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JP3619962B2 - Rock fall protection prop - Google Patents
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JP3619962B2 - Rock fall protection prop - Google Patents

Rock fall protection prop Download PDF

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Publication number
JP3619962B2
JP3619962B2 JP2001395459A JP2001395459A JP3619962B2 JP 3619962 B2 JP3619962 B2 JP 3619962B2 JP 2001395459 A JP2001395459 A JP 2001395459A JP 2001395459 A JP2001395459 A JP 2001395459A JP 3619962 B2 JP3619962 B2 JP 3619962B2
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Prior art keywords
holding
rope
column
slope
base
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JP2001395459A
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Japanese (ja)
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JP2002220816A (en
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窪田俊男
吉田博
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株式会社シビル
吉田 博
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Description

【0001】
【産業上の利用分野】
本発明は、斜面を網体で被覆し、斜面からの落石を網体で納め、路面等に転がり出ないようにした落石防護技術に関し、より詳細には落石防護用支柱に関するものである。
【0002】
【従来の技術及び発明が解決しようとする課題】
落石が発生し易い斜面や、基盤岩から剥離し易い落石の危険性がある斜面に対しての落石防護工を施している。特に先般落石防護工の一種として、斜面を覆う網体を、縦横に組み合わせた縦横ロープと金網で形成すると共に、前記の縦横ロープの交叉部分の各横ロープと縦ロープとを一定の挾持力で保持する連結金具で連結し、挾持摩擦力以上の力が加わった際に、ロープの挾持箇所が移動することで緩衝作用を行うようにして、網体自体に弾力性を有せしめ、更に斜面への装着も、適宜な横ロープの端部を、一定以上の張力が加わった場合に横ロープの伸長を行う緩衝部を介して斜面に固着することで、落石の衝撃を吸収する工法を提案した(特開平11−148113号)。
【0003】
ここで、網体を吊り下げる支柱については、支柱の支持ロープに緩衝部材を介設し、支柱自体は、根本部分をヒンジ機構として、支柱の倒伏動作で衝撃吸収を行うようにしたものである。このため、支柱根本部分に直接衝撃を受けた場合即ち支柱倒伏による衝撃吸収ができない場合の対策が講じられていない。そこで本発明は、前記の課題に対する解決手段を備えた新規な落石防護用支柱を提案したものである。
【0004】
【課題を解決するための手段】
本発明は、斜面に略水平に並べて複数本立設した支柱を筒体とし、斜面に形成したベース上に立て、斜面に固着したアンカーに連結してベースから外部に露出させた保持ロープを、前記ベース上に直立する支柱内を通過させ、支柱外に露出させた箇所で、一定以上の張力が加わった場合にロープ保持箇所の移動を行う保持金具を装着したことを特徴としたものである。
【0005】
従って支柱に対して落石衝突した場合には、ロープ保持箇所の移動がなされる。即ち支柱上部に衝突して支柱を倒伏させる衝撃力に対して、ロープ保持箇所の移動で支柱が倒伏するし、また支柱の根元に衝突すると、ロープの保持箇所移動で根元部分が横にずれる。
【0006】
【発明の実施の形態】
次に本発明の実施形態について説明する。実施形態に示した工法に使用する部材は、縦横ロープ1a,1bと、金網2と連結金具3とで構成される網体Aと、ロープ部4と支柱5とで構成され、前記網体Aを吊り下げる支柱部Bと、各部の緩衝連結のための緩衝部材6と、斜面の固定根拠とするロックアンカー7である。
【0007】
網体Aは、縦横ロープ1a,1bを組み合わせ、縦横ロープで形成された升目全体を金網2で覆うと共に、縦横ロープの交叉部分の各横ロープと縦ロープとを連結金具3で連結したものである。
【0008】
連結金具3は、図6乃至8に示すとおり、中間体31と、2個の挾持体32a,32bと、挾持ボルト33と、ナット34から構成される。中間体31は、平面楕円形状の板状部材で、その表裏面に互いに交差する方向に穿設した溝311、312を形成すると共に、前記溝から外れた両側箇所に表裏貫通するボルト孔313を穿設してなる。
【0009】
挾持体32a,32bは、前記中間体31の上下(表裏)に積層するもので、それぞれ前記溝311,312と対面する溝321a,321bを穿設し、且つ前記ボルト孔313と対応するボルト孔322a,322bを形成してなり、特に一方の挾持体32aの外面には、ボルト孔322aと連なる挾持ボルト用の受け凹部323を設けてなる。また挾持ボルト33は、前記凹部323及びボルト孔313,322a,322bと対応するU状ボルトである。
【0010】
そして前記連結金具3は、網体を形成する横ロープ1bや縦ロープ1aの交叉部分を、中間体31と挾持体32a,32bの各対向面に溝311と溝321a並びに溝312と溝321bでそれぞれ挾持するように積層し、積層状態でボルト33をボルト孔313,322a,322bを貫通してナット34を螺合緊締して、交叉部分の各ロープ1a,1bを中間体31と挾持体32a,32bとで挾持し、ロープ交叉部分を連結することで全体をネット状に形成するものである。特にロープ交叉部分を一定の挾持力で挾持するものであるから、挾持摩擦力以上の力が加わった際に、一定の挾持力を保持した状態で、ロープの挾持箇所が移動するようにしてなる。
【0011】
支柱部Bは、ロープ部4と支柱5とで構成され、ロープ部4は、両端をリング状のグリップとしたワイヤーロープ41と、長さの微調整を行うターンバックル42からなる。支柱5は、筒状の柱本体51を平面としてベース52上に起立させるもので、ベース52の斜面側にはアンカーボルト53を埋設し、アンカーボルト53に連結し保持ロープ54を前記柱本体51内に挿通し、柱本体51の頂部にキャップ55を被冠し、キャップ55から露出した保持ロープ54に、前記連結金具3と同様の構造で、一定以上の張力が加わった場合にロープ保持箇所の移動を行う保持金具56を装着して、柱本体51の直立の維持を行ってなる。
【0012】
また緩衝部材6は、図4に例示する通り、2個の挾持本体61a,61bと挾持ボルト62と、ナット63と、フック体64とから構成される。挾持本体61a,61bは、長溝状で一方面に長手方向に且つ板厚方向にウエーブしたロープ挾持溝611を形成し、他方面両端にフック用貫通孔(フック体連結部)612を設けた突部613を突設してなる。更に一方の挾持体61aの外面側には、挾持ボルト62の受け凹部614を設け、他方挾持体61bの長手方向端部には、係止鉤部615を突設してなり、更に両挾持体の前記受け凹部614と対応する短手方向両端部にボルト孔616を穿設してなるものである。
【0013】
挾持ボルト62は、前記受け凹部614及びボルト孔616に対応したU状ボルトである。フック体64は、対面させた挾持本体61a,61bの各フック貫通孔612を貫通する平行な差し込み杆部641と、差し込み杆部641を連結U状部(引っ掛け部)642とを備え、差し込み杆部641の先端に螺子部643を形成し、前記螺子部643に螺合する止着ナット644を備えているものである。
【0014】
この緩衝部材6は、ロープを2個の挾持本体61を対面させたロープ挾持溝611に装着し、挾持ボルト62及びナット63の挾圧でロープを挾持し、フック体64を適宜な箇所と連結して、ロープに一定以上の張力が加わると、ロープを緩衝部金具で一定の挾持力で保持した状態で、当該ロープが伸長するようにしたものである。
【0015】
ロックアンカー7は、岩に打ち込み固定する軸部71と、前記緩衝部材6のフック体64の引っ掛け部642や、ワイヤーロープ41等を連結する連結部72と、連結部72が軸部71から離脱するのを防止する止着ナット73からなる。
【0016】
