JP7152007B2 - Falling rock protection fence - Google Patents

Falling rock protection fence Download PDF

Info

Publication number
JP7152007B2
JP7152007B2 JP2018189211A JP2018189211A JP7152007B2 JP 7152007 B2 JP7152007 B2 JP 7152007B2 JP 2018189211 A JP2018189211 A JP 2018189211A JP 2018189211 A JP2018189211 A JP 2018189211A JP 7152007 B2 JP7152007 B2 JP 7152007B2
Authority
JP
Japan
Prior art keywords
wire
steel bar
deformed steel
protection fence
washer
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
JP2018189211A
Other languages
Japanese (ja)
Other versions
JP2020056272A (en
Inventor
文彦 菅
武良 西島
淳一 田中
諭史 島田
Original Assignee
筑豊金網工業株式会社
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 筑豊金網工業株式会社 filed Critical 筑豊金網工業株式会社
Priority to JP2018189211A priority Critical patent/JP7152007B2/en
Publication of JP2020056272A publication Critical patent/JP2020056272A/en
Application granted granted Critical
Publication of JP7152007B2 publication Critical patent/JP7152007B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Description

この発明は、落石防護柵、特に、落石による衝撃エネルギーを効率よく吸収することができる落石防護柵に関するものである。 BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a rockfall protection fence, and more particularly to a rockfall protection fence capable of efficiently absorbing impact energy caused by falling rocks.

道路等への落石を防止するための落石防護柵の一例が特許文献1に開示されている。以下、この落石防護柵を従来防護柵といい、図面を参照しながら説明する。 An example of a rockfall protection fence for preventing rockfall onto a road or the like is disclosed in Patent Document 1. Hereinafter, this falling rock protection fence will be referred to as a conventional protection fence, and will be described with reference to the drawings.

図6は、従来防護柵を示す部分省略斜視図、図7は、従来防護柵を示す部分拡大図、図8は、図7のA方向視図である。 6 is a partially omitted perspective view showing a conventional protective fence, FIG. 7 is a partially enlarged view showing a conventional protective fence, and FIG. 8 is a view of FIG.

図6から図8において、1は、落石が起こる可能性のある斜面に構築された一対の端末支柱、2は、端末支柱1間に構築された複数本の中間支柱、3は、端末支柱1と中間支柱2の山側(図6参照)に沿って上下方向に間隔をあけて張り渡された複数本のワイヤー、4は、ワイヤー3の山側全面に張られた金網、5は、ワイヤー3の上下間隔を保持する間隔保持材である。 6 to 8, 1 is a pair of terminal supports constructed on a slope where rockfall may occur, 2 is a plurality of intermediate supports constructed between the terminal supports 1, and 3 is the terminal support 1. and a plurality of wires stretched over the mountain side of the intermediate support 2 (see FIG. 6) at intervals in the vertical direction, 4 is a wire mesh stretched over the entire surface of the mountain side of the wire 3, 5 is the wire 3 It is a spacing member that maintains the vertical spacing.

ワイヤー3は、岩受けワイヤー3aと、岩受けワイヤー3aの両端に連結された、岩受けワイヤー3aより小さな縦弾性係数を有する緩衝ワイヤー3bとからなり、緩衝ワイヤー3bは、端末支柱1に固定されている。 The wire 3 is composed of a rock-receiving wire 3a and a buffer wire 3b connected to both ends of the rock-receiving wire 3a and having a smaller longitudinal elastic modulus than the rock-receiving wire 3a. ing.

間隔保持材5は、図7、図8に示すように、板状の鋼材からなり、間隔保持材5の山側面にUボルト6により固定されている。 As shown in FIGS. 7 and 8, the spacing member 5 is made of plate-shaped steel and is fixed to the mountain side of the spacing member 5 with U bolts 6 .

