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JP2005336720A - Slope falling rock protective structure - Google Patents

Slope falling rock protective structure Download PDF

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Publication number
JP2005336720A
JP2005336720A JP2004153228A JP2004153228A JP2005336720A JP 2005336720 A JP2005336720 A JP 2005336720A JP 2004153228 A JP2004153228 A JP 2004153228A JP 2004153228 A JP2004153228 A JP 2004153228A JP 2005336720 A JP2005336720 A JP 2005336720A
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slope
nets
rope
net
meshes
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JP2004153228A
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JP4162045B2 (en
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Yutaka Hosokawa
細川  豊
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SANWA SEKKEI KK
Raiteku KK
Kaihatsu Concrete KK
Wakow Bussan Co Ltd
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SANWA SEKKEI KK
Raiteku KK
Kaihatsu Concrete KK
Wakow Bussan Co Ltd
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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A10/00TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
    • Y02A10/23Dune restoration or creation; Cliff stabilisation

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  • Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To provide a slope falling rock protective structure superior in workability for stably fixing a corner part of nets, while easily installing the nets. <P>SOLUTION: A plurality of nets 11 and 11 composed of a synthetic resin are juxtaposed, to cover a slope with these nets 11 and 11. The nets 11 have a rope material 16 being an edge rope material on the four sides, and have a fixture 21 for installing the corner part 11K of the nets 11 on the slope. The nets and a rope can be simultaneously arranged by juxtaposing a plurality of nets 11 having the rope material 16, and the workability is improved. The corner part 11K of the plurality of nets 11 can be efficiently fixed by having a locking shaft for locking the corner part 11K of the nets 11. The rope does not overlap each other like a conventional rope, and unreasonable force is not applied to the rope material 16 by a fixation. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

本発明は、斜面の落石や地滑りを防止して斜面を防護する斜面落石防護構造に関する。   The present invention relates to a slope falling rock protection structure that protects a slope by preventing rock fall and landslide on the slope.

従来、この種のものとして、斜面の法面に沿い金網を張設するとともに、金網上に両端部をアンカーした複数の縦ワイヤロープ及び横ワイヤロープを左右、上下間隔を置き張設する落石等の防護網工において、法面にモルタル注入孔を備えたビツト付きアンカーロツドを打ち込むとともに、同時にモルタル注入孔を介しロツド先端部からロツド周囲の地盤にモルタルを注入して、アンカーロツドを法面に打ち込み養生した後、アンカーロツドの上部に支圧板及び押え板を装着して少なくとも縦、横ワイヤロープを挟持し固定するとともに金網を法面上に押圧してアンカーした防護網(例えば特許文献1)の防護構造がある。   Conventionally, as this kind of thing, a wire mesh is stretched along the slope of the slope, and a plurality of vertical wire ropes and horizontal wire ropes anchored at both ends on the wire mesh are left and right, and falling rocks are stretched at vertical intervals, etc. At the same time, the anchor rod with a bit having a mortar injection hole is driven into the slope, and at the same time, the mortar is injected from the tip of the rod into the ground around the rod through the mortar injection hole, and the anchor rod is driven into the slope and cured. After that, a protective structure (for example, Patent Document 1) in which a support plate and a presser plate are attached to the upper portion of the anchor rod, and at least the vertical and horizontal wire ropes are sandwiched and fixed and the wire mesh is pressed on the slope to be anchored. There is.

上記従来技術のように、この種の網を用いる防護構造では、ワイヤーロープや金網を組み合わせ、斜面を覆って防護するようにしている。しかし、このような防護構造では、網とワイヤーロープ材とを別々に施工するため、施工性に劣る面がある。   As in the above prior art, in the protection structure using this type of net, a wire rope or a wire net is combined to cover the slope and protect. However, in such a protective structure, since a net | network and a wire rope material are constructed separately, there exists a surface inferior to workability.

さらに、鋼製のワイヤーロープや網を用いるものでは、部材自身が重量物となるため、据付用の重機が必要となり、施工範囲に制約を受け、工期の長期化し、工費が嵩む問題がある。そして、斜面落石防護のために設けられる防護構造は重機の使用に不向きな山の斜面などに設けられることが多いため、このような山の斜面に防護体を設ける施工では、部材が重量物であると、その搬入作業も煩雑となり、施工性に劣る問題がある。   Furthermore, in the case of using a steel wire rope or net, since the member itself becomes a heavy object, a heavy machine for installation is required, and there is a problem that the construction range is limited, the construction period is prolonged, and the construction cost is increased. And since the protection structure provided for rock fall rock protection is often provided on the slopes of mountains that are unsuitable for heavy machinery use, in the construction of providing protection bodies on such slopes, the members are heavy. If it exists, the carrying-in operation | work will become complicated and there exists a problem inferior to workability.

