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JP6970958B2 - Cushioning member - Google Patents
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JP6970958B2 - Cushioning member - Google Patents

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JP6970958B2
JP6970958B2 JP2017158697A JP2017158697A JP6970958B2 JP 6970958 B2 JP6970958 B2 JP 6970958B2 JP 2017158697 A JP2017158697 A JP 2017158697A JP 2017158697 A JP2017158697 A JP 2017158697A JP 6970958 B2 JP6970958 B2 JP 6970958B2
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wire
cushioning member
wire mesh
mesh
rockfall
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JP2019035301A (en
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文彦 菅
武良 西島
淳一 田中
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筑豊金網工業株式会社
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Description

この発明は、緩衝部材、特に、引張荷重を容易かつ確実に吸収することができる緩衝部材に関するものである。 The present invention relates to a cushioning member, particularly a cushioning member capable of easily and reliably absorbing a tensile load.

例えば、道路等への落石を防止するために、斜面に落石防護柵を設置することは一般的に行われている。 For example, in order to prevent rockfall on roads and the like, it is common practice to install a rockfall guard fence on a slope.

落石防護柵の一例を、図面を参照しながら説明する。以下、この落石防護柵を従来落石防護柵という。 An example of a rockfall guard fence will be described with reference to the drawings. Hereinafter, this rockfall guard fence is referred to as a conventional rockfall guard fence.

図6は、従来落石防護柵を示す概略斜視図である。 FIG. 6 is a schematic perspective view showing a conventional rockfall protection fence.

図6において、11は、斜面12に所定間隔をあけて構築された支柱、13は、支柱11の上端部と山側(M)の斜面12との間に張られた山側ワイヤ、14は、支柱11の上端部と谷側(V)の斜面12との間に張られた谷側ワイヤ、15は、支柱11間に張られた、落石を受け止める金網である。 In FIG. 6, 11 is a support column constructed on the slope 12 at a predetermined interval, 13 is a mountain side wire stretched between the upper end portion of the support column 11 and the slope 12 on the mountain side (M), and 14 is a support column. The valley-side wire 15 stretched between the upper end of 11 and the slope 12 on the valley-side (V) is a wire mesh stretched between the columns 11 to catch rockfall.

上述した従来落石防護柵によれば、落石は、金網15により受け止められる結果、石が道路等に落下することを防止することができる。この際、支柱11は、山側ワイヤ13により引っ張られているので、支柱11が谷側(V)に倒れるおそれはない。 According to the conventional rockfall protection fence described above, the rockfall can be prevented from falling on the road or the like as a result of being received by the wire mesh 15. At this time, since the support column 11 is pulled by the mountain side wire 13, there is no possibility that the support column 11 will fall to the valley side (V).

また、斜面12からの落石が金網15に衝突すると、山側ワイヤ13に引張力が作用し、その反動で支柱11には、支柱11が山側(M)に倒れ込む力が作用するが、支柱11は、谷側ワイヤ14により引っ張られているので、支柱11が山側(M)に倒れ込むおそれはない。 Further, when a rock fall from the slope 12 collides with the wire mesh 15, a tensile force acts on the mountain side wire 13, and the reaction causes the support column 11 to fall down to the mountain side (M), but the support column 11 has a force. Since it is pulled by the valley side wire 14, there is no possibility that the support column 11 will fall down to the mountain side (M).

上記従来落石防護柵によれば、支柱11間に張られている金網15によって落石を受け止めることができるが、山側ワイヤ13は、斜面12と支柱11との間に伸び代なく張り渡されているので、落石の衝撃力は、ダイレクトに金網15にかかる。この結果、金網15の目が大きく広がったり、金網15が破れたりすることがあった。 According to the conventional rockfall guard fence, the wire mesh 15 stretched between the columns 11 can catch the rockfall, but the mountain side wire 13 is stretched between the slope 12 and the columns 11 without any stretch. Therefore, the impact force of the falling rock is directly applied to the wire mesh 15. As a result, the mesh of the wire mesh 15 may be greatly widened or the wire mesh 15 may be torn.

このように、最初の落石により金網15の目が大きく広がったり、金網15が破れたりすると、続いて起こる落石に対応することができないといった問題があった。 As described above, if the mesh of the wire mesh 15 is greatly widened by the first rockfall or the wire mesh 15 is torn, there is a problem that the subsequent rockfall cannot be dealt with.

そこで、本願発明者等は、落石の衝撃力により金網15の目が大きく広がったり、金網15が破れたりすることを容易かつ確実に抑制することができる手段を得るべく、鋭意、検討を重ねた。 Therefore, the inventors of the present application have earnestly studied to obtain a means capable of easily and surely suppressing the widening of the mesh of the wire mesh 15 and the tearing of the wire mesh 15 due to the impact force of falling rocks. ..

