting surface than the upper 1A large diameter pipe 81, a medium diameter tube 82, is formed on the ground portion of the small-diameter tube 83 . In this example, the through-holes 101, 102, 103 are formed in the left-right direction of the large-diameter pipe 81, the medium-diameter pipe 82, and the small-diameter pipe 83, assuming that the peak side and the valley side are the front-rear direction.

  Therefore, it is possible to connect the large diameter pipe 81, the medium diameter pipe 82, and the small diameter pipe 83 by using the long bolt 87 in the ground part. A pile-type protective fence can be easily installed even at a place. In addition, the upper and lower parts of the ground (installation surface 1A) where the most stress is required have a triple structure, the lower part of the underground part where the stress is the least can be single, the other can be a double structure, and can be disassembled. The weight of the column member can be reduced.

  As described above, in this embodiment, in accordance with the first aspect of the present invention, in a protective fence provided with a plurality of support columns 5 provided at predetermined intervals and a net member 7 as a protective surface provided between the support columns 5. The support column 5 includes a large-diameter pipe 81, an intermediate-diameter pipe 82 inserted into the large-diameter pipe 81, and a small-diameter pipe 83 inserted into the intermediate-diameter pipe 82, and is erected on the installation surface 1A. Since the large-diameter pipe 81, the medium-diameter pipe 82, and the small-diameter pipe 83 are positioned above and below the installation surface 1A, and the lower end of the medium-diameter pipe 82 extends downward from the lower end 81K position of the large-diameter pipe 81, The same operations and effects as the above-described embodiments are achieved.

  Further, as an effect of the embodiment, the large diameter pipe 81, the medium diameter pipe 82, and the small diameter pipe 83 can be connected using a long bolt 87 in the ground portion.

  The present invention is not limited to the above embodiments, and can be modified without departing from the spirit of the present invention. For example, each strut is not limited to a triple pipe composed of an inner tube material, an intermediate tube material, and an outer tube material. Moreover, the structure of a terminal support | pillar and an intermediate | middle support | pillar can be made into the same structure.

1A Installation surface 7 Net material (protective surface)
8 Terminal support 9 Intermediate support
10 Filler
11 outer steel tube
81 large diameter pipe
81K bottom
82 Medium diameter pipe
82F Isobe
83 Small diameter pipe
84 Pipe material
84F Isobe
87 Long bolt (connecting means)
88 Nut (connection means)
105 Stopper piece

Claims (3)

In a protective fence provided with a plurality of columns provided with a predetermined interval and filled with a filler, and a protective surface provided between the columns,
The support column includes a large-diameter pipe, a medium-diameter pipe inserted into the large-diameter pipe, and a small-diameter pipe inserted into the medium-diameter pipe, and is erected on the installation surface.
Wherein the small diameter tube the large diameter tube and the in diameter tube above and below the mounting surface is positioned,
The intermediate diameter pipe is provided with a flange, the flange contacts the lower end of the large diameter pipe, and the gap between the inner peripheral surface of the large diameter pipe and the outer peripheral surface of the medium diameter pipe is the flange. Blocked by the part,
The large diameter tube, the medium diameter tube and the small diameter tube are connected by a connecting means,
The lower end of the small diameter pipe is located below the lower end of the large diameter pipe,
A protective fence, wherein a lower end of the medium-diameter pipe extends downward from a lower end position of the large-diameter pipe and the small-diameter pipe . Characterized in that the outer providing a plurality of stopper pieces on the peripheral surface, the height of the small diameter tube with respect to the in-diameter tube of the plurality of stopper piece abuts on the upper end of the in-diameter tube of the small diameter tube is positioned claim 1 Symbol placement of fences and. In a protective fence provided with a plurality of columns provided with a predetermined interval and filled with a filler, and a protective surface provided between the columns,
The support column includes a large-diameter pipe, a medium-diameter pipe inserted into the large-diameter pipe, and a small-diameter pipe inserted into the medium-diameter pipe, and is erected on the installation surface.
The large diameter pipe, the medium diameter pipe and the small diameter pipe are located above and below the installation surface,
Wherein comprises a large-diameter pipe is connected to the ground lower the in-diameter pipe and the diameter of the tube, and a connecting means for connecting the their large diameter pipe and tubing,
With the upper portion of the pipe inserted in the lower part of the large diameter pipe, the large diameter pipe and the pipe are connected by the connecting means,
A spacer is provided in a portion of the outer peripheral surface of the pipe inserted into the large diameter pipe, and the center of the large diameter pipe and the center of the pipe are positioned by the spacer,
The pipe is provided with a flange, the flange contacts the lower end of the large-diameter pipe, and the gap between the inner peripheral surface of the large-diameter pipe and the outer peripheral surface of the pipe is closed by the flange. And
A protective fence, wherein a lower end of the pipe material extends downward from a lower end position of the large-diameter pipe .

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