しかして前記部材をもって斜面aに落石防護工を施工するには、網体Aを張る範囲の上辺に支柱部Bを構築し、更に網体Aの左右辺並びに支柱部Bの上方にロックアンカー7を設置するものである。
【0017】
即ち各所定箇所にロックアンカー7を固定し、且つ所定箇所に支柱5を立て込み、支柱5をロープ部4で支持し、更に網体Aの縦ロープ1aの先端部分を緩衝部材6に連結し(挾持体61a,61bで挾持する)、緩衝部材6を支柱5に連結し、更に横ロープ1bの先端部分は、保護斜面の左右に打設固したロックアンカー7に緩衝部材6を介して連結する。尚ロープ1の各先端には適宜なストッパーを設けておく。
【0018】
また網体Aの下方部分は、斜面側に折り返してポケット部bを形成し、ポケット部bを構成する縦横ロープ1の各先端部分も緩衝部材6を介してロックアンカー7に連結する。
【0019】
而して斜面aに、支柱部Bで上方が大きく開口し、且つ裾部がポケット部bとなった網体Aで覆われることなにる。そこで斜面aにおいて落石cが生じた場合には、落石cは開口部分から網体Aと斜面aの空間dを落下することになり、落下途中で網体Aに衝突したり、網体Aからの反動で斜面aに衝突し、その衝突毎に落石cと衝突対象との間の摩擦力で落下速度が減少し、網体Aの下方のポケット部bに抱持される。
【0020】
特に網体Aの縦横ロープ1a,1bの交叉部分の連結が、連結金具3の挾持力以上の衝撃が加わると交叉連結位置が変更し、更に交差部分に加わる力が縦横ロープ1a,1bの張力として作用すると、各緩衝部材6との連結部分が伸長して衝撃力を吸収し、網体Aを壊すこと無く且つ落石cを飛跳させることなく、空間dを斜面Aに添って落下させ、ポケット部cで抱持することで、路面への落石を無くしたものである。
【0021】
また前記実施形態は特に、支柱部Bの支柱5の構造を、筒状の柱本体51を採用し、前記柱本体51を、ベース52上に立て保持ロープ54を柱本体51内を通過させ、一定以上の張力が加わった場合にロープ保持箇所の移動を行う保持金具56を装着したものであるから、図11に例示するとおり、柱本体51に落石cが衝突した場合、衝突箇所が柱本体51上部であれば、保持金具56の保持ロープ保持箇所の移動して支柱が倒伏して衝撃力を吸収し、更に柱本体51の根元部分に衝突すると、柱本体51のべース52上の立ち位置が移動して衝撃力を吸収する。
【0022】
尚本発明の前記実施形態では、保持ロープ及び網体の斜面取り付けに、打設方式のロックアンカーを採用したが、保持ロープ並びに緩衝部材が斜面に固定されるのであれは、どのような方式を採用しても良い。
【0023】
【発明の効果】
以上のように本発明は、支柱部の支柱の構造を、筒状の柱本体を採用し、前記柱本体を、ベース上に立て保持ロープを柱本体内を通過させ、一定以上の張力が加わった場合にロープ保持箇所の移動を行う保持金具を装着したものであるから、柱本体に落石が衝突した場合、衝突箇所が柱本体上部であれば、保持金具の保持ロープ保持箇所の移動して支柱が倒伏して衝撃力を吸収し、更に柱本体の根元部分に衝突すると、柱本体のべース上の立ち位置が移動して衝撃力を吸収するものである。
【図面の簡単な説明】
【図1】本発明の実施形態の網体の全体正面図。
【図2】同側面図。
【図3】同支柱部の説明図。
【図4】同緩衝部材の分解斜視図。
【図5】同緩衝部材の使用状態の説明図。
【図6】同連結金具の分解斜視図。
【図7】同交叉部金具の使用状態説明図(平面図)。
【図8】同交叉部金具の使用状態説明図(正面図)。
【図9】同落石発生時の網体挙動の説明図(落下当初)。
【図10】同落石発生時の網体挙動の説明図(落下終了)。
【図11】同落石発生時の支柱挙動の説明図。
【符号の説明】
1a 縦ロープ
1b 横ロープ
2 金網
3 連結金具
31 中間体
32 挾持体
33 挾持ボルト
34 ナット
4 ロープ部
41 ワイヤーロープ
42 ターンバックル
5 支柱
51 柱本体
52 ベース
53 アンカーボルト
54 保持ロープ
55 キャップ
56 保持金具
6 緩衝部材
61 挾持本体
62 挾持ボルト
63 ナット
64 フック体
7 ロックアンカー
[0001]
[Industrial application fields]
The present invention relates to a rock fall protection technique in which a slope is covered with a net and rock fall from the slope is accommodated in the net so as not to roll onto a road surface, and more particularly to a rock fall protection column.
[0002]
[Prior art and problems to be solved by the invention]
Rock fall protection work is applied to slopes where rockfalls are likely to occur and slopes where rock fall is likely to peel off from the basement rock. In particular, as a kind of fall rock protection work, a mesh body covering the slope is formed with vertical and horizontal ropes combined with vertical and horizontal wires and wire mesh, and each horizontal rope and vertical rope at the intersection of the vertical and horizontal ropes with a certain holding force. When connected with holding metal fittings, when a force greater than the holding frictional force is applied, the holding part of the rope moves to provide a buffering action, making the net itself elastic, and further to the slope As for the installation of, we proposed a construction method that absorbs the impact of falling rocks by fixing the end of the appropriate lateral rope to the slope through a buffer part that stretches the lateral rope when a certain level of tension is applied (Japanese Patent Laid-Open No. 11-148113).
[0003]
Here, with respect to the support for suspending the net body, a buffer member is provided on the support rope of the support, and the support itself is configured to absorb the shock by the support operation of the support with the base portion as a hinge mechanism. . For this reason, no countermeasure is taken when the base is directly impacted, that is, when the shock cannot be absorbed due to the support lying down. Therefore, the present invention proposes a novel rock fall protection column provided with a solution to the above problem.
[0004]
[Means for Solving the Problems]