この結果、山側ワイヤ13に山側ワイヤ13の引張荷重を吸収することができる緩衝部材を取り付ければ、金網15にかかる落石の衝撃力を弱めることできるといった知見を得た。 As a result, it was found that if a cushioning member capable of absorbing the tensile load of the mountain side wire 13 is attached to the mountain side wire 13, the impact force of the falling rock applied to the wire mesh 15 can be weakened.

そして、さらに検討を重ねた結果、山側ワイヤ13の引張荷重を吸収することができる緩衝部材として、円筒形状の菱形金網を使用すれば、山側ワイヤ13の引張荷重を容易かつ確実に吸収することができるといった知見を得た。 As a result of further studies, if a cylindrical diamond-shaped wire mesh is used as a cushioning member capable of absorbing the tensile load of the mountain side wire 13, the tensile load of the mountain side wire 13 can be easily and surely absorbed. I got the knowledge that it can be done.

この発明は、上記知見に基づきなされたものであり、下記を特徴とするものである。 The present invention has been made based on the above findings, and is characterized by the following.

請求項1に記載の発明は、グザグに折り曲げられた複数本の波形線材を網目が菱形になるように編みこんだ菱形金網を、前記波形線材が伸びる波付け方向と直交する方向に沿って折り曲げた筒部材と、前記筒部材の軸方向の両端部に取り付けられる一対の取付部材と、を備えることに特徴を有するものである。 The invention according to claim 1, a plurality of waveforms wire bent di Guzagu diamond wire mesh woven so mesh is rhombic, along a direction perpendicular to the wave Tsukekata direction of the wave wire stretches those having a in fold bent tubular member, and a pair of mounting members attached to both axial ends of the tubular member, the particular features comprises a.

請求項2に記載の発明は、請求項1に記載の緩衝部材であって、円筒形状の複数の前記筒部材が、同心円状に配されていることに特徴を有するものである。 The invention according to claim 2 is the cushioning member according to claim 1, characterized in that a plurality of cylindrical members having a cylindrical shape are arranged concentrically.

請求項3に記載の発明は、請求項1又は2に記載の緩衝部材であって、2本のワイヤの中間に取り付けられることに特徴を有するものである。 The invention according to claim 3 is the cushioning member according to claim 1 or 2 , characterized in that it is attached between two wires.

この発明によれば、網目が菱形になるように編まれた、ジグザグに折り曲げられた複数本の線材からなる菱形金網を、前記線材の波付け方向の交差部を結ぶ軸線と直交する方向に沿ってループ状に折り曲げることによって、前記軸線の方向に引張荷重がかかった場合、隣接する前記線材の交差部間に引張力が作用する結果、引張荷重を容易かつ確実に吸収することができる。 According to the present invention, a rhombic wire mesh composed of a plurality of wires bent in a zigzag shape, which is woven so that the mesh becomes a rhombus, is formed along a direction orthogonal to the axis connecting the intersections of the wires in the wavy direction. When a tensile load is applied in the direction of the axis, the tensile force acts between the intersections of the adjacent wire rods, and as a result, the tensile load can be easily and surely absorbed.

この発明の緩衝部材を示す部分斜視図である。It is a partial perspective view which shows the cushioning member of this invention. 図1の固定部材部分の拡大図である。It is an enlarged view of the fixing member part of FIG. 図1の菱形金網部分の拡大図である。It is an enlarged view of the rhombic wire mesh part of FIG. この発明の緩衝部材の別の例を示す斜視図である。It is a perspective view which shows another example of the cushioning member of this invention. この発明の緩衝部材を取り付けた従来落石防護柵を示す斜視図である。It is a perspective view which shows the conventional rockfall protection fence which attached the cushioning member of this invention. 落石防護柵を示す斜視図である。It is a perspective view which shows the rockfall guard fence.

この発明の緩衝部材の一実施態様を、図面を参照しながら説明する。 An embodiment of the cushioning member of the present invention will be described with reference to the drawings.

図1は、この発明の緩衝部材を示す部分斜視図、図2は、図1の固定部材部分の拡大図、図3は、図1の菱形金網部分の拡大図である。 1 is a partial perspective view showing a cushioning member of the present invention, FIG. 2 is an enlarged view of a fixed member portion of FIG. 1, and FIG. 3 is an enlarged view of a diamond-shaped wire mesh portion of FIG.

