JP2005282244A - Guard fence - Google Patents

Guard fence Download PDF

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JP2005282244A
JP2005282244A JP2004100237A JP2004100237A JP2005282244A JP 2005282244 A JP2005282244 A JP 2005282244A JP 2004100237 A JP2004100237 A JP 2004100237A JP 2004100237 A JP2004100237 A JP 2004100237A JP 2005282244 A JP2005282244 A JP 2005282244A
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rope
shock absorber
column
columns
struts
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JP2004100237A
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JP4156556B2 (en
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Yutaka Hosokawa
細川  豊
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WAKO BUSSAN CO Ltd
Kaihatsu Concrete KK
Wakow Bussan Co Ltd
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WAKO BUSSAN CO Ltd
Kaihatsu Concrete KK
Wakow Bussan Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a guard fence superior in the shock absorbing effect capable of smoothly transmitting tension of a rope body to columns. <P>SOLUTION: The columns 2, 3 and 2 are erected at an interval. Rope materials 4 and 4' being the rope body are vertically installed at an interval between these columns 2, 3 and 2. The two rope materials 4 and 4' are gripped by predetermined frictional force by a shock absorber 21. When tension of a predetermined value or more acts on the rope materials 4 and 4', sliding of the rope materials 4 and 4' is allowed. A guide groove 12 is arranged for guiding one rope material 4 along the column 3. When the tension of the predetermined value or more acts on the rope materials 4 and 4' by impact force such as a falling rock, the rope materials 4 and 4' slide to the shock absorber 21, and absorb the impact force by friction energy by this sliding. In this case, even if the rope material 4 slides to the column 3, since the rope materials 4 and 4 slide along the guide groove 12, unreasonable force is not applied to the rope material 4 and the column 3, so that the rope materials can smoothly slide. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

本発明は、山腹の斜面部等に構築し、積雪や落石等を受け止めて道路等への落下、流入するのを防止する防護柵に関する。   The present invention relates to a protective fence that is constructed on a slope portion of a mountainside, etc., and receives snow and rocks to prevent it from falling or flowing into a road or the like.

従来から山腹の斜面部等に構築して落石や積雪等を受け止めて道路等への落下、流入を防止する防護柵が知られており、例えば、特開平7−197423号公報には、山腹の斜面部に間隔を置いて縦孔を穿孔し、この縦孔に建て込んだパイプ支柱を並設すると共に、これら各パイプ支柱に複数段のケーブルとともに金網を張設した落石等の防護柵が提案されている。   Conventionally, a protective fence is known which is constructed on a slope of a mountainside and receives falling rocks and snow, etc., and prevents falling and inflowing onto a road or the like. For example, JP-A-7-197423 Proposed protection fences such as falling rocks with a perforated hole at an interval in the slope, and pipe struts built in the perforated hole side by side, and a multi-stage cable and wire mesh stretched to each pipe strut Has been.

この防護柵は、両端部に配置された端末パイプ支柱にケーブルを通すための複数のケーブル装着孔が間隔をおいて形成され、中間部に配置される中間パイプ支柱には前記ケーブル装着孔と対応してケーブルを固定するためのボルトが形成されている。そして、ケーブル装着孔に緊張機能を備えた末端金具を装着し、この末端金具にケーブルの両端を連結した後、各中間パイプ支柱に形成するボルトに固定プレートをナット止めし、この固定プレートによって各中間パイプ支柱に架け渡したケーブルを固定すると共に、各パイプ支柱に金網を固定している。   This guard fence is formed with a plurality of cable mounting holes for passing cables through the end pipe struts arranged at both ends, and the intermediate pipe struts arranged in the middle part correspond to the cable mounting holes Thus, a bolt for fixing the cable is formed. Then, after attaching the end fitting with a tension function to the cable attachment hole and connecting both ends of the cable to this end fitting, the fixing plate is nut-fastened to the bolt formed on each intermediate pipe post, In addition to fixing the cables that span the intermediate pipe struts, a wire mesh is secured to each pipe strut.

このような防護柵は、落石や積雪等を各パイプ支柱に張り巡らした金網と、これを支持するケーブルで受け止めるものであるが、金網を支えるパイプ支柱が複数のケーブルで連結されているだけなので、複数のパイプ支柱相互の連結強度が弱く、一部の中間パイプに落石や積雪等などの衝撃が加わると、その中間パイプが損壊する虞れがある。さらに、各中間パイプ支柱に架設したケーブルについても、その固定部分が中間パイプ支柱のみであるから、一部のケーブルに強い衝撃を加わった場合、そのケーブルに強い引張力が作用して切断する虞れもあるから、金網及びケーブルの張設耐力が弱いという課題を有している。また、パイプ支柱に張設したケーブルや金網は部分的に損傷した場合でも張設耐力が著しく低下するが、前記従来の防護柵は、ケーブル及び金網が防護柵の全長に渡って連続することから、ケーブル及び金網を部分的に交換することができず、メンテナンス作業が面倒であると共に、コスト的にも不経済であった。   Such a guard fence is to catch the falling rock, snow, etc. on each pipe column and the cable that supports it, but the pipe column that supports the mesh is only connected by multiple cables. The connection strength between the plurality of pipe struts is weak, and if an impact such as falling rocks or snow is applied to some intermediate pipes, the intermediate pipes may be damaged. Furthermore, the cables erected on each intermediate pipe strut are also fixed only to the intermediate pipe strut, so if a strong impact is applied to some cables, there is a risk that the cable will be cut due to a strong tensile force. Therefore, there is a problem that the tension strength of the wire mesh and the cable is weak. Also, even if the cable or wire mesh stretched on the pipe strut is partially damaged, the laying strength is significantly reduced. However, the conventional guard fence has a continuous cable and wire mesh over the entire length of the guard fence. The cable and the wire mesh could not be partially exchanged, and the maintenance work was troublesome, and the cost was uneconomical.