このように構成されている従来防護網によれば、落石を受けた岩受けワイヤー3aおよび金網4の衝撃エネルギーは、岩受けワイヤー3aの両端部に連結された緩衝ワイヤー3bを介して端末支柱1に伝達されるが、緩衝ワイヤー3bおよび金網4の伸びにより衝撃エネルギーが吸収される結果、端末支柱1に加わる張力は、大きく軽減される。さらに、間隔保持材5の作用により直接、落石を受けなかった岩受けワイヤー3aにも衝撃エネルギーが伝達される結果、衝撃エネルギーの吸収効果が更に高まる。 According to the conventional protective net configured in this way, the impact energy of the rock receiving wire 3a and wire netting 4 received by falling rocks is transferred to the terminal post 1 via the buffer wire 3b connected to both ends of the rock receiving wire 3a. However, as a result of the impact energy being absorbed by the elongation of the buffer wire 3b and wire netting 4, the tension applied to the terminal post 1 is greatly reduced. Furthermore, the impact energy is directly transmitted to the rock receiving wire 3a which has not received falling rocks due to the action of the spacing member 5, and as a result, the effect of absorbing the impact energy is further enhanced.

特開2011-47154号公報JP 2011-47154 A

上述した従来防護柵によれば、落石による衝撃エネルギーを適正に吸収することはできるが、以下のような課題があった。 According to the conventional protective fence described above, although it is possible to appropriately absorb the impact energy caused by falling rocks, there are the following problems.

ワイヤー3は、間隔保持材5にUボルト6により固定されているので、間隔保持材5部分のワイヤーの上下方向の間隔は保持される一方、ワイヤー3は、真っ直ぐな状態でUボルト6により間隔保持材5に押さえ付けられているのみで間隔保持材5に固定されているので、ワイヤー3は、その長手方向に滑りやすい。この結果、落石の衝撃エネルギーによりワイヤー3が過大に伸びて、落石が金網4を破って道路に落下するおそれがあった。 Since the wire 3 is fixed to the spacing member 5 by the U bolt 6, the vertical spacing of the wire in the spacing member 5 is maintained, while the wire 3 is kept straight by the U bolt 6. Since the wire 3 is fixed to the space holding member 5 only by being pressed by the holding member 5, the wire 3 easily slides in its longitudinal direction. As a result, there is a risk that the wire 3 will be stretched excessively by the impact energy of the falling rock, and the falling rock will break the wire mesh 4 and fall onto the road.

従って、この発明の目的は、間隔保持材へのワイヤーの固定強度を適正に高めることによって、落石の衝撃エネルギーによるワイヤーの伸びを制限するとともに、間隔保持材へのワイヤーの固定箇所を落石の衝撃エネルギーによって適正に上下移動可能とすることによって、落石による衝撃エネルギーを効率よく吸収することができる落石防護柵を提供することにある。 SUMMARY OF THE INVENTION Accordingly, an object of the present invention is to limit the elongation of the wire due to the impact energy of falling rocks by appropriately increasing the fixing strength of the wire to the spacing member, and to prevent the wire from being fixed to the spacing member by the impact of the falling rock. To provide a falling rock protection fence capable of efficiently absorbing impact energy caused by falling rocks by appropriately moving up and down by energy.

この発明は、上記目的を達成するために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 to achieve the above objects, and is characterized by the following.