図1から図3に示すように、この発明の緩衝部材は、網目が菱形になるように編まれた、ジグザグに折り曲げられた複数本の線材1からなる菱形金網2を、線材1の波付け方向の交差部3を結ぶ軸線4と直交する方向に沿って円筒形状に折り曲げたものから構成されている。線材1の波付け方向を、図3中、Aで示す。 As shown in FIGS. 1 to 3, in the cushioning member of the present invention, a rhombic wire mesh 2 composed of a plurality of wire rods 1 bent in a zigzag shape, which is woven so as to form a diamond shape, is corrugated with the wire rod 1. It is configured to be bent into a cylindrical shape along a direction orthogonal to the axis 4 connecting the intersections 3 of the directions. The wavy direction of the wire rod 1 is indicated by A in FIG.

上述した、この発明の緩衝部材によれば、軸線4の方向に引張荷重がかかった場合、隣接する線材1の交差部3間に引張力が作用する。この結果、この発明の緩衝部材を、例えば、図5に示すように、上述した従来落石防護柵の山側ワイヤ13の途中に固定部材5を介して取り付ければ、落石の衝撃力により山側ワイヤ13にかかる引張荷重は、この発明の緩衝部材によって確実に吸収されて、軽減される。 According to the cushioning member of the present invention described above, when a tensile load is applied in the direction of the axis 4, a tensile force acts between the intersections 3 of the adjacent wire rods 1. As a result, if the cushioning member of the present invention is attached to the mountain side wire 13 of the conventional rockfall protection fence described above via the fixing member 5 as shown in FIG. 5, for example, the impact force of the rockfall causes the mountain side wire 13 to be attached. The tensile load is reliably absorbed and reduced by the cushioning member of the present invention.

固定部材5は、図1および図2に示すように、円筒形状に折り曲げられた菱形金網2の端部に挿入されたパイプ6と、菱形金網2の端部から2目以上離れた全ての交差部3の位置のパイプ6に形成されたタップ7と、タップ7の周囲に沿って配される、開口9が形成されたリング8と、リング8の開口9を通してタップ7にねじ込まれるボルト10とからなっている。なお、パイプ6は、中実の棒状体であってもよい。 As shown in FIGS. 1 and 2, the fixing member 5 is a pipe 6 inserted into the end of the diamond-shaped wire mesh 2 bent into a cylindrical shape, and all intersections separated from the end of the diamond-shaped wire mesh 2 by two or more. A tap 7 formed in the pipe 6 at the position of the portion 3, a ring 8 having an opening 9 arranged along the circumference of the tap 7, and a bolt 10 screwed into the tap 7 through the opening 9 of the ring 8. It consists of. The pipe 6 may be a solid rod-shaped body.

上記固定構造は、菱形金網2の端部をパイプ6に固定する構造であればよいので、例えば、パイプ6の外面に交差部3に係合する突起を形成したものであってもよい。図1に示す例は、上記固定構造を1段設けたものであるが、複数段設けても良い。 Since the fixing structure may be a structure in which the end portion of the diamond-shaped wire mesh 2 is fixed to the pipe 6, for example, a protrusion engaging with the intersection 3 may be formed on the outer surface of the pipe 6. In the example shown in FIG. 1, the fixed structure is provided in one stage, but a plurality of stages may be provided.

なお、リング8は、半割に形成され、ボルト(図示せず)によりリング状に連結される。また、リング8は、菱形金網2の目を通してもよい。 The ring 8 is formed in half and is connected in a ring shape by bolts (not shown). Further, the ring 8 may be passed through the diamond-shaped wire mesh 2.

このように構成される固定部材5によれば、リング8をタップ7の周囲に沿って配し、ボルト10をリング8の開口9を通してタップ7にねじ込んで、リング8を固定することにより、円筒形状に折り曲げられた菱形金網2は、固定部材5に固定される。 According to the fixing member 5 configured as described above, the ring 8 is arranged along the circumference of the tap 7, and the bolt 10 is screwed into the tap 7 through the opening 9 of the ring 8 to fix the ring 8 to the cylinder. The diamond-shaped wire mesh 2 bent into a shape is fixed to the fixing member 5.

これによって、金網15にかかる落石の衝撃力は、菱形金網2に吸収されて弱まる結果、落石の衝撃力により金網15の目が大きく広がったり、金網15が破れたりすることを容易かつ確実に抑制することができる。 As a result, the impact force of the falling rock applied to the wire mesh 15 is absorbed by the diamond-shaped wire mesh 2 and weakened. can do.

なお、緩衝効果をさらに高くする必要がある場合には、図4に示すように、複数個(この例では、2個)の菱形金網2を同心円状に配すればよい。この場合、菱形金網2のループ形状は、円筒形状に限定されない。さらに、緩衝効果は、線材1の材質を変えることによっても調整することができる。 If it is necessary to further increase the cushioning effect, as shown in FIG. 4, a plurality of (two in this example) rhombic wire mesh 2 may be arranged concentrically. In this case, the loop shape of the diamond-shaped wire mesh 2 is not limited to the cylindrical shape. Further, the cushioning effect can be adjusted by changing the material of the wire rod 1.