そこで、施工性に優れ、工法簡易にして低価格での施工を可能とし、網の交換が容易な網を用いたものとして、斜面を網で覆う防護構造において、前記網が合成樹脂からなり、前記網を斜面に設置するアンカー及びロックボルトを備えた防護構造(例えば特許文献2)が提案されている。
特開平7‐300820号公報(図1及び図2) 特開2003−261910号公報(図17及び図18)
Therefore, it is excellent in workability, enables construction at a low cost with a simple construction method, and uses a net that allows easy replacement of the net, in a protective structure that covers the slope with a net, the net is made of synthetic resin, A protective structure (for example, Patent Document 2) including an anchor and a lock bolt for installing the net on a slope has been proposed.
JP-A-7-300820 (FIGS. 1 and 2) JP 2003-261910 A (FIGS. 17 and 18)

上記合成樹脂からなる網を用いた防護柵では、施工性に優れ、工法簡易にして低価格での施工を可能とし、また、必要な場合網の交換が容易となる。   The protective fence using the mesh made of the synthetic resin is excellent in workability, can be constructed at a low cost by simplifying the construction method, and can easily be replaced when necessary.

ところで、上記のような合成樹脂からなる網を用いて広い面積を覆う場合、複数枚の網が必要となり、取付のために従来のアンカーを用いた場合、効率よく取り付けることができない。そこで、4つの網の角部を固定するために、例えば、特許文献1の支圧板及び押え板を用いたとすると、網が四重に重なりあって安定せず、さらに、合成樹脂製であるから、その四重に重なった角部を支圧板及び押え板で締め付けると、角部を傷める虞もある。   By the way, when a large area is covered using a net made of a synthetic resin as described above, a plurality of nets are required, and when a conventional anchor is used for mounting, it cannot be mounted efficiently. Therefore, for example, if the bearing plate and presser plate of Patent Document 1 are used to fix the corners of the four meshes, the meshes are overlapped and are not stable, and are made of synthetic resin. If the corners that overlap the quadruple are tightened with the bearing plate and the presser plate, the corners may be damaged.

そこで、本発明は、網の設置を簡便に行うことができ、網の角部を安定して固定することができ、施工性にも優れた斜面落石防護構造を提供することを目的とする。   Therefore, an object of the present invention is to provide a slope fall rock protection structure that can easily install a net, stably fix a corner of the net, and is excellent in workability.

請求項1の発明は、合成樹脂製からなる複数の網を並べ、これら網により斜面を覆った斜面防護構造であって、前記網は四方に縁ロープ材を有し、前記網の角部を斜面に取り付ける取付具を備えるものである。   The invention of claim 1 is a slope protection structure in which a plurality of meshes made of synthetic resin are arranged and the slopes are covered with these meshes, the meshes having edge rope members in all directions, and the corners of the meshes It is equipped with a fixture to be attached to the slope.

また、請求項2の発明は、前記取付具は、複数の網の角部に対応してそれぞれ設けられ該角部が係止する係止部を有する取付具本体と、この取付具本体を斜面に固定する固定手段とを備えるものである。   According to a second aspect of the present invention, there is provided a fixture main body having a locking portion that is provided corresponding to a corner portion of a plurality of meshes, and that the corner portion locks. And fixing means for fixing to.

また、請求項3の発明は、4つの前記係止部を有し、隣接する4つの網の角部を前記取付具により斜面に固定したものである。   Further, the invention of claim 3 has four of the locking portions, and the corner portions of four adjacent meshes are fixed to the slope by the fixture.

また、請求項4の発明は、前記角部の縁ロープ材を前記係止部に係止し、前記固定手段の周囲にほぼ等間隔で前記4つの係止部を配置したものである。   According to a fourth aspect of the present invention, the edge rope material at the corner is locked to the locking portion, and the four locking portions are arranged at substantially equal intervals around the fixing means.

また、請求項5の発明は、前記固定手段がアンカーであり、前記取付具本体は、前記係止部が間に設けられ着脱可能な上,下ベース部と、これら上,下ベース部に形成され前記アンカーを挿通する挿通孔とを備えるものである。   According to a fifth aspect of the present invention, the fixing means is an anchor, and the fixture main body is formed on the upper and lower base portions and the upper and lower base portions that are detachably provided with the locking portions interposed therebetween. And an insertion hole through which the anchor is inserted.