請求項1に記載の発明は、落石が起こる可能性のある斜面に構築された一対の端末支柱と、前記端末支柱間に構築された複数本の中間支柱と、前記端末支柱と前記中間支柱の山側に沿って上下方向に間隔をあけて張り渡された複数本のワイヤーと、前記ワイヤーの山側全面に張られた金網と、前記ワイヤーの上下間隔を保持する、前記ワイヤーと直交する方向に配された間隔保持材とを備えた落石防護柵において、前記間隔保持材は、丸棒鋼の外周面に突起が、前記丸棒鋼の長手方向に間隔をあけて多数個、形成された異形棒鋼からなり、前記異形棒鋼の山側に張り渡された前記ワイヤーは、前記異形棒鋼の両側に前記ワイヤーを跨いで配したUボルトに座金を嵌め込み、ナットによって前記Uボルトを締め付けることにより、前記異形棒鋼に押し付けられて固定されることに特徴を有するものである。 The invention according to claim 1 comprises a pair of terminal struts built on a slope where rockfall may occur, a plurality of intermediate struts constructed between the terminal struts, and the terminal struts and the intermediate struts. A plurality of wires stretched along the mountain side at intervals in the vertical direction, a wire mesh stretched over the entire surface of the mountain side of the wire, and a direction orthogonal to the wire that maintains the vertical interval of the wire. In the rockfall protection fence provided with a space keeping member, the space keeping member is made of a deformed steel bar in which a large number of projections are formed on the outer peripheral surface of the round steel bar at intervals in the longitudinal direction of the round steel bar . , The wire stretched over the crest side of the deformed steel bar is pressed against the deformed steel bar by fitting a washer into a U-bolt arranged across the wire on both sides of the deformed steel bar and tightening the U-bolt with a nut. It is characterized in that it is held and fixed.

請求項2に記載の発明は、請求項1に記載の発明において、前記座金には、前記異形棒鋼が入り込む異形棒鋼用凹部が形成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 characterized in that, in the invention according to claim 1, the washer is formed with recesses for deformed steel bars into which the deformed steel bars enter.

請求項3に記載の発明は、請求項1または2に記載の発明において、前記座金には、前記ワイヤーが入り込むワイヤー用凹部が形成されていることに特徴を有するものである。 The invention according to claim 3 is characterized in that, in the invention according to claim 1 or 2, the washer is formed with a wire recess into which the wire is inserted.

請求項4に記載の発明は、請求項1から3の何れか1つに記載の発明において、前記金網と前記ワイヤーとは、コイルにより連結されていることに特徴を有するものである。 The invention according to claim 4 is characterized in that, in the invention according to any one of claims 1 to 3, the wire mesh and the wire are connected by a coil.

この発明によれば、間隔保持材へのワイヤーの固定強度を高めることによって、落石の衝撃エネルギーによるワイヤーの伸びが適正に制限されるので、落石による衝撃エネルギーを効率よく吸収することができる。 According to this invention, by increasing the fixing strength of the wire to the spacing member, the elongation of the wire due to the impact energy of falling rocks is appropriately restricted, so that the impact energy due to falling rocks can be efficiently absorbed.

また、この発明によれば、間隔保持材へのワイヤーの固定箇所が落石の衝撃エネルギーによって適正に上下移動可能となるので、この点においても落石による衝撃エネルギーを効率よく吸収することができる。 In addition, according to the present invention, the portion where the wire is fixed to the spacing member can be properly moved up and down by the impact energy of falling rocks, so the impact energy due to falling rocks can be efficiently absorbed.

この発明の落石防護柵を示す部分正面図である。1 is a partial front view showing a falling rock protection fence of the present invention; FIG. 図1のA-A線断面図である。FIG. 2 is a cross-sectional view taken along the line AA of FIG. 1; 図1のP部拡大図である。FIG. 2 is an enlarged view of part P in FIG. 1; 図3のA方向視図である。It is an A direction view of FIG. 図3のB方向視図である。It is a B direction view of FIG. 従来防護柵を示す部分省略斜視図である。It is a partially omitted perspective view showing a conventional protection fence. 従来防護柵を示す部分拡大図である。It is a partially enlarged view showing a conventional protective fence. 図7のA方向視図である。FIG. 8 is a view in the direction of A in FIG. 7;

この発明の落石防護柵の一実施態様を、図面を参照しながら説明する。 One embodiment of the falling rock protection fence of the present invention will be described with reference to the drawings.

図1は、この発明の落石防護柵を示す部分正面図、図2は、図1のA-A線断面図、図3は、図1のP部拡大図、図4は、図3のA方向視図、図5は、図3のB方向視図である。 1 is a partial front view showing a rockfall protection fence of the present invention, FIG. 2 is a cross-sectional view along the line AA of FIG. 1, FIG. 3 is an enlarged view of P part of FIG. 1, and FIG. 4 is A of FIG. FIG. 5 is a direction view of FIG. 3. FIG.