以上説明したように、この発明によれば、網目が菱形になるように編まれた、ジグザグに折り曲げられた複数本の線材1からなる菱形金網2を、線材1の波付け方向の交差部3を結ぶ軸線4と直交する方向に沿ってループ状に折り曲げることにより、軸線4の方向に引張荷重がかかった場合、隣接する線材1の交差部3間に引張力が作用する。 As described above, according to the present invention, the rhombic wire mesh 2 composed of a plurality of wire rods 1 bent in a zigzag shape, which is knitted so that the mesh becomes a rhombus shape, is formed at the intersection 3 of the wire rods 1 in the wavy direction. When a tensile load is applied in the direction of the axis 4 by bending in a loop shape along a direction orthogonal to the axis 4 connecting the two, a tensile force acts between the intersections 3 of the adjacent wire rods 1.

この結果、この発明の緩衝部材を、例えば、上述した従来落石防護柵の山側ワイヤ13の途中に取り付けることによって、金網15にかかる落石の衝撃力を弱めることできるので、落石の衝撃力により金網15の目が大きく広がったり、金網15が破れたりすることを容易かつ確実に抑制することができる。 As a result, by attaching the cushioning member of the present invention in the middle of the mountain side wire 13 of the conventional rockfall protection fence described above, the impact force of the rockfall applied to the wire mesh 15 can be weakened, so that the impact force of the rockfall can weaken the wire mesh 15. It is possible to easily and surely suppress the widening of the eyes and the tearing of the wire mesh 15.

なお、菱形金網2の形状は、ループ状であれば、円筒形状に限定されず、四角筒状や楕円筒形状等であってもよい。 The shape of the rhombic wire mesh 2 is not limited to a cylindrical shape as long as it is a loop shape, and may be a square tubular shape, an elliptical tubular shape, or the like.

1:線材
2:菱形金網
3:交差部
4:軸線
5:固定部材
6:パイプ
7:タップ
8:リング
9:開口
10:ボルト
11:支柱
12:斜面
13:山側ワイヤ
14:谷側ワイヤ
15:金網
1: Wire material 2: Rhombus wire mesh 3: Crossing part 4: Axis wire 5: Fixing member 6: Pipe 7: Tap 8: Ring 9: Opening 10: Bolt 11: Strut 12: Slope 13: Mountain side wire 14: Valley side wire 15: Wire mesh

Claims (3)

グザグに折り曲げられた複数本の波形線材を網目が菱形になるように編みこんだ菱形金網を、前記波形線材が伸びる波付け方向と直交する方向に沿って折り曲げた筒部材と、
前記筒部材の軸方向の両端部に取り付けられる一対の取付部材と、
を備えることを特徴とする緩衝部材。
A plurality of waveform wires bent in di Guzagu diamond wire mesh woven so mesh is rhombic, and in fold bent tubular member along a direction perpendicular to the wave Tsukekata direction of the wave wire stretches,
A pair of mounting members mounted on both ends of the tubular member in the axial direction,
Cushioning member, characterized in that it comprises a.
請求項1に記載の緩衝部材であって、
円筒形状の複数の前記筒部材が、同心円状に配されていることを特徴とする緩衝部材。
The cushioning member according to claim 1.
A cushioning member characterized in that a plurality of cylindrical members are arranged concentrically.
請求項1又は2に記載の緩衝部材であって、
2本のワイヤの中間に取り付けられることを特徴とする緩衝部材。
The cushioning member according to claim 1 or 2.
A cushioning member characterized in that it is attached between two wires.
JP2017158697A 2017-08-21 2017-08-21 Cushioning member Active JP6970958B2 (en)

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JP6970958B2 true JP6970958B2 (en) 2021-11-24

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Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2576047B1 (en) * 1985-01-14 1987-02-13 Mecanroc PROTECTIVE BARRIER AGAINST FALLING STONES WITH MOORING CABLES LIKELY TO SLIDE IN SHOCK ABSORBERS
JPS63140139A (en) * 1986-11-28 1988-06-11 Tokai Rika Co Ltd Energy absorbing member and manufacture thereof
JP2004332278A (en) * 2003-05-01 2004-11-25 Nihon Samicon Co Ltd Protection device of snow slide or falling stone
JP5227060B2 (en) * 2008-04-04 2013-07-03 東亜グラウト工業株式会社 Shock absorber
JP6070034B2 (en) * 2011-10-28 2017-02-01 株式会社深沢工務所 Protective net construction method
JP6524424B2 (en) * 2015-05-07 2019-06-05 有限会社フジカ Sidewalk-type disaster prevention shelter

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