請求項1の構成によれば、縁ロープ材を有する網を複数並べることにより、網とロープとを同時に設けることができ、施工性に優れたものとなる。   According to the structure of Claim 1, a net | network and a rope can be provided simultaneously by arranging the net | network which has an edge rope material, and it becomes the thing excellent in workability.

また、請求項2の構成によれば、網の角部を係止部に係止し、取付具本体を斜面に固定することにより、複数の網の角部を効率よく固定することができる。   Moreover, according to the structure of Claim 2, the corner | angular part of a some net | network can be efficiently fixed by latching the corner | angular part of a net | network to a latching | locking part, and fixing a fixture main body to a slope.

また、請求項3の構成によれば、4つの網の角部を1つの取付具により斜面に固定することができる。   Moreover, according to the structure of Claim 3, the corner | angular part of four mesh | networks can be fixed to a slope with one fixture.

また、請求項4の構成によれば、4つの網の角部を固定手段に対してほぼ均等な位置に並べて固定することができる。   According to the fourth aspect of the present invention, the corners of the four nets can be arranged and fixed at substantially equal positions with respect to the fixing means.

また、請求項5の構成によれば、角部を係止部に係止し、上,下ベース部を組み立てると共に、これら上,下ベース部に挿通したアンカーを斜面に固定して取付具を固定する。   According to the fifth aspect of the present invention, the corner portions are locked to the locking portions, the upper and lower base portions are assembled, and the anchors inserted through the upper and lower base portions are fixed to the inclined surface. Fix it.

本発明における好適な実施の形態について、添付図面を参照しながら詳細に説明する。なお、以下に説明する実施の形態は、特許請求の範囲に記載された本発明の内容を限定するものではない。また、以下に説明される構成の全てが、本発明の必須要件であるとは限らない。各実施例では、従来とは異なる斜面落石防護構造を採用することにより、従来にない斜面落石防護構造が得られ、その斜面落石防護構造を夫々記述する。   Preferred embodiments of the present invention will be described in detail with reference to the accompanying drawings. The embodiments described below do not limit the contents of the present invention described in the claims. In addition, all of the configurations described below are not necessarily essential requirements of the present invention. In each embodiment, an unprecedented slope fall rock protection structure is obtained by adopting a slope fall rock protection structure different from the conventional one, and the slope fall rock protection structure is described respectively.

以下、本発明の防護柵の実施例1について図1〜図8を参照して説明する。同図に示すように、斜面落石防護構造1は、複数の網11とこの網11を斜面に取り付ける取付具21とを備える。尚、網11は正面略長方形形状をなし、この例ではほぼ正方形形状のものを用いる。   Hereinafter, Embodiment 1 of the guard fence of the present invention will be described with reference to FIGS. As shown in the figure, the slope rockfall protection structure 1 includes a plurality of nets 11 and a fixture 21 for attaching the nets 11 to the slope. The net 11 has a substantially rectangular shape on the front, and in this example, a substantially square shape is used.

図6〜図8に示すように、前記網11は合成樹脂からなる貫通型無結筋網であり、例えば合成樹脂製の繊維糸12,12Aを複数撚り合わせて線材13,13Aを形成し、これら線材13,13Aは交差方向をなし、交差部14により無結筋により相互に固定されている。尚、無結節網にはラッセル式もあるが、好ましくは貫通型を用いる。図6は構造を説明する説明図であり、同図に示すように、線材13,13Aの交差部14において、一方の線材13の繊維糸12,12の間に隙間により形成する輪部15に、他方の線材13Aの繊維糸12A,12Aを前後逆方向から挿通し、さらに、交差部14においても繊維糸12,12Aを撚って輪部15,15Aを閉めることにより、両線材13,13Aを交差部14で固定する。尚、15Aは交差部14で前記繊維糸12A,12Aの間に隙間により形成する輪部である。そして、図6は説明のために輪部15,15Aを開いて図示したが、実際の網11では、前記輪部15,15Aは閉じられた構造となる。   As shown in FIGS. 6-8, the said net | network 11 is a penetration type non-knotty net | network which consists of synthetic resins, for example, twists the fiber yarns 12 and 12A made from a synthetic resin, and forms the wire materials 13 and 13A, These wire rods 13 and 13A have a crossing direction, and are fixed to each other by a crossing portion 14 by a knotless bar. There is a Russell type for the knotless net, but a penetration type is preferably used. FIG. 6 is an explanatory view for explaining the structure. As shown in FIG. 6, at the intersecting portion 14 of the wire rods 13 and 13A, the ring portion 15 formed by a gap between the fiber yarns 12 and 12 of the one wire rod 13 is formed. By inserting the fiber yarns 12A and 12A of the other wire rod 13A from the front and back directions, and twisting the fiber yarns 12 and 12A at the crossing portion 14 and closing the ring portions 15 and 15A, both the wire rods 13 and 13A are inserted. Is fixed at the intersection 14. Reference numeral 15A denotes an annular portion formed by a gap between the fiber yarns 12A and 12A at the intersecting portion 14. 6 is shown with the ring portions 15 and 15A opened for explanation, but in the actual net 11, the ring portions 15 and 15A have a closed structure.