The present invention is a cylindrical structure of a plurality of support columns arranged substantially horizontally on a slope, standing on a base formed on the slope, connected to an anchor fixed to the slope, and the holding rope exposed to the outside from the base, It is characterized in that a holding metal fitting that moves the rope holding portion when a tension of a certain level or more is applied at a portion that is passed through an upright column on the base and exposed to the outside of the column is characterized.
[0005]
Therefore, when a falling rock collides with the support, the rope holding portion is moved. That is, against the impact force that collides with the upper part of the support and causes the support to fall, the support falls by moving the rope holding part, and when it collides with the base of the support, the root part shifts to the side by moving the holding part of the rope.
[0006]
DETAILED DESCRIPTION OF THE INVENTION
Next, an embodiment of the present invention will be described. The member used for the construction method shown in the embodiment is composed of a vertical and horizontal ropes 1a and 1b, a mesh body A composed of a wire mesh 2 and a connecting bracket 3, a rope portion 4 and a support column 5, and the mesh body A These are a support column B for suspending the suspension, a buffer member 6 for buffer connection of each part, and a lock anchor 7 as a basis for fixing the slope.
[0007]
The mesh body A is a combination of the vertical and horizontal ropes 1a and 1b, the entire mesh formed of the vertical and horizontal ropes is covered with the wire mesh 2, and the horizontal ropes and the vertical ropes at the intersection of the vertical and horizontal ropes are connected by the connecting metal fittings 3. is there.
[0008]
As shown in FIGS. 6 to 8, the connecting fitting 3 includes an intermediate body 31, two holding bodies 32 a and 32 b, a holding bolt 33, and a nut 34. The intermediate body 31 is a plate-like member having an elliptical shape. The intermediate body 31 has grooves 311 and 312 drilled in directions intersecting each other on the front and back surfaces thereof, and bolt holes 313 penetrating the front and back are formed at both side portions removed from the groove. Perforated.
[0009]
The holding bodies 32a and 32b are stacked on the upper and lower sides (front and back) of the intermediate body 31, and are respectively formed with grooves 321a and 321b facing the grooves 311 and 312 and bolt holes corresponding to the bolt holes 313. 322a and 322b are formed, and in particular, a holding recess 323 for holding bolts connected to the bolt hole 322a is provided on the outer surface of one holding body 32a. The holding bolt 33 is a U-shaped bolt corresponding to the concave portion 323 and the bolt holes 313, 322a, and 322b.
[0010]
The connecting fitting 3 is formed by connecting the crossing portions of the horizontal rope 1b and the vertical rope 1a forming a net body with grooves 311 and 321a and grooves 311 and 321b on the opposing surfaces of the intermediate body 31 and the holding bodies 32a and 32b. In the laminated state, the bolts 33 are passed through the bolt holes 313, 322a and 322b and the nuts 34 are screwed and tightened, and the ropes 1a and 1b at the crossing portions are connected to the intermediate body 31 and the holding body 32a. , 32b and connecting the rope crossing portions to form the whole in a net shape. In particular, since the rope crossing part is held with a constant holding force, when a force greater than the holding frictional force is applied, the holding part of the rope moves while maintaining a constant holding force. .
[0011]
The support column B is composed of a rope unit 4 and a support column 5, and the rope unit 4 includes a wire rope 41 having both ends of a ring-shaped grip and a turnbuckle 42 for fine adjustment of the length. The column 5 stands up on the base 52 with the cylindrical column main body 51 as a plane, and anchor bolts 53 are embedded on the slope side of the base 52 and connected to the anchor bolts 53 to connect the holding ropes 54 to the column main bodies 51. The cap 55 is crowned on the top of the column main body 51, and the holding rope 54 exposed from the cap 55 has the same structure as that of the connection fitting 3 and a rope holding portion when a certain level of tension is applied. The holding | maintenance metal fitting 56 which performs this movement is mounted | worn, and the column main body 51 is maintained upright.