一方、落石などの衝撃を摩擦エネルギーに変換して吸収するものとして、所定の間隔で支柱を設け、各支柱の間に水平ロープ材を水平方向のスライドを許容した状態で係留し、水平ロープ材の両端は固定し、各支柱間を水平ロープ材に掛止させたワイヤ製のネットで遮蔽し、前記水平ロープ材の途上にロープ材を重合させて形成した余長部と、余長部を一定の力で挟持する挟持具とにより、水平ロープ材に設定張力以上の張力が作用したとき、水平ロープ材が一定の摩擦力を保持したまま余長部が伸長して張力を吸収する緩衝部を形成した衝撃吸収柵(例えば特許文献2、特許文献3)が提案されている。
特開平7−197423号公報 特開平6−173221号公報 特開平6−336709号公報
On the other hand, as a means to absorb impacts such as falling rocks by converting them into frictional energy, support columns are provided at predetermined intervals, and horizontal rope materials are moored in a state that allows horizontal sliding between each support column. Both ends of the cable are fixed, shielded between wires by a wire net hooked on a horizontal rope material, and an extra length portion formed by polymerizing the rope material in the middle of the horizontal rope material, and an extra length portion. A buffer that absorbs tension by extending the extra length of the horizontal rope material while maintaining a constant frictional force when a tension higher than the set tension is applied to the horizontal rope material due to the clamping device that clamps with a constant force A shock absorbing fence (for example, Patent Document 2 and Patent Document 3) in which a slab is formed has been proposed.
JP-A-7-197423 JP-A-6-173221 JP-A-6-336709

上記衝撃吸収柵では、衝撃を支柱に伝える前に水平ロープ材の一部に形成した緩衝部の摺動により衝撃を吸収することができ、従来に比較して支柱の荷重負担を著しく軽減することができる。   The shock absorber fence can absorb the shock by sliding the buffer part formed in a part of the horizontal rope material before transmitting the shock to the column, and remarkably reduce the load load of the column compared to the conventional. Can do.

ところで、この衝撃吸収柵でも、緩衝部が摺動した後は、水平ロープ材の張力が支柱に加わるが、水平ロープ材を単に支柱に係留しただけでは、支柱や水平ロープ材の係留部分に無理な力が加わり、支柱への力の伝達がスムーズに行われない虞がある。   By the way, even with this shock absorbing fence, after the shock absorber slides, the tension of the horizontal rope material is applied to the support column, but if the horizontal rope material is simply moored to the support column, it is impossible to force the anchoring part of the support column and horizontal rope material. Force may be applied, and the force may not be transmitted smoothly to the column.

そこで、本発明は、索条体の張力を支柱にスムーズに伝達することができ、衝撃吸収効果に優れた防護柵を提供することを目的とする。   Then, an object of this invention is to provide the protective fence which can transmit the tension | tensile_strength of a cable body smoothly to a support | pillar, and was excellent in the impact absorption effect.

請求項1の発明は、間隔を置いて支柱を立設し、これら支柱の間に上下に間隔をおいて索状体を架設した防護柵において、2本の前記索条体を所定の摩擦力で把持すると共に、前記索条体に所定以上の張力が作用したとき該索条体の摺動を許容することにより衝撃を吸収する緩衝具と、一方の前記索条体を前記支柱に沿って案内する案内部とを備えるものである。   The invention of claim 1 is a protective fence in which struts are erected at intervals, and a cord-like body is erected between the struts in the vertical direction. And a shock absorber that absorbs an impact by allowing sliding of the cable body when a predetermined tension is applied to the cable body, and one of the cable bodies along the column. And a guiding unit for guiding.

また、請求項2の発明は、前記案内部は、前後方向に突出した前後湾曲部を有するものである。   According to a second aspect of the present invention, the guide portion has a front / rear curved portion protruding in the front / rear direction.

また、請求項3の発明は、前記案内部は、上下方向に突出した上下湾曲部を有するものである。   According to a third aspect of the present invention, the guide portion has a vertically curved portion that protrudes in the vertical direction.

また、請求項4の発明は、前記索条体の端部に前記緩衝具に係止可能なストッパを設けたものである。   According to a fourth aspect of the present invention, a stopper that can be locked to the shock absorber is provided at an end portion of the cable body.

また、請求項5の発明は、前記緩衝具を中間の支柱の近傍に配置し、中間の支柱を挟む両側の支柱に前記索条体の端部を取り付けたものである。   According to a fifth aspect of the present invention, the shock absorber is disposed in the vicinity of the intermediate strut, and the ends of the strips are attached to both struts sandwiching the intermediate strut.

請求項1の構成によれば、落石などの衝撃力により索条体に所定以上の張力が作用すると、緩衝具に対して、索条体が摺動し、この摺動による摩擦エネルギーにより前記衝撃力を吸収する。この際、支柱に対して索条体がスライドしても、索条体が案内部材に沿ってスライドするため、索条体及び支柱に無理な力が加わることなく、スムーズにスライドすることができる。   According to the structure of claim 1, when a predetermined tension or more is applied to the rope body by an impact force such as falling rocks, the rope body slides against the shock absorber, and the impact is generated by the frictional energy generated by the sliding. Absorb power. At this time, even if the striated body slides with respect to the support column, the slidable body slides along the guide member. Therefore, the slidable body and the support column can slide smoothly without applying excessive force. .