図1から図5に示すように、この発明の落石防護柵は、落石が起こる可能性のある斜面に構築された一対の端末支柱1(図6参照)と、端末支柱1間に構築された複数本の中間支柱2と、端末支柱1と中間支柱2の山側(図6参照)に沿って上下方向に間隔をあけて張り渡された複数本のワイヤー7と、ワイヤー7の山側全面に張られた金網4と、ワイヤー7の上下間隔を保持する、ワイヤー7と直交する方向に配された間隔保持材としての異形棒鋼8とから構成されている。異形棒鋼8の上端は、U字状に折れ曲がっていて最上部のワイヤー7に掛けられている。 As shown in FIGS. 1 to 5, the rockfall protection fence of the present invention is constructed between a pair of terminal struts 1 (see FIG. 6) constructed on a slope where rockfall may occur, and between the terminal struts 1. A plurality of intermediate struts 2, a plurality of wires 7 stretched at intervals in the vertical direction along the crest sides of the terminal struts 1 and the intermediate struts 2 (see FIG. 6), and the entire crest side of the wires 7 are stretched. and a deformed steel bar 8 as a space retaining member arranged in a direction perpendicular to the wire 7 to keep the vertical space between the wires 7. As shown in FIG. The upper end of the deformed steel bar 8 is bent in a U shape and hung on the uppermost wire 7 .

この発明の特徴は、間隔保持材が異形棒鋼8からなっている点にある。なお、異形棒鋼とは、丸棒鋼の外周面に突起8a(図3、図4参照)が丸棒鋼の長手方向に間隔をあけて多数個、形成されているものである。 A feature of the present invention is that the spacers are made of deformed steel bars 8 . The deformed steel bar is a round steel bar having a large number of protrusions 8a (see FIGS. 3 and 4) formed on the outer peripheral surface thereof at intervals in the longitudinal direction of the round steel bar.

間隔保持材としての異形棒鋼8の山側に張り渡されたワイヤー7を異形棒鋼8に固定するには、異形棒鋼8の両側にワイヤー7を跨いでUボルト9を配し、Uボルト9に、ボルト孔10aが形成された板状の座金10を嵌め込み、ナット11によってUボルト9を締め付ける。かくして、ワイヤー7は、異形棒鋼8に押し付けられて固定される。 In order to fix the wire 7 stretched on the crest side of the deformed steel bar 8 as a spacing member to the deformed steel bar 8, U bolts 9 are arranged across the wire 7 on both sides of the deformed steel bar 8, and the U bolt 9 is A plate-shaped washer 10 having a bolt hole 10a is fitted, and a U-bolt 9 is tightened with a nut 11. As shown in FIG. Thus, the wire 7 is pressed against the deformed steel bar 8 and fixed.

なお、座金10には、異形棒鋼8の一部が入り込む異形棒鋼用凹部10bが形成されているので、座金10に対する異形棒鋼8の位置ずれが抑制される。 The deformed steel bar recess 10b into which a part of the deformed steel bar 8 is inserted is formed in the washer 10, so that the positional displacement of the deformed steel bar 8 with respect to the washer 10 is suppressed.

このようにして、ワイヤー7をUボルト9によって異形棒鋼8に固定することにより、図4に示されるように、ワイヤー7は、異形棒鋼8を乗り越え、U字状に変形して、その両側がUボルト9と座金10とに挟まれて、異形棒鋼8に固定されるので、異形棒鋼8へのワイヤー7の固定強度が高まる。この結果、落石の衝撃エネルギーによるワイヤー7の伸びが、ワイヤー7が変形しないで固定される場合に比べて適正に制限されるので、落石による衝撃エネルギーを効率よく吸収することができる。 In this way, by fixing the wire 7 to the deformed steel bar 8 with the U bolt 9, the wire 7 climbs over the deformed steel bar 8 and deforms into a U shape as shown in FIG. Since it is sandwiched between the U-bolt 9 and the washer 10 and fixed to the deformed steel bar 8, the fixing strength of the wire 7 to the deformed steel bar 8 is increased. As a result, the elongation of the wire 7 due to the impact energy of falling rocks is appropriately restricted compared to the case where the wire 7 is fixed without being deformed, so that the impact energy due to falling rocks can be efficiently absorbed.