また、網11は略長方形状をなし、網11の四方の縁には、縁ロープ材たるロープ材16が設けられている。また、図7及び図8に示すように、前記ロープ材16において線材13,13Aの端部側を折り返し、線材13,13Aの重複部分18で線材13,13A相互を固定し、表裏の線材13,13Aの間にロープ材16を配置する。   Further, the net 11 has a substantially rectangular shape, and a rope member 16 as an edge rope member is provided on the four edges of the net 11. Further, as shown in FIGS. 7 and 8, the end portions of the wire rods 13 and 13A in the rope member 16 are folded back, and the wire rods 13 and 13A are fixed to each other by overlapping portions 18 of the wire rods 13 and 13A. , 13A is disposed between the rope members 16.

また、網11に用いる合成樹脂としては、高密度のポリエチレンなどが好適であり、その高密度のポリエチレンを用いた場合、網11の比重は0.94〜0.96である。また、必要に応じて、網11にカーボンブラックや紫外線吸収剤を使用して耐候性を向上することができる。   The synthetic resin used for the net 11 is preferably high-density polyethylene or the like, and when the high-density polyethylene is used, the specific gravity of the net 11 is 0.94 to 0.96. If necessary, the weather resistance can be improved by using carbon black or an ultraviolet absorber for the net 11.

防護構造1は、岩(図示せず)などが埋まった山の斜面を複数の網11で覆ったものであり、網11の角部11Kを取付具21により斜面に固定する。尚、この例では、角部11Kはロープ材16の屈曲角部である。   The protective structure 1 is a mountain slope covered with rocks (not shown) or the like covered with a plurality of nets 11, and a corner 11 </ b> K of the net 11 is fixed to the slope with a fixture 21. In this example, the corner portion 11K is a bent corner portion of the rope member 16.

図3〜図5に示すように、前記取付具21は、取付具本体である平板状の上,下ベール部22,23の中央に貫通孔24,24をそれぞれ形成し、この貫通孔24の周囲に係止部たる係止軸25,25,25,25を等間隔に設け、隣合う係止軸25,25の間隔(隙間)は、前記ロープ材16の直径の2倍以上であり、この例では前記ロープ材16の直径のほぼ2倍としている。また、前記貫通孔24と係止軸25との間隔は、ロープ材16の直径以上であり、この例ではロープ材16の直径とほぼ等しい。したがって、複数の網11,11,11,11の角部11K,11K,11K,11Kをほぼ同一平面に位置させて係止軸25,25,25,25に係止することができる。そして、前記係止軸25を前記下ベース部23に固定し、図5に示すように、係止軸25の上部外周に段差部25Aを形成し、この段差部25Aが係合する段付き孔26が前記上ベース部22に形成されている。尚、前記係止軸25は円柱形状をなし、ロープ材16が係止する部分が曲面になっている。また、上,下ベース部22,23の内面には、弾性部材たるゴムパッド27が接着などにより一体的に設けられ、下ベース部23のゴムパッド27にも貫通孔24に連通する孔が設けられ、上ベース部23のゴムパッド27にも貫通孔24及び段付き孔26に連通する孔が設けられている。したがって、段差部25Aを段付き孔26に着脱自在に挿入することにより、上,下ベース部22,23を組み立てることができる。図4に示すように、前記貫通孔24,24には固定手段たるアンカー28が挿通され、アンカー28が斜面に固定され、該アンカー28の上側ネジ部にナット29を螺合する。   As shown in FIGS. 3 to 5, the fixture 21 is formed with through holes 24, 24 at the center of the upper and lower bale portions 22, 23 that are the plate body as the fixture body. Locking shafts 25, 25, 25, 25, which are locking portions, are provided at equal intervals, and the interval (gap) between the adjacent locking shafts 25, 25 is at least twice the diameter of the rope member 16, In this example, the diameter of the rope member 16 is approximately twice. Further, the distance between the through hole 24 and the locking shaft 25 is equal to or greater than the diameter of the rope member 16, and in this example, is approximately equal to the diameter of the rope member 16. Therefore, the corners 11K, 11K, 11K, 11K of the plurality of nets 11, 11, 11, 11 can be positioned on substantially the same plane and locked to the locking shafts 25, 25, 25, 25. Then, the locking shaft 25 is fixed to the lower base portion 23, and as shown in FIG. 5, a stepped portion 25A is formed on the outer periphery of the upper portion of the locking shaft 25, and a stepped hole is engaged with the stepped portion 25A. 26 is formed in the upper base portion 22. The locking shaft 25 has a cylindrical shape, and a portion where the rope material 16 is locked is a curved surface. Further, on the inner surfaces of the upper and lower base portions 22, 23, a rubber pad 27 as an elastic member is integrally provided by adhesion or the like, and a hole communicating with the through hole 24 is also provided in the rubber pad 27 of the lower base portion 23, The rubber pad 27 of the upper base portion 23 is also provided with a hole communicating with the through hole 24 and the stepped hole 26. Therefore, the upper and lower base portions 22 and 23 can be assembled by detachably inserting the step portion 25A into the stepped hole 26. As shown in FIG. 4, an anchor 28 as a fixing means is inserted into the through holes 24, 24, the anchor 28 is fixed to the inclined surface, and a nut 29 is screwed into the upper screw portion of the anchor 28.