[0012]
Further, as illustrated in FIG. 4, the buffer member 6 includes two gripping main bodies 61 a and 61 b, a gripping bolt 62, a nut 63, and a hook body 64. The holding main bodies 61a and 61b have a long groove shape and are formed with rope holding grooves 611 that are waved in the longitudinal direction and the plate thickness direction on one surface, and hook through holes (hook body connecting portions) 612 provided on both ends of the other surface. A part 613 is provided so as to protrude. Further, a receiving recess 614 of the holding bolt 62 is provided on the outer surface side of one holding body 61a, and a locking hook portion 615 is projected from the longitudinal end of the other holding body 61b. Bolt holes 616 are formed at both lateral ends corresponding to the receiving recesses 614.
[0013]
The holding bolt 62 is a U-shaped bolt corresponding to the receiving recess 614 and the bolt hole 616. The hook body 64 includes parallel insertion hook portions 641 that pass through the hook through holes 612 of the gripping main bodies 61a and 61b that face each other, and a connection U-shaped portion (hanging portion) 642 that connects the insertion hook portion 641. A screw part 643 is formed at the tip of the part 641, and a fastening nut 644 that is screwed into the screw part 643 is provided.
[0014]
In this buffer member 6, a rope is mounted in a rope holding groove 611 facing two holding main bodies 61, the rope is held by the holding bolt 62 and the nut 63, and the hook body 64 is connected to an appropriate portion. When a certain tension or more is applied to the rope, the rope is stretched in a state where the rope is held by the buffer metal fitting with a certain holding force.
[0015]
The lock anchor 7 includes a shaft portion 71 that is driven into and fixed to a rock, a hook portion 642 of the hook body 64 of the buffer member 6, a connecting portion 72 that connects the wire rope 41, and the connecting portion 72 is detached from the shaft portion 71. It consists of a fastening nut 73 that prevents this.
[0016]
Thus, in order to construct a rock fall protection work on the slope a with the above-described members, the support column B is constructed on the upper side of the range where the mesh body A is stretched, and the lock anchor 7 is placed on the left and right sides of the mesh body A and above the support column B. Is to be installed.
[0017]
That is, the lock anchor 7 is fixed to each predetermined location, and the support 5 is stood up at the specified location, the support 5 is supported by the rope portion 4, and the tip end portion of the vertical rope 1 a of the net A is connected to the buffer member 6. (Holded by the holding bodies 61a and 61b), the buffer member 6 is connected to the support column 5, and the distal end portion of the horizontal rope 1b is connected to the lock anchor 7 that is driven and fixed to the left and right of the protective slope via the buffer member 6. To do. An appropriate stopper is provided at each end of the rope 1.
[0018]
Further, the lower portion of the mesh body A is folded back to the inclined surface side to form a pocket portion b, and each tip portion of the vertical and horizontal ropes 1 constituting the pocket portion b is also connected to the lock anchor 7 via the buffer member 6.
[0019]
Thus, the slope a is covered with the net A having a large opening at the support column B and a skirt at the pocket b. Therefore, when the falling rock c occurs on the slope a, the falling rock c falls from the opening to the mesh body A and the space d of the slope a, and collides with the mesh body A during the fall or from the mesh body A. , The falling speed is reduced by the frictional force between the falling rock c and the collision target, and is held in the pocket portion b below the net A.