このように、ワイヤー7の伸びが制限されることによって、ワイヤー7と金網4とを連結しているコイル12(図1参照)の変形を抑えることができる結果、金網4がワイヤー7から外れるのを抑制することもできる。 By restricting the elongation of the wire 7 in this way, the deformation of the coil 12 (see FIG. 1) connecting the wire 7 and the wire mesh 4 can be suppressed. can also be suppressed.

なお、座金10には、ワイヤー7が入り込むワイヤー用凹部10cが形成されているので、座金10に対するワイヤー7の位置ずれが抑制されるとともに、異形棒鋼8部分でのワイヤー7の変形量も拡大しやすい。 Since the wire recess 10c into which the wire 7 is inserted is formed in the washer 10, the displacement of the wire 7 with respect to the washer 10 is suppressed, and the amount of deformation of the wire 7 at the deformed steel bar 8 is increased. Cheap.

また、異形棒鋼8へのワイヤー7の固定箇所は、落石の衝撃エネルギーによって適正に上下移動可能となるので、この点においても落石による衝撃エネルギーを効率よく吸収することができる。すなわち、異形棒鋼8には、突起8aが形成されているので、突起8aが形成されていない場合に比べて、ワイヤー7が上下移動しにくい。従って、所定の大きさを超える衝撃エネルギーがワイヤー7に作用した場合、ワイヤー7は上下移動する結果、衝撃エネルギーを吸収することが可能となる。 In addition, since the fixed portion of the wire 7 to the deformed steel bar 8 can be properly moved up and down by the impact energy of falling rocks, the impact energy due to falling rocks can be efficiently absorbed. That is, since the projections 8a are formed on the deformed steel bar 8, the wire 7 is less likely to move up and down compared to the case where the projections 8a are not formed. Therefore, when an impact energy exceeding a predetermined magnitude acts on the wire 7, the wire 7 moves up and down, so that the impact energy can be absorbed.

以上、説明したように、この発明によれば、間隔保持材としての異形棒鋼8へのワイヤー7の固定強度を高めることによって、落石の衝撃エネルギーによるワイヤー7の伸びが適正に制限されるので、落石による衝撃エネルギーを効率よく吸収することができる。 As described above, according to the present invention, by increasing the fixing strength of the wire 7 to the deformed steel bar 8 as the spacing member, the elongation of the wire 7 due to the impact energy of falling rocks is appropriately limited. It can efficiently absorb the impact energy caused by falling rocks.

また、この発明によれば、間隔保持材としての異形棒鋼8へのワイヤー7の固定箇所が落石の衝撃エネルギーによって適正に上下移動可能となるので、この点においても落石による衝撃エネルギーを効率よく吸収することができる。 In addition, according to the present invention, the portion where the wire 7 is fixed to the deformed steel bar 8 serving as a spacing member can be moved up and down appropriately by the impact energy of falling rocks, so the impact energy due to falling rocks can be efficiently absorbed in this respect as well. can do.