31は補助アンカーであり、ロープ材16の中央側を斜面に固定する。また、必要に応じて、隣合う網11,11のロープ材16,16を接続用繊維ロープ32により接続する。この場合、図9などに示すように、ロープ材16,16に接続繊維用ロープ32を螺旋状に編み込むことにより接続できる。   31 is an auxiliary anchor, and fixes the center side of the rope member 16 to the slope. Further, if necessary, the rope members 16 and 16 of the adjacent nets 11 and 11 are connected by the connecting fiber rope 32. In this case, as shown in FIG. 9 and the like, the ropes 16 and 16 can be connected by knitting a connection fiber rope 32 in a spiral shape.

次に、前記防護構造1の施工方法につき説明すると、図1に示すように、上下左右に隣合う網11,11のロープ材16,16を沿わせるようにして、斜面に複数の網11を升目状に並べ、かつ、網11の角部11Kを合わせ、全体の周囲では、2つの角部11K,11Kを隣合わせ、中央側では、4つ角部11K,11K,11K,11Kを隣合わせる。それら2つの角部11K,11K、4つ角部11K,11K,11K,11K及び周囲の1つの角部11Kの固定に、前記取付具21を用いることができる。   Next, the construction method of the protective structure 1 will be described. As shown in FIG. 1, a plurality of nets 11 are formed on the slope so that the ropes 16 and 16 of the nets 11 and 11 adjacent to each other are vertically and horizontally aligned. The corners 11K of the net 11 are aligned, the two corners 11K, 11K are adjacent to each other around the whole, and the four corners 11K, 11K, 11K, 11K are adjacent to each other on the center side. The fixture 21 can be used to fix the two corners 11K, 11K, the four corners 11K, 11K, 11K, 11K and one surrounding corner 11K.

ここで、4つ角部11K,11K,11K,11Kを例に説明すると、4つ角部11K,11K,11K,11Kの中心位置で斜面にアンカー28を固定し、そのアンカー28を貫通孔24に通して下ベース部23を斜面上に配置しておく。そして、4つ角部11K,11K,11K,11Kを対応する係止軸25,25,25,25に掛けるようにして係止する。すると、4つ角部11K,11K,11K,11Kが整列して並び、この後、アンカー28を貫通孔24に通して、上ベース部22を上から被せ、段差部25Aと段付き孔26とを嵌合し、アンカー28にナット29を螺合し、該ナット29と斜面とにより上,下ベース部22,23を締め付けた状態で固定する。   Here, the four corner portions 11K, 11K, 11K, and 11K will be described as an example. The anchor 28 is fixed to the slope at the center position of the four corner portions 11K, 11K, 11K, and 11K, and the anchor 28 is passed through the through hole 24. The lower base portion 23 is placed on the slope. Then, the four corner portions 11K, 11K, 11K, and 11K are engaged with the corresponding engagement shafts 25, 25, 25, and 25 to be engaged. Then, the four corner portions 11K, 11K, 11K, and 11K are aligned and arranged, and then the anchor 28 is passed through the through hole 24, the upper base portion 22 is covered from above, the step portion 25A and the stepped hole 26 are And the nut 29 is screwed into the anchor 28, and the upper and lower base portions 22 and 23 are fixed by the nut 29 and the slope.