また、請求項2の構成によれば、前面に落石などを受け、索条体が落石箇所を中心に後に移動し、架設方向に対して後側に索条体の向きが変わっても、この索条体は前後湾曲部に沿って向きを変えるため、案内部における索条体に無理な力が加わることがない。   Moreover, according to the structure of Claim 2, even if a rock fall etc. are received on the front, a rope body moves back centering on a rock fall location, and even if the direction of a rope body changes to the back side with respect to the construction direction, Since the cord body changes its direction along the front and rear curved portion, an excessive force is not applied to the cord body in the guide portion.

また、請求項3の構成によれば、前面に落石などを受け、架設方向に対して上下方向に索条体の向きが変わっても、この索条体は上下湾曲部に沿って向きを変えるため、案内部における索条体に無理な力が加わることがない。   Further, according to the configuration of claim 3, even if the front surface receives falling rocks or the like and the direction of the ridge changes in the vertical direction with respect to the erection direction, the direction of the ridge changes along the vertical bending portion. Therefore, an excessive force is not applied to the striated body in the guide portion.

また、請求項4の構成によれば、それぞれのストッパが緩衝具に係止するまで索条体が摺動する。   Moreover, according to the structure of Claim 4, a rope body slides until each stopper latches to a buffer.

また、請求項5の構成によれば、ストッパが緩衝具に係止するまで索条体が摺動した後、両側の支柱間の索条体が一体となって、その張力を支柱に伝達し、それら支柱の変形により衝撃力を吸収することができる。   According to the fifth aspect of the present invention, after the rope body slides until the stopper is locked to the shock absorber, the rope bodies between the struts on both sides are integrated to transmit the tension to the struts. The impact force can be absorbed by the deformation of the columns.

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、従来とは異なる衝撃吸収柵である防護柵を採用することにより、従来にない防護柵が得られ、その防護柵を夫々記述する。   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, by using a protective fence that is a shock absorbing fence different from the conventional one, an unprecedented protective fence is obtained, and each of the protective fences is described.

以下、本発明の防護柵の実施例1について図1〜図6を参照して説明する。防護柵1は、両側に配置する端末パイプ支柱2の間に中間パイプ支柱3を間隔をおいて並設し、これらパイプ支柱2,3,2に上下に間隔おいて索状体としてのロープ材4,4´を多段に架設すると共に、防護用網体として金属線材で編成した金網5を張設し、例えば、山腹の斜面部にコンクリート基礎7を設け、このコンクリート基礎7に構築して積雪や落石等を受け止めものである。   Hereinafter, Embodiment 1 of the guard fence of the present invention will be described with reference to FIGS. The protective fence 1 has intermediate pipe struts 3 arranged at intervals between terminal pipe struts 2 arranged on both sides, and a rope member as a cord-like body spaced vertically on these pipe struts 2, 3, 2. 4 and 4 'are installed in multiple stages, and a wire mesh 5 knitted with a metal wire is stretched as a protective mesh body. For example, a concrete foundation 7 is provided on a slope of a mountainside, and the concrete foundation 7 is constructed to provide snow. It is intended to accept or fall rocks.

前記端末パイプ支柱2と中間パイプ支柱3は、コンクリートなどの基礎7に建て込まれる。これら端末パイプ支柱2と中間パイプ支柱3は、断面形状が円形の鋼管によって形成されている。また、端末パイプ支柱2と中間パイプ支柱3及び連結杆6は、断面形状が円形の鋼管によって形成されている。前記連結杆6は断面円形をなし、その連結杆6の端部を端末パイプ支柱2及び中間パイプ支柱3に回動連結機構8により前後方向及び上下方向回動可能に連結している。   The terminal pipe strut 2 and the intermediate pipe strut 3 are built on a foundation 7 such as concrete. These end pipe struts 2 and intermediate pipe struts 3 are formed of steel pipes having a circular cross-sectional shape. Moreover, the terminal pipe support | pillar 2, the intermediate | middle pipe support | pillar 3, and the connecting rod 6 are formed of the steel pipe with a circular cross-sectional shape. The connecting rod 6 has a circular cross section, and ends of the connecting rod 6 are connected to the terminal pipe column 2 and the intermediate pipe column 3 so as to be pivotable in the front-rear direction and the vertical direction by the pivot coupling mechanism 8.

この例では、3本の支柱2,3,2を1組のユニットとした2スパンの構造を示し、1組のユニットにおいて、各段において、2本のロープ材4,4´を用いる。中間パイプ支柱3には、前記ロープ材4を案内する案内部材11が設けられている。この案内部材11は、左右方向に長略箱状をなし、前記ロープ材4をほぼ水平方向に案内するほぼ左右方向の案内溝12を備える。この案内溝12は案内部材11前面に開口部12Aを有し、また、案内溝12の後面は、左右方向中央が前側に凸な前側湾曲部13が形成され、案内溝12の上下面は、左右方向中央が下,上に凸な上湾曲部14と、下湾曲部15とが形成されている。それら、上,下湾曲部14,15の一番幅狭な部分で、それらの間隔は前記ロープ材4の直径とほぼ同じ間隔に設定されている。そして、各湾曲部13,14,15がロープ材4に線接触することとが好ましい。   This example shows a two-span structure in which three struts 2, 3 and 2 are a set of units, and two rope members 4 and 4 'are used at each stage in the set of units. The intermediate pipe support 3 is provided with a guide member 11 for guiding the rope material 4. The guide member 11 has a substantially box-like shape in the left-right direction, and includes a substantially left-right guide groove 12 that guides the rope member 4 in a substantially horizontal direction. The guide groove 12 has an opening 12A on the front surface of the guide member 11, and the rear surface of the guide groove 12 is formed with a front curved portion 13 whose center in the left-right direction is convex forward, and the upper and lower surfaces of the guide groove 12 are An upper curved portion 14 and a lower curved portion 15 that are convex at the center in the left-right direction are formed downward and upward. At the narrowest portions of the upper and lower curved portions 14 and 15, the distance between them is set to be approximately the same as the diameter of the rope member 4. It is preferable that the curved portions 13, 14, 15 are in line contact with the rope material 4.