1:端末支柱
2:中間支柱
3:ワイヤー
3a:岩受けワイヤー
3b:緩衝ワイヤー
4:金網
5:間隔保持材
6:Uボルト
7:ワイヤー
8:異形棒鋼
8a:突起
9:Uボルト
10:座金
10a:ボルト孔
10b:異形棒鋼用凹部
10c:ワイヤー用凹部
11:ナット
12:コイル
1: Terminal post 2: Intermediate post 3: Wire 3a: Rock receiving wire 3b: Buffer wire 4: Wire mesh 5: Spacing material 6: U bolt 7: Wire 8: Deformed steel bar 8a: Projection 9: U bolt 10: Washer 10a : bolt hole 10b: concave portion for deformed steel bar 10c: concave portion for wire 11: nut 12: coil

Claims (4)

落石が起こる可能性のある斜面に構築された一対の端末支柱と、前記端末支柱間に構築された複数本の中間支柱と、前記端末支柱と前記中間支柱の山側に沿って上下方向に間隔をあけて張り渡された複数本のワイヤーと、前記ワイヤーの山側全面に張られた金網と、前記ワイヤーの上下間隔を保持する、前記ワイヤーと直交する方向に配された間隔保持材とを備えた落石防護柵において、
前記間隔保持材は、丸棒鋼の外周面に突起が、前記丸棒鋼の長手方向に間隔をあけて多数個、形成された異形棒鋼からなり、
前記異形棒鋼の山側に張り渡された前記ワイヤーは、前記異形棒鋼の両側に前記ワイヤーを跨いで配したUボルトに座金を嵌め込み、ナットによって前記Uボルトを締め付けることにより、前記異形棒鋼に押し付けられて固定されることを特徴とする落石防護柵。
A pair of terminal struts built on a slope where rockfall may occur, a plurality of intermediate struts constructed between the terminal struts, and a space between the terminal struts and the intermediate struts along the mountain side in the vertical direction. It comprises a plurality of wires stretched with a gap, a wire mesh stretched over the entire mountain side of the wire, and a spacing member arranged in a direction perpendicular to the wire to retain the vertical spacing of the wire. At the rockfall protection fence,
The spacing member is a deformed steel bar in which a large number of projections are formed on the outer peripheral surface of the round steel bar at intervals in the longitudinal direction of the round steel bar ,
The wire stretched over the crest side of the deformed steel bar is pressed against the deformed steel bar by fitting a washer into a U-bolt arranged across the wire on both sides of the deformed steel bar and tightening the U-bolt with a nut. A falling rock protection fence characterized by being fixed by
前記座金には、前記異形棒鋼が入り込む異形棒鋼用凹部が形成されていることを特徴とする、請求項1に記載の落石防護柵。 2. The rockfall protection fence according to claim 1, wherein the washer is formed with a recess for a deformed steel bar into which the deformed steel bar enters. 前記座金には、前記ワイヤーが入り込むワイヤー用凹部が形成されていることを特徴とする、請求項1または2に記載の落石防護柵。 3. The rockfall protection fence according to claim 1, wherein said washer is formed with a recess for wire into which said wire is inserted. 前記金網と前記ワイヤーとは、コイルにより連結されていることを特徴とする、請求項1から3の何れか1つに記載の落石防護柵。 The rockfall protection fence according to any one of claims 1 to 3, wherein the wire mesh and the wire are connected by a coil.
JP2018189211A 2018-10-04 2018-10-04 Falling rock protection fence Active JP7152007B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2018189211A JP7152007B2 (en) 2018-10-04 2018-10-04 Falling rock protection fence

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2018189211A JP7152007B2 (en) 2018-10-04 2018-10-04 Falling rock protection fence

Publications (2)

Publication Number Publication Date
JP2020056272A JP2020056272A (en) 2020-04-09
JP7152007B2 true JP7152007B2 (en) 2022-10-12

Family

ID=70106874

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2018189211A Active JP7152007B2 (en) 2018-10-04 2018-10-04 Falling rock protection fence

Country Status (1)

Country Link
JP (1) JP7152007B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP7359053B2 (en) 2020-03-26 2023-10-11 三菱電機株式会社 semiconductor equipment