また、隣接する2つの角部11K,11Kは、2つの係止軸25,25を用いて同様に固定し、周囲の1つの角部11Kは、1つの係止軸25を用いて同様に固定する。また、隣合うロープ材16,16を接続用繊維ロープ材32により接続し、また、ロープ材16の角部11K,11K間の中央側を、補助アンカー31により斜面に固定する。   Two adjacent corners 11K and 11K are similarly fixed using two locking shafts 25 and 25, and one surrounding corner 11K is similarly fixed using one locking shaft 25. To do. Further, the adjacent rope members 16 and 16 are connected by the connecting fiber rope member 32, and the center side between the corner portions 11K and 11K of the rope member 16 is fixed to the slope by the auxiliary anchor 31.

このように周囲にロープ材16を組み込んだ網11を複数並べて斜面を覆うことにより、網部分とロープとを同時に設けることができ、従来の網とロープを別々に設けるものに比べて施工性の向上を図ることができる。また、複数の係止軸25を備えた取付具21を用いることにより網11の角部11Kを簡便に固定することができる。   Thus, by arranging a plurality of nets 11 incorporating the rope material 16 around them and covering the slope, it is possible to provide the net part and the rope at the same time, which is easier to construct than the conventional net and rope separately provided. Improvements can be made. Further, the corner portion 11K of the net 11 can be simply fixed by using the fixture 21 having a plurality of locking shafts 25.

尚、網11により斜面を覆った後、必要に応じて、種子を吹き付けて、緑化するようにしてもよい。   In addition, after covering the slope with the net 11, seeds may be sprayed and greened as necessary.

このように本実施例では、請求項1に対応して、合成樹脂製からなる複数の網11,11を並べ、これら網11,11により斜面を覆った斜面防護構造であって、網11は四方に縁ロープ材たるロープ材16を有し、網11の角部11Kを斜面に取り付ける取付具21を備えるから、ロープ材16を有する網11を複数並べることにより、網とロープとを同時に設けることができ、施工性に優れたものとなる。   Thus, in this embodiment, corresponding to claim 1, a plurality of meshes 11, 11 made of synthetic resin are arranged, and the slope protection structure in which the slopes are covered by these meshes 11, 11, Since it has a rope member 16 that is an edge rope member in all directions and is equipped with a fixture 21 that attaches the corner 11K of the mesh 11 to the slope, a plurality of meshes 11 having the rope member 16 are arranged to simultaneously provide the mesh and the rope. It can be made and has excellent workability.

また、このように本実施例では、請求項2に対応して、取付具21は、複数の網11の角部11Kに対応してそれぞれ設けられ該角部11Kが係止する係止部たる係止軸25を有する取付具本体たる上,下ベース部22,23と、この上,下ベース部22,23を斜面に固定する固定手段たるアンカー28とを備えるから、網11の角部11Kを係止軸25に係止し、下ベース部23を斜面に固定することにより、複数の網11の角部11Kを効率よく固定することができる。また、従来のようにロープが重なり合うことがなく、固定によりロープ材16に無理な力が加わることもない。   In this way, in this embodiment, corresponding to claim 2, the fixtures 21 are provided corresponding to the corner portions 11K of the plurality of nets 11 and are locking portions to be locked by the corner portions 11K. Since the upper and lower base portions 22 and 23 as the fixture main body having the locking shaft 25 and the anchors 28 as fixing means for fixing the upper and lower base portions 22 and 23 to the inclined surface are provided, the corner portion 11K of the net 11 is provided. Is locked to the locking shaft 25 and the lower base portion 23 is fixed to the inclined surface, whereby the corner portions 11K of the plurality of nets 11 can be efficiently fixed. Further, the ropes do not overlap as in the conventional case, and an unreasonable force is not applied to the rope member 16 by the fixing.

また、このように本実施例では、請求項3に対応して、4つの係止部たる係止軸25,25,25,25を有し、隣接する4つの網11,11,11,11の角部11K,11K,11K,11Kを取付具21により斜面に固定したから、4つの網11,11,11,11の角部11K,11K,11K,11Kを1つの取付具21により斜面に固定することができる。   In this way, in this embodiment, corresponding to claim 3, there are four locking shafts 25, 25, 25, 25 as locking portions, and four adjacent nets 11, 11, 11, 11 Since the corners 11K, 11K, 11K, and 11K are fixed to the slope by the fixture 21, the corners 11K, 11K, 11K, and 11K of the four nets 11, 11, 11, and 11 are attached to the slope by the one fixture 21. Can be fixed.