前記案内部材11には、前記開口部12Aを塞ぐ蓋体16を備え、また、前記案内部材11の後面には、支柱3の外周に係合する係合凹部17が形成され、この係合凹部17と前記前側湾曲部13とは支柱3を中心とした円弧状をなす。そして、案内部材11前面に前記蓋体16を被せ、支柱3に外装した上下のUボルト18の端部を、案内部材11の上下左右及び前記蓋体16に挿通し、該端部にナット19を螺合することにより、支柱3に案内部材11を固定する。このように、支柱3への案内部材11の取付と同時に蓋体16を取り付けることができる。   The guide member 11 includes a lid 16 that closes the opening 12A, and an engagement recess 17 that engages with the outer periphery of the support column 3 is formed on the rear surface of the guide member 11. 17 and the front curved portion 13 form an arc shape with the support column 3 as the center. Then, the end of the upper and lower U-bolts 18 covered with the lid 16 is put on the front surface of the guide member 11, and the upper and lower left and right sides of the guide member 11 and the lid 16 are inserted, and a nut 19 is inserted into the end. The guide member 11 is fixed to the column 3 by screwing together. In this manner, the lid body 16 can be attached simultaneously with the attachment of the guide member 11 to the column 3.

前記ロープ材4の一端側4Aを前記案内溝部11に挿通し、他端側4Bを一方の隣の支柱2に取り付け、前記一端側4Aを緩衝具21により所定の摩擦力で把持し、その一端にストッパー22を設ける。そして、前記緩衝具21は、支柱2,3の間で中間パイプ支柱3の近傍に配置されている。また、他のロープ材4´の他端側4B´を他方の隣の支柱2に取り付け、その一端側4A´を前記ロープ材4の一端側4Aと重ね合わせると共に、前記緩衝具21により所定の摩擦力で把持し、その一端にストッパー22を設ける。他方のロープ材4´は、支柱3,2の間隔より短く、そのストッパ22が案内部材11より他端側(支柱3の図1中右隣りの支柱2側)に位置する長さを有し、ロープ材4がスライドすると、緩衝具21がロープ材4´のストッパ22に当り、緩衝具21が案内部材11に当らないように設定されている。   One end side 4A of the rope member 4 is inserted into the guide groove portion 11, the other end side 4B is attached to one of the adjacent struts 2, and the one end side 4A is gripped by a buffer 21 with a predetermined frictional force. A stopper 22 is provided on the surface. The shock absorber 21 is disposed in the vicinity of the intermediate pipe column 3 between the columns 2 and 3. Also, the other end 4B ′ of the other rope member 4 ′ is attached to the other adjacent support column 2 and its one end side 4A ′ is overlapped with the one end side 4A of the rope member 4, and the buffer 21 Gripping with frictional force, a stopper 22 is provided at one end. The other rope member 4 ′ is shorter than the interval between the columns 3 and 2, and has such a length that the stopper 22 is positioned on the other end side of the guide member 11 (the column 2 on the right side in FIG. 1 of the column 3). When the rope material 4 slides, the shock absorber 21 hits the stopper 22 of the rope material 4 ′ and the shock absorber 21 does not hit the guide member 11.

図6などに示すように、前記緩衝具21は、二つ割りした本体23,23に圧接溝24,24を形成し、この圧接溝24,24間に前記ロープ材4,4´を配置し、前記本体23,23同士をボルトなどの締付手段25により締め付けて前記ロープ材4,4´を所定の摩擦力で把持するものである。   As shown in FIG. 6 and the like, the shock absorber 21 has pressure contact grooves 24, 24 formed in two divided main bodies 23, 23, and the rope members 4, 4 'are arranged between the pressure contact grooves 24, 24, The main bodies 23 and 23 are fastened to each other by fastening means 25 such as bolts, and the rope members 4 and 4 'are gripped with a predetermined frictional force.

さらに、端末パイプ支柱2と外周には、ロープ材取付手段が設けられ、この取付手段の取付プレート31が、ケーブル4の本数に対応して固定されている。この取付プレート31には、ロープ材4の末端金具32を取り付けるための孔33が形成される。尚、取付プレート31には、2本の端末金具32を孔33に掛け止めすることができる。そして、ロープ材取付手段はロープ材4,4´の端部を揺動可能に支柱2に取り付け、かつロープ材4,4´の長さ方向の移動を規制した状態で取り付けるものである。   Further, rope material attaching means is provided on the terminal pipe strut 2 and the outer periphery, and attachment plates 31 of the attaching means are fixed corresponding to the number of cables 4. A hole 33 for attaching the end fitting 32 of the rope member 4 is formed in the attachment plate 31. Note that two end fittings 32 can be hooked on the holes 33 on the mounting plate 31. The rope material attaching means attaches the end portions of the rope materials 4 and 4 'to the support column 2 so as to be swingable, and attaches the rope materials 4 and 4' in a state in which movement of the rope materials 4 and 4 'is restricted.