[0020]
In particular, the connection of the crossing portions of the vertical and horizontal ropes 1a and 1b of the mesh body A changes the cross connection position when an impact greater than the holding force of the connecting fitting 3 is applied, and the force applied to the crossing portion further increases the tension of the vertical and horizontal ropes 1a and 1b. As a result, the connecting portion with each buffer member 6 expands to absorb the impact force, and the space d is dropped along the slope A without breaking the mesh body A and without falling rock c, By holding in the pocket part c, the falling rock on the road surface is eliminated.
[0021]
Further, in particular, the embodiment employs a cylindrical column main body 51 as the structure of the column 5 of the column B, and stands the column main body 51 on a base 52 and passes a holding rope 54 through the column main body 51. Since the holding metal fitting 56 that moves the rope holding portion when a tension exceeding a certain level is applied, as shown in FIG. 11, when the falling rock c collides with the column main body 51, the collision portion becomes the column main body. If it is 51 upper part, if the holding rope holding | maintenance part of the holding | maintenance metal fitting 56 moves, a support | pillar will fall down and will absorb an impact force, and if it collides with the base part of the column main body 51 further, on the base 52 of the column main body 51 The standing position moves to absorb the impact force.
[0022]
In the above embodiment of the present invention, the lock anchor of the driving method is adopted for attaching the holding rope and the slope of the net body. However, any method can be used as long as the holding rope and the buffer member are fixed to the slope. It may be adopted.
[0023]
【The invention's effect】
As described above, the present invention adopts a cylindrical column main body as the structure of the column of the column part, and stands the column main body on the base, passes the holding rope through the column main body, and applies a certain level of tension. If the falling rock collides with the pillar body, if the collision part is the upper part of the pillar body, the holding rope holding part of the holding bracket will move. When the column falls down and absorbs the impact force, and further collides with the base part of the column body, the standing position on the base of the column body moves to absorb the impact force.
[Brief description of the drawings]
FIG. 1 is an overall front view of a net body according to an embodiment of the present invention.
FIG. 2 is a side view of the same.
FIG. 3 is an explanatory diagram of the column portion.
FIG. 4 is an exploded perspective view of the buffer member.
FIG. 5 is an explanatory diagram of a use state of the buffer member.
FIG. 6 is an exploded perspective view of the connection fitting.
FIG. 7 is an explanatory diagram (plan view) of a usage state of the cross fitting.
FIG. 8 is an explanatory diagram of the use state of the cross fitting (front view).
FIG. 9 is an explanatory diagram of the behavior of the net body when the fall rocks occur (at the beginning of the fall).
FIG. 10 is an explanatory diagram of the behavior of a net body when the falling rock is generated (end of dropping).
FIG. 11 is an explanatory view of the column behavior when the falling rock occurs.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1a Vertical rope 1b Horizontal rope 2 Wire mesh 3 Connecting metal 31 Intermediate body 32 Holding body 33 Holding bolt 34 Nut 4 Rope part 41 Wire rope 42 Turnbuckle 5 Column 51 Column body 52 Base 53 Anchor bolt 54 Holding rope 55 Cap 56 Holding metal 6 Buffer member 61 Holding body 62 Holding bolt 63 Nut 64 Hook body 7 Lock anchor