また、このように本実施例では、請求項4に対応して、角部11Kの縁ロープ材たるロープ材16を係止部たる係止軸25に係止し、固定手段たるアンカー28の周囲にほぼ等間隔で4つの係止部たる係止軸25を配置したから、4つの網11,11,11,11の角部11K,11K,11K,11Kを固定手段たるアンカー28に対してほぼ均等な位置に並べて固定することができる。   In this way, in this embodiment, corresponding to claim 4, the rope material 16 as the edge rope material of the corner portion 11K is locked to the locking shaft 25 as the locking portion, and the periphery of the anchor 28 as the fixing means Since the locking shafts 25 as the four locking portions are arranged at almost equal intervals, the corners 11K, 11K, 11K, and 11K of the four nets 11, 11, 11, 11 are almost fixed to the anchor 28 as the fixing means. It can be fixed in a line at an even position.

また、このように本実施例では、請求項5に対応して、前記固定手段がアンカー28であり、取付具本体は、係止部たる係止軸25が間に設けられ着脱可能な上,下ベース部22,23と、これら上,下ベース部22,23に形成されアンカー28を挿通する挿通孔24,24とを備えるから、角部11Kを係止軸に係止し、上,下ベース部22,23を組み立てると共に、これら上,下ベース部22,23に挿通したアンカー28を斜面に固定して取付具21を固定することができる。   In this way, in this embodiment, corresponding to claim 5, the fixing means is an anchor 28, and the fixture body is provided with a locking shaft 25 as a locking portion in between, and is detachable. Since the lower base portions 22 and 23 and the insertion holes 24 and 24 formed in the upper and lower base portions 22 and 23 and through which the anchors 28 are inserted are provided, the corner portion 11K is locked to the locking shaft, and the upper and lower While assembling the base portions 22 and 23, the anchor 21 can be fixed by fixing the anchors 28 inserted through the upper and lower base portions 22 and 23 to the slope.

また、実施例上の効果として、アンカー28にナット29を螺合し、該ナット29と斜面とにより上,下ベース部22,23を締め付けた状態で固定するから、上,下ベース部22,23を組立固定する手段を別個に設ける必要がない。   Further, as an effect on the embodiment, the nut 29 is screwed into the anchor 28, and the upper and lower base portions 22 and 23 are fixed with the nut 29 and the inclined surface, so that the upper and lower base portions 22 and 23 are fixed. There is no need to provide a separate means for assembling and fixing 23.

以上、本発明の実施例について詳述したが、本発明は、前記実施例に限定されるものではなく、本発明の要旨の範囲内で種々の変形実施が可能である。例えば、実施例では、角部の縁ロープ材たるロープ材を係止部たる係止軸に係止したが、網の角部に別個に輪部などを設け、この角部たる輪部を係止部に係止するようにしてもよい。   As mentioned above, although the Example of this invention was explained in full detail, this invention is not limited to the said Example, A various deformation | transformation implementation is possible within the range of the summary of this invention. For example, in the embodiment, the rope material which is the edge rope material of the corner portion is locked to the locking shaft which is the locking portion, but a ring portion or the like is separately provided at the corner portion of the mesh, and the ring portion which is the corner portion is engaged. You may make it latch on a stop part.

本発明の実施例1を示す防護構造の正面図である。It is a front view of the protection structure which shows Example 1 of this invention. 同上、防護構造の断面図である。It is sectional drawing of a protection structure same as the above. 同上、取付具の平断面図である。It is a plane sectional view of a fixture same as the above. 同上、一部を断面にした取付具の側面図である。It is a side view of the fixture which made the part a cross section same as the above. 同上、一部を断面にした分解状態の取付具の側面図である。It is a side view of the fixture of the decomposition | disassembly state which made a part a cross section same as the above. 同上、網の構造を説明する正面説明図である。It is a front explanatory drawing explaining the structure of a net | network same as the above. 同上、網の端部の平面展開図であり、網とロープ材とを示す。FIG. 2 is a plan development view of an end portion of a net, showing a net and a rope material. 同上、一部を断面にした網の側面図であり、図7(A)は網の端部側にロープ材を重ねて配置した状態、図7(B)は網の端部を折り返して重複部分を形成した状態を示す。FIG. 7A is a side view of a net partly in section, FIG. 7A shows a state in which rope materials are overlapped on the end side of the net, and FIG. 7B overlaps by folding the end of the net. The state which formed the part is shown. 同上、接続用繊維ロープの使用状態を示す説明正面図である。It is an explanatory front view which shows the use condition of the fiber rope for connection same as the above.