前記末端金具32はU字状のジョイント金具34と、このジョイント金具34にナット35によって固定されるプレート36とで構成され、プレート36には前記ジョイント金具34の基部に形成するねじ部34Aを挿通する一対の孔37と、この各孔37,37の間に位置して前記ロープ材4を通す挿通孔38が形成されている。この挿通孔38は、前記ロープ材4,4´の末端に固着されるストッパ22より径小に形成されており、該ストッパ22を抜け止めするようにしている。   The end fitting 32 is composed of a U-shaped joint fitting 34 and a plate 36 fixed to the joint fitting 34 with a nut 35. The plate 36 is inserted with a threaded portion 34A formed at the base of the joint fitting 34. A pair of holes 37 are formed, and an insertion hole 38 through which the rope material 4 is passed is formed between the holes 37 and 37. The insertion hole 38 is formed with a smaller diameter than the stopper 22 fixed to the ends of the rope members 4 and 4 ′ so as to prevent the stopper 22 from coming off.

以上のように構成される防護柵1の施工方法について説明する。防護柵1は、例えば山腹の斜面部に設置するものであって、コンクリート基礎7を構築すると共に、該コンクリート基礎7に各パイプ支柱2,3を建て込む。こうして建て込まれた各パイプ支柱2,3,2は、防護柵1の両側に配置される端末パイプ支柱2と、これら端末パイプ支柱2間の中間支柱3とが一直線状に配置される。そして、各パイプ支柱2,3,2の間にロープ材4,4´を架設する。すなわち、各パイプ支柱2,2に固定した取付プレート31に形成する孔33にジョイント金具34を通すと共に、プレート36に形成する挿通孔38のロープ材4の両端を通してロープ材4の端部にストッパ22を固定する。また、支柱3においては、案内部材11の案内溝12にロープ材4の一端側4Aを挿通する。この後、ジョイント金具34の両ねじ部34Aをプレート36の孔37を通してねじ部34にナット35を締め付けることによって各パイプ支柱2,3,2の間に配置したロープ材4を緊張させる。こうして各パイプ支柱2,3,2の間にロープ材4,4´を架設した後、各パイプ支柱2,3,2とロープ材4に固定金具(図示せず)によって金網5を取り付ける。なお、図1中両側の支柱2,2の隣には、それぞれ図示しない支柱3と支柱2が同様に配置され、これらにより1組のユニットが形成され、支柱3,3の間の支柱2には2つの端末金具32が設けられる。   The construction method of the guard fence 1 comprised as mentioned above is demonstrated. The protective fence 1 is installed on, for example, a slope of a mountainside, and constructs a concrete foundation 7 and embeds each pipe support 2 and 3 in the concrete foundation 7. In each of the pipe struts 2, 3, 2 built in this way, a terminal pipe strut 2 disposed on both sides of the protective fence 1 and an intermediate strut 3 between these terminal pipe struts 2 are disposed in a straight line. And rope material 4,4 'is constructed between each pipe support | pillar 2,3,2. That is, the joint fitting 34 is passed through the hole 33 formed in the mounting plate 31 fixed to each pipe support 2, 2, and the stopper is provided at the end of the rope member 4 through both ends of the rope member 4 of the insertion hole 38 formed in the plate 36. Fix 22 Further, in the support column 3, the one end side 4 </ b> A of the rope material 4 is inserted into the guide groove 12 of the guide member 11. Thereafter, the rope member 4 disposed between the pipe struts 2, 3, 2 is tensioned by tightening the nut 35 to the screw portion 34 through the holes 37 of the plate 36 through the screw portions 34 A of the joint fitting 34. After the rope members 4, 4 ′ are thus installed between the pipe struts 2, 3, 2, the wire mesh 5 is attached to the pipe struts 2, 3, 2 and the rope member 4 by fixing brackets (not shown). In addition, the column 3 and the column 2 (not shown) are arranged in the same manner next to the columns 2 and 2 on both sides in FIG. 1, thereby forming one set of units, and the column 2 between the columns 3 and 3. Two terminal fittings 32 are provided.

次に、前記構成につき、その作用を説明すると、支柱2,3,2間において、金網5に落石を受け、該落石の衝撃力によりロープ材4,4´に所定以上の張力が作用すると、緩衝具21に対して、ロープ材4が摺動し、この摺動による摩擦エネルギーにより衝撃力を吸収する。前記摺動は、一端側4A,4A´に設けたストッパ22,22が緩衝具21に当たるまで行われる。この際、支柱3に対してロープ材4の一端側4Aが図中左側にスライドしても、そのロープ材4は案内溝12に沿ってスライドするため、ロープ材4及び支柱3に無理な力が加わることなく、スムーズにスライドすることができる。また、支柱2,3,2間に落石などを受けると、ロープ材4,4´が落石箇所を中心に後に移動し、図3(A)の一点鎖線に示すように、架設方向(支柱2,3,2の並んだ方向)に対して後側にその向きが変わっても、このロープ材4は前後湾曲部13に沿って向きを変えるため、案内溝12において、ロープ材4に無理な力が加わることがない。また、金網5への落石の当たり方や、落石により上下段のロープ材4,4に開く力が加わる場合などで、架設方向に対して上下方向にロープ材4の向きが変わっても、支柱3においてロープ材4は上下湾曲部14,15に沿って向きを変えるため、案内溝12において、ロープ材4に無理な力が加わることがない。   Next, the operation of the above structure will be described. When a falling rock is received by the wire mesh 5 between the support columns 2, 3 and 2, and a tension of a predetermined level or more acts on the rope members 4 and 4 ′ by the impact force of the falling rock, The rope material 4 slides with respect to the buffer 21 and the impact force is absorbed by the frictional energy generated by the sliding. The sliding is performed until the stoppers 22, 22 provided on the one end sides 4 </ b> A, 4 </ b> A ′ hit the shock absorber 21. At this time, even if one end side 4A of the rope member 4 slides to the left side in the figure with respect to the support column 3, the rope member 4 slides along the guide groove 12, so that excessive force is applied to the rope member 4 and the support column 3. It can slide smoothly without adding. Further, when falling rock or the like is received between the columns 2, 3 and 2, the rope members 4 and 4 'move later around the rock falling part, and as shown by the one-dot chain line in FIG. , 3, 2), the direction of the rope member 4 changes along the front-rear curved portion 13, so that the rope member 4 cannot be used in the guide groove 12. Power is not added. Moreover, even if the direction of the rope material 4 changes in the vertical direction with respect to the erection direction, such as when the falling rock hits the wire mesh 5 or when the opening force is applied to the upper and lower rope materials 4 and 4 due to the falling rock, 3, the rope material 4 changes its direction along the up and down curved portions 14, 15, so that no excessive force is applied to the rope material 4 in the guide groove 12.