Claims (1)

斜面に略水平に並べて複数本立設した支柱を筒体とし、斜面に形成したベース上に立て、斜面に固着したアンカーに連結してベースから外部に露出させた保持ロープを、前記ベース上に直立する支柱内を通過させ、支柱外に露出させた箇所で、一定以上の張力が加わった場合にロープ保持箇所の移動を行う保持金具を装着したことを特徴とする、
落石防護用支柱。
Standing on the base formed on the slope, a plurality of pillars that are arranged substantially horizontally on the slope, stand upright on the base, and the holding rope that is connected to the anchor fixed to the slope and exposed to the outside stands upright on the base It is characterized in that it is fitted with a holding bracket that moves the rope holding part when a tension of a certain level or more is applied at a place where it passes through the supporting pillar and is exposed outside the supporting pillar.
Falling rock protection prop.
JP2001395459A 2001-12-26 2001-12-26 Rock fall protection prop Expired - Fee Related JP3619962B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2001395459A JP3619962B2 (en) 2001-12-26 2001-12-26 Rock fall protection prop

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2001395459A JP3619962B2 (en) 2001-12-26 2001-12-26 Rock fall protection prop

Related Parent Applications (1)

Application Number Title Priority Date Filing Date
JP28512699A Division JP3289238B2 (en) 1999-10-06 1999-10-06 Pocket type cover net fall prevention method

Publications (2)

Publication Number Publication Date
JP2002220816A JP2002220816A (en) 2002-08-09
JP3619962B2 true JP3619962B2 (en) 2005-02-16

Family

ID=19189002

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2001395459A Expired - Fee Related JP3619962B2 (en) 2001-12-26 2001-12-26 Rock fall protection prop

Country Status (1)

Country Link
JP (1) JP3619962B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8857795B2 (en) 2012-07-17 2014-10-14 Protec Engineering, Inc. Tiltable support post structure

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4188998B2 (en) * 2006-12-27 2008-12-03 株式会社プロテックエンジニアリング Shock absorbing fence
JP5420509B2 (en) * 2010-09-30 2014-02-19 株式会社オオハシ Falling rock prevention device and manufacturing method thereof

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8857795B2 (en) 2012-07-17 2014-10-14 Protec Engineering, Inc. Tiltable support post structure

Also Published As

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