符号の説明Explanation of symbols

1 防護構造
11 網
11K 角部
16 ロープ材(縁ロープ材)
21 取付具
22 上ベース部(取付具本体)
23 下ベース部(取付具本体)
24 貫通孔
25 係止軸(係止部)
28 アンカー(固定手段)
1 Protection structure
11 Net
11K corner
16 Rope material (edge rope material)
21 Fitting
22 Upper base (mounting tool body)
23 Lower base (mounting tool body)
24 Through hole
25 Locking shaft (locking part)
28 Anchor (fixing means)

Claims (5)

合成樹脂製からなる複数の網を並べ、これら網により斜面を覆った斜面防護構造であって、前記網は四方に縁ロープ材を有し、前記網の角部を斜面に取り付ける取付具を備えることを特徴とする斜面落石防護構造。 A slope protection structure in which a plurality of meshes made of synthetic resin are arranged and the slopes are covered with these meshes, the meshes having edge rope members on all sides, and provided with fixtures for attaching the corners of the meshes to the slopes. Slope fall rock protection structure characterized by that. 前記取付具は、複数の網の角部に対応してそれぞれ設けられ該角部が係止する係止部を有する取付具本体と、この取付具本体を斜面に固定する固定手段とを備えることを特徴とする請求項1記載の斜面落石防護構造。 The fixture includes a fixture main body having a locking portion that is provided corresponding to each of the corner portions of the plurality of meshes, and a fixing means for fixing the fixture main body to the slope. The slope falling rock protection structure according to claim 1, wherein: 4つの前記係止部を有し、隣接する4つの網の角部を前記取付具により斜面に固定したことを特徴とする特徴とする請求項1又は2記載の斜面落石防護構造。 The slope falling rock protection structure according to claim 1 or 2, characterized in that it has four locking portions, and corners of four adjacent meshes are fixed to the slope by the fixture. 前記角部の縁ロープ材を前記係止部に係止し、前記固定手段の周囲にほぼ等間隔で前記4つの係止部を配置したことを特徴とする請求項1〜3のいずれか1項に記載の斜面落石防護構造。 The edge rope material of the corner portion is locked to the locking portion, and the four locking portions are arranged at substantially equal intervals around the fixing means. Slope rock fall protection structure as described in the item. 前記固定手段がアンカーであり、前記取付具本体は、前記係止部が間に設けられ着脱可能な上,下ベース部と、これら上,下ベース部に形成され前記アンカーを挿通する挿通孔とを備えることを特徴とする請求項1〜4のいずれか1項に記載の斜面落石防護構造。

The fixing means is an anchor, and the fixture main body is provided with an upper and lower base portion that is detachably provided with the locking portion therebetween, and an insertion hole that is formed in these upper and lower base portions and through which the anchor is inserted. The slope falling rock protection structure according to any one of claims 1 to 4, further comprising:

JP2004153228A 2004-05-24 2004-05-24 Rock fall protection structure Expired - Lifetime JP4162045B2 (en)

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Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007231700A (en) * 2006-03-03 2007-09-13 Civil:Kk Guard structure for falling matter
JP2012107462A (en) * 2010-11-19 2012-06-07 Yuzo Sakamoto Landslide protective construction
JP2015055141A (en) * 2013-09-13 2015-03-23 東京製綱株式会社 Net structure and construction method thereof
CN110714441A (en) * 2019-10-28 2020-01-21 华北水利水电大学 A kind of ecological slope protection structure of river dam
CN114351735A (en) * 2022-02-21 2022-04-15 辽宁大学 Damaged mountain combined repair structure and construction method combined with protective net and green belt
CN115387360A (en) * 2022-07-27 2022-11-25 扬州大学 A recyclable slope protection panel and its construction method
JP7651768B1 (en) 2024-08-30 2025-03-26 東京製綱株式会社 Image synthesis device and program

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007231700A (en) * 2006-03-03 2007-09-13 Civil:Kk Guard structure for falling matter
JP2012107462A (en) * 2010-11-19 2012-06-07 Yuzo Sakamoto Landslide protective construction
JP2015055141A (en) * 2013-09-13 2015-03-23 東京製綱株式会社 Net structure and construction method thereof
CN110714441A (en) * 2019-10-28 2020-01-21 华北水利水电大学 A kind of ecological slope protection structure of river dam
CN114351735A (en) * 2022-02-21 2022-04-15 辽宁大学 Damaged mountain combined repair structure and construction method combined with protective net and green belt
CN115387360A (en) * 2022-07-27 2022-11-25 扬州大学 A recyclable slope protection panel and its construction method
JP7651768B1 (en) 2024-08-30 2025-03-26 東京製綱株式会社 Image synthesis device and program

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