そして、一端側4A,4A´に設けたストッパ22,22が緩衝具21に当たった後は、ロープ材4,4´の張力が支柱2,2に加わり、支柱3には、ロープ材4の張力のほぼ前後方向の分力が加わり、支柱2,3,2の曲げ応力を超える力を受けると、支柱2,3,2が曲がる倒れる等の変形を起こして衝撃力を吸収する。   Then, after the stoppers 22 and 22 provided on the one end side 4A and 4A 'hit the shock absorber 21, the tension of the rope members 4 and 4' is applied to the support columns 2 and 2, and the support member 3 has the rope material 4 When a component force in the front-rear direction of the tension is applied and a force exceeding the bending stress of the columns 2, 3 and 2 is received, the column 2, 3 and 2 are bent and fallen, and the impact force is absorbed.

このように本実施例では、請求項1に対応して、間隔を置いて支柱2,3,2を立設し、これら支柱2,3,2の間に上下に間隔をおいて索状体たるロープ材4,4´を架設した防護柵において、2本のロープ材4,4´を所定の摩擦力で把持すると共に、ロープ材4,4´に所定以上の張力が作用したとき該ロープ材4,4´の摺動を許容することにより衝撃を吸収する緩衝具21と、一方のロープ材4を支柱3に沿って案内する案内部たる案内溝12とを備えるから、落石などの衝撃力によりロープ材4,4´に所定以上の張力が作用すると、緩衝具21に対して、ロープ材4,4´が摺動し、この摺動による摩擦エネルギーにより前記衝撃力を吸収する。この際、支柱3に対してロープ材4がスライドしても、ロープ材4,4が案内溝12に沿ってスライドするため、ロープ材4及び支柱3に無理な力が加わることなく、スムーズにスライドすることができる。   Thus, in this embodiment, corresponding to claim 1, the support columns 2, 3 and 2 are erected at intervals, and the cord-like bodies are spaced vertically between these support columns 2, 3 and 2 In the protective fence on which the rope members 4 and 4 'are installed, the two rope members 4 and 4' are gripped with a predetermined frictional force, and the rope members 4 and 4 'are subjected to a tension higher than a predetermined level. Since the shock absorber 21 that absorbs the impact by allowing the sliding of the materials 4 and 4 ′ and the guide groove 12 that guides the one rope material 4 along the support column 3, the impact such as falling rocks is provided. When a predetermined tension or more acts on the rope members 4 and 4 ′ by the force, the rope members 4 and 4 ′ slide with respect to the shock absorber 21, and the impact force is absorbed by the frictional energy generated by the sliding. At this time, even if the rope member 4 slides with respect to the support column 3, the rope members 4 and 4 slide along the guide groove 12, so that an unreasonable force is not applied to the rope member 4 and the support column 3. Can slide.

また、このように本実施例では、請求項2に対応して、案内部11は、前後方向に突出した前後湾曲部13を有するから、前面に落石などを受け、ロープ材4が落石箇所を中心に後に移動し、架設方向に対して後側にロープ材4の向きが変わっても、このロープ材4は前後湾曲部13に沿って向きを変えるため、案内溝12におけるロープ材4に無理な力が加わることがない。   In this way, in this embodiment, corresponding to claim 2, since the guide portion 11 has the front and rear curved portion 13 projecting in the front-rear direction, the front surface receives a fallen stone and the rope material 4 has a fallen stone location. Even if the rope member 4 moves to the center and the direction of the rope member 4 changes to the rear side with respect to the installation direction, the rope member 4 changes its direction along the front-rear curved portion 13, so that the rope member 4 in the guide groove 12 is impossible. No extra power is added.

また、このように本実施例では、請求項3に対応して、案内部たる案内溝は、上下方向に突出した上下湾曲部14,15を有するから、前面に落石などを受け、架設方向に対して上下方向にロープ材4の向きが変わっても、このロープ材4は上下湾曲部14,15に沿って向きを変えるため、案内溝12におけるロープ材4に無理な力が加わることがない。   In this way, in this embodiment, corresponding to claim 3, the guide groove as the guide portion has the vertically curved portions 14 and 15 protruding in the vertical direction. On the other hand, even if the direction of the rope member 4 changes in the vertical direction, the rope member 4 changes its direction along the up and down curved portions 14 and 15, so that an unreasonable force is not applied to the rope member 4 in the guide groove 12. .