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000178925A (en) 1998-10-05 2000-06-27 Tesac Corp Ring net type rockfall prevention device
JP2002054109A (en) 2000-08-08 2002-02-20 Maruken Netto Kogyo Kk Guard fence for rock fall or the like
JP2002180422A (en) 2000-10-04 2002-06-26 Kanamori Tobei Shoji Kk Energy dispersion type falling-stone protective fence
JP2003306942A (en) 2002-04-16 2003-10-31 Oji Ryokka Kk Method of covering cut surface, filling surface or the like with wood chip
JP2007077672A (en) 2005-09-14 2007-03-29 Yoshida Kouzou Design:Kk Shock absorbing fence
JP2011047154A (en) 2009-08-26 2011-03-10 Tokyo Seiko Co Ltd Rock fall prevention fence
JP2013234495A (en) 2012-05-09 2013-11-21 Nippon Zenith Pipe Co Ltd Guard fence
JP2017008656A (en) 2015-06-25 2017-01-12 筑豊金網工業株式会社 Fixing fitting for wire rope

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5536241U (en) * 1978-08-29 1980-03-08
JPS5844110A (en) * 1981-09-08 1983-03-15 日本板硝子株式会社 Apparatus for preventing repulsion of flying substance in vehicle running road such as train track
JP2899611B2 (en) * 1994-05-09 1999-06-02 東京製綱株式会社 Guard fence and its reinforcement device

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000178925A (en) 1998-10-05 2000-06-27 Tesac Corp Ring net type rockfall prevention device
JP2002054109A (en) 2000-08-08 2002-02-20 Maruken Netto Kogyo Kk Guard fence for rock fall or the like
JP2002180422A (en) 2000-10-04 2002-06-26 Kanamori Tobei Shoji Kk Energy dispersion type falling-stone protective fence
JP2003306942A (en) 2002-04-16 2003-10-31 Oji Ryokka Kk Method of covering cut surface, filling surface or the like with wood chip
JP2007077672A (en) 2005-09-14 2007-03-29 Yoshida Kouzou Design:Kk Shock absorbing fence
JP2011047154A (en) 2009-08-26 2011-03-10 Tokyo Seiko Co Ltd Rock fall prevention fence
JP2013234495A (en) 2012-05-09 2013-11-21 Nippon Zenith Pipe Co Ltd Guard fence
JP2017008656A (en) 2015-06-25 2017-01-12 筑豊金網工業株式会社 Fixing fitting for wire rope

Also Published As

Publication number Publication date
JP2020056272A (en) 2020-04-09

Similar Documents

Publication Publication Date Title
JP4188998B2 (en) Shock absorbing fence
KR101374773B1 (en) Metallic Damper with Tapered Strip
KR101215335B1 (en) Guard fence
JP6228946B2 (en) Protective fence
JP7152007B2 (en) Falling rock protection fence
KR101261853B1 (en) Apparatus for fixing crossing of falling rock prevention wire rope
JP4862886B2 (en) Rope material impact force absorbing structure and protector
TW201435181A (en) Falling rock protection fence
KR102312501B1 (en) Rope fixing apparatus for falling rock preventing fence
KR200404512Y1 (en) mesh fence
JP6973767B2 (en) Rockfall guard rail
JP6860908B2 (en) Rockfall protection fence
KR100973841B1 (en) The rockfall protection device using steel wire cable and steel wire rod-spring
JP2008106450A (en) Impact absorbing fence
JP7034464B2 (en) Rockfall guard rail
JP2005213747A (en) Snowslide/rockfall protection fence
JP5357592B2 (en) Protective fence
JP3122931U (en) Fall prevention tool such as furniture
JP2010090698A (en) Check dam
KR101146879B1 (en) A Safty Fence And Method For It
US1892222A (en) Highway guard
JP7237549B2 (en) parent rope support
JP2002322616A (en) Protection net and protection fence
JP7126978B2 (en) Shock-absorbing wire and anti-fall system
JP2907212B1 (en) Shock absorbing fence

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20210714

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20220414

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20220419

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20220530

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20220914

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20220921

R150 Certificate of patent or registration of utility model

Ref document number: 7152007

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150