また、このように本実施例では、請求項4に対応して、ロープ材4,4´の端部に緩衝具21に係止可能なストッパ22を設けたから、それぞれのストッパ22が緩衝具21に係止するまでロープ材4,4´が摺動する。   In this way, in this embodiment, corresponding to claim 4, since the stoppers 22 that can be locked to the shock absorbers 21 are provided at the ends of the rope members 4 and 4 ', each of the stoppers 22 corresponds to the shock absorber 21. The rope members 4, 4 'slide until they are locked.

また、このように本実施例では、請求項5に対応して、緩衝具21を中間の支柱3の近傍に配置し、中間の支柱3を挟む両側の支柱2,2にロープ材4,4´の端部を取り付けたから、ストッパ22が緩衝具21に係止するまでロープ材4,4´が摺動した後、両側の支柱2,2間のロープ材4,4´が一体となって、その張力を支柱2,3,2に伝達し、それら支柱2,3,2の変形により衝撃力を吸収することができる。   In this way, in this embodiment, corresponding to the fifth aspect, the shock absorber 21 is disposed in the vicinity of the intermediate column 3, and the rope members 4, 4 are attached to the columns 2, 2 on both sides sandwiching the intermediate column 3. Since the end of 'is attached, the rope members 4 and 4' slide until the stopper 22 is locked to the shock absorber 21, and then the rope members 4 and 4 'between the support columns 2 and 2 on both sides are integrated. The tension can be transmitted to the columns 2, 3, and 2, and the impact force can be absorbed by the deformation of the columns 2, 3, and 2.

図7は本発明の実施例2を示し、上記実施例1と同一部分に同一符号を付し、その詳細な説明を省略して詳述すると、同図に示すように、4本の支柱2,3,3,2を1組のユニットとした3スパンの構造を示し、1組のユニットにおいて、各段において、3本のロープ材4´,4,4´を用いる。中間パイプ支柱3には、前記ロープ材4を案内する案内部材11が設けられている。中間に位置するロープ材4は、支柱3,3の間隔より長く形成され、その両端側4T,4Tをそれぞれ支柱3,3の案内部材11,11により案内され、さらに、その両端側4T,4Tをそれぞれ緩衝具21,21により所定の摩擦力で把持し、その端部にそれぞれストッパ22を設けている。また、各緩衝具21には、両側の支柱2,2に取り付けた前記ロープ材4´の一端側4A´,4A´が所定の摩擦力で把持されている。   FIG. 7 shows a second embodiment of the present invention. The same reference numerals are given to the same portions as those of the first embodiment, and detailed description thereof is omitted. As shown in FIG. 3, 3, 3, and 2 are shown as one set of units, and three rope members 4 ′, 4, 4 ′ are used in each stage in one set of units. The intermediate pipe support 3 is provided with a guide member 11 for guiding the rope material 4. The rope member 4 located in the middle is formed longer than the interval between the columns 3 and 3, and both end sides 4T and 4T thereof are guided by the guide members 11 and 11 of the columns 3 and 3, respectively, and further, both end sides 4T and 4T. Are gripped by the respective shock absorbers 21 and 21 with a predetermined frictional force, and stoppers 22 are respectively provided at the ends thereof. Each shock absorber 21 holds one end side 4A 'and 4A' of the rope member 4 'attached to the support columns 2 and 2 on both sides with a predetermined frictional force.

そして、支柱2,3,3,2間において、金網5に落石を受け、該落石の衝撃力によりロープ材4に所定以上の張力が作用すると、緩衝具21に対して、ロープ材4が摺動し、この摺動による摩擦エネルギーにより衝撃力を吸収する。前記摺動は、一端側4A及び端部4Tに設けたストッパ22,22が緩衝具21に当たるまで行われる。また、この例では、1つのユニットに2つの緩衝具21,21が設けられ、一端側4A,両端側4T,4T,一端側4Aの4箇所でロープ材4´,4,4´が把持され、これらロープ材4´,4,4´のいずれかで落石の衝撃力を受けても、4箇所で摩擦摺動が発生するから、摩擦力により衝撃吸収効果に優れたものとなる。   Then, between the support posts 2, 3, 3, and 2, a rock fall is received by the wire mesh 5, and when the tension more than a predetermined level acts on the rope member 4 due to the impact force of the fallen rock, the rope member 4 slides against the shock absorber 21. It moves and absorbs the impact force by the frictional energy by this sliding. The sliding is performed until the stoppers 22, 22 provided on the one end side 4 </ b> A and the end portion 4 </ b> T hit the shock absorber 21. Further, in this example, two shock absorbers 21 and 21 are provided in one unit, and the rope members 4 ', 4 and 4' are gripped at four locations of one end side 4A, both end sides 4T and 4T, and one end side 4A. Even if any of these rope members 4 ′, 4 and 4 ′ receives the impact force of falling rocks, frictional sliding occurs at four locations, so that the impact absorption effect is excellent due to the friction force.

図8は本発明の実施例3を示し、上記実施例1と同一部分に同一符号を付し、その詳細な説明を省略して詳述すると、同図に示すように、前記案内溝12は、その前側湾曲部13の両側に斜部13A,13Aを有しており、この例においても、斜部13A,13Aを有する前側湾曲部13により、案内溝12におけるロープ材4に無理な力が加わることがない。   FIG. 8 shows a third embodiment of the present invention. The same reference numerals are given to the same parts as those of the first embodiment, and the detailed description is omitted. As shown in FIG. In addition, there are inclined portions 13A and 13A on both sides of the front curved portion 13, and in this example, too much force is applied to the rope member 4 in the guide groove 12 by the front curved portion 13 having the inclined portions 13A and 13A. There is no participation.

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。   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.

本発明の実施例1を示す防護柵の要部の正面図である。It is a front view of the principal part of the guard fence which shows Example 1 of this invention. 同上、中間の支柱と緩衝具回りの正面図である。It is a front view around an intermediate | middle support | pillar and a shock absorber same as the above. 同上、図3(A)は案内部材の平面断面図、図3(B)は蓋体を取り外した状態の案内部材の正面図である。3A is a plan sectional view of the guide member, and FIG. 3B is a front view of the guide member in a state where the lid is removed. 同上、防護柵の正面図である。It is a front view of a protection fence same as the above. 同上、両側の支柱の上部の正面図である。It is a front view of the upper part of the support | pillar of both sides same as the above. 同上、緩衝具の断面図である。It is sectional drawing of a shock absorber same as the above. 本発明の実施例2を示す防護柵の要部の正面図である。It is a front view of the principal part of the guard fence which shows Example 2 of this invention. 本発明の実施例3を示す案内部材の平面図である。It is a top view of the guide member which shows Example 3 of this invention.

符号の説明Explanation of symbols

1 防護柵
2 端末パイプ支柱(両側の支柱)
3 中間パイプ支柱(中間の支柱)
4,4´ ロープ材(索状体)
5 金網(防護用網体)
12 案内溝(案内部)
13 前側湾曲部
14 上湾曲部
15 下湾曲部
21 緩衝具
22 ストッパー
1 Guard fence 2 End pipe support (supports on both sides)
3 Intermediate pipe strut (intermediate strut)
4,4 'rope material (cord-like body)
5 Wire mesh (protective mesh)
12 Guide groove (guide section)
13 Front curve
14 Upper curve
15 Lower curve
21 Shock absorber
22 Stopper

Claims (5)

間隔を置いて支柱を立設し、これら支柱の間に上下に間隔をおいて索状体を架設した防護柵において、2本の前記索条体を所定の摩擦力で把持すると共に、前記索条体に所定以上の張力が作用したとき該索条体の摺動を許容することにより衝撃を吸収する緩衝具と、一方の前記索条体を前記支柱に沿って案内する案内部とを備えることを特徴とする防護柵。 In a protective fence in which struts are erected at intervals, and a rope-like body is erected between the struts in the vertical direction, the two cords are gripped with a predetermined friction force, and the cords are A shock absorber that absorbs an impact by allowing sliding of the strip body when a predetermined tension or more acts on the strip body, and a guide portion that guides one of the strip bodies along the support column. A protective fence characterized by that. 前記案内部は、前後方向に突出した前後湾曲部を有することを特徴とする請求項1記載の防護柵。 The protective fence according to claim 1, wherein the guide portion has a front-rear curved portion protruding in the front-rear direction. 前記案内部は、上下方向に突出した上下湾曲部を有することを特徴とする請求項1記載の防護柵。 The protective fence according to claim 1, wherein the guide portion has a vertically curved portion protruding in a vertical direction. 前記索条体の端部に前記緩衝具に係止可能なストッパを設けたことを特徴とする請求項1記載の防護柵。 The protective fence according to claim 1, wherein a stopper that can be locked to the shock absorber is provided at an end of the rope body. 前記緩衝具を中間の支柱の近傍に配置し、中間の支柱を挟む両側の支柱に前記索条体の端部を取り付けたことを特徴とする請求項4項に記載の防護柵。

The protective fence according to claim 4, wherein the shock absorber is disposed in the vicinity of the intermediate strut, and ends of the striated body are attached to both struts sandwiching the intermediate strut.

JP2004100237A 2004-03-30 2004-03-30 Protective fence Expired - Lifetime JP4156556B2 (en)

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JP2008144381A (en) * 2006-12-06 2008-06-26 Nihon Samicon Co Ltd Avalanche/falling stone preventive fence
JP2008150867A (en) * 2006-12-18 2008-07-03 Tokyo Seiko Co Ltd High energy absorbing rock fall guard fence
JP2008303490A (en) * 2007-06-07 2008-12-18 Tokyo Seiko Co Ltd Wire rope binding device and method for binding end part of wire rope
CH702713A1 (en) * 2010-02-19 2011-08-31 Speedrunner Gmbh belay line system continues.
ITMI20131622A1 (en) * 2013-10-01 2015-04-02 Si Al S R L CONTAINMENT DEVICE FOR A CABLE OF A LIFE LINE
JP2019065641A (en) * 2017-10-04 2019-04-25 有限会社 創友 Rock fall guard fence
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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008144381A (en) * 2006-12-06 2008-06-26 Nihon Samicon Co Ltd Avalanche/falling stone preventive fence
JP2008150867A (en) * 2006-12-18 2008-07-03 Tokyo Seiko Co Ltd High energy absorbing rock fall guard fence
JP2008303490A (en) * 2007-06-07 2008-12-18 Tokyo Seiko Co Ltd Wire rope binding device and method for binding end part of wire rope
CH702713A1 (en) * 2010-02-19 2011-08-31 Speedrunner Gmbh belay line system continues.
ITMI20131622A1 (en) * 2013-10-01 2015-04-02 Si Al S R L CONTAINMENT DEVICE FOR A CABLE OF A LIFE LINE
JP2019065641A (en) * 2017-10-04 2019-04-25 有限会社 創友 Rock fall guard fence
JP7197879B2 (en) 2017-10-04 2022-12-28 有限会社 創友 Falling rock protection fence
WO2021151802A1 (en) * 2020-01-28 2021-08-05 Geobrugg Ag Energy-absorption device, support, cable brake, safety net construction and method
JP7423798B2 (en) 2020-01-28 2024-01-29 ジェオブルッグ・アーゲー Energy absorption device, support, rope brake, protective net structure, and method

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