JP2008019673A - Falling-rock protective fence and falling-rock protective net - Google Patents

Falling-rock protective fence and falling-rock protective net Download PDF

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Publication number
JP2008019673A
JP2008019673A JP2006194123A JP2006194123A JP2008019673A JP 2008019673 A JP2008019673 A JP 2008019673A JP 2006194123 A JP2006194123 A JP 2006194123A JP 2006194123 A JP2006194123 A JP 2006194123A JP 2008019673 A JP2008019673 A JP 2008019673A
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Prior art keywords
falling
rock
net
fall protection
rock fall
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JP2006194123A
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Japanese (ja)
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Mitsuru Toubo
充 当房
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KASUTANI FISHING NET Manufacturing CO LT
KASUTANI FISHING NET Manufacturing CO Ltd
KOTEGAWA KK
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KASUTANI FISHING NET Manufacturing CO LT
KASUTANI FISHING NET Manufacturing CO Ltd
KOTEGAWA KK
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Priority to JP2006194123A priority Critical patent/JP2008019673A/en
Publication of JP2008019673A publication Critical patent/JP2008019673A/en
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a falling-rock protective fence and a falling-rock protective net which are safe and low in labor consumption to improve construction efficiency, is highly resistant against rusting and corrosion to substantially reduce life cycle costs, and enables the recycling of a net. <P>SOLUTION: A plurality of posts 2 are vertically installed at the foot of a slope 1 that is close to a road, etc. , and has a risk of a falling rock S. A plurality of nets 4 made of polyester monofilaments are stacked via a plurality of horizontal reinforcements 3 disposed between the posts 2, and stretched into a wall-shaped structure to construct the falling-rock protective fence. <P>COPYRIGHT: (C)2008,JPO&INPIT

Description

本発明は、落石防護柵及び落石防護網に関し、特に道路等に近接して落石の恐れがある斜面等に構築して好適な落石防護柵及び落石防護網の構造に関するものである。   The present invention relates to a rockfall protection fence and a rockfall protection net, and more particularly, to a structure of a rockfall protection fence and a rockfall protection net that is suitable for construction on a slope or the like that is prone to rockfall in the vicinity of a road or the like.

従来から切土斜面の表層土砂が雨等の自然現象によって流出したり、落石や雪崩等によって斜面が崩壊することを防止するため、種々の斜面安定工法が採用されている。特に道路等に近接して落石の恐れがある斜面部に吊りロープ等により防護柵や防護網等を取付け、落石や雪崩を受け止めて防護する手段が一般に講じられている。   Conventionally, various slope stabilization methods have been adopted in order to prevent the surface soil on the cut slope from flowing out due to natural phenomena such as rain, or the slope from collapsing due to falling rocks or avalanches. In particular, a means for protecting by receiving a fallen rock or an avalanche by attaching a protective fence or a protective net by a hanging rope or the like to a slope where there is a risk of falling rocks near a road or the like is generally taken.

従来の落石防護網は、柵式とポケット式と覆式とに大別される。覆式の落石防護ネットは、広い面積の金網に多数の縦ロープと複数の横ロープを相互間隔をおいて組み込み、各縦ロープと横ロープの端部を斜面にアンカー止めして、このロープ付き金網を斜面になじむように敷設することによって、浮石等を支持して跳石や落石を防止する構造である。一方、ポケット式の落石防護ネットは、沢状部の両側に3メートル〜4メートルの間隔毎に多数のポケット形成用の支柱を上下方向傾動可能に建て込み、各支柱の上部にそれぞれ縦ロープを連結して垂下し、両端がアンカーにより支持された複数の横ロープを斜面に一定の上下間隔で配置して、この縦横ロープに金網を張設して防護網とし、吊りロープで緩衝して支持された支柱で防護網の上部を支柱の高さに吊持して、各支柱によりロープ付き金網をカーテン状に垂設し、ロープ付き金網の全幅に開口されたポケット部を形成し、落石等を収納することにより落石エネルギーを緩衝して吸収する構造になっている。   Conventional rockfall protection nets are roughly classified into a fence type, a pocket type and a cover type. An overturning rockfall protection net is built in a large area of wire mesh with a number of vertical ropes and multiple horizontal ropes spaced apart from each other, with the ends of each vertical rope and horizontal rope anchored to the slope. By laying the wire mesh so as to fit the slope, it is a structure that supports rocks and prevents rocks and falling rocks. On the other hand, the pocket-type rockfall protection net is built with a large number of pocket-forming struts on both sides of the swaths at intervals of 3 to 4 meters so that it can be tilted in the vertical direction. A plurality of horizontal ropes that are connected and drooped and supported at both ends by anchors are arranged on the slope at regular vertical intervals, a wire mesh is stretched over the vertical and horizontal ropes as a protective net, and buffered by a suspension rope The upper part of the protective mesh is suspended at the height of the support with the supported support, and a wire mesh with a rope is suspended in a curtain shape by each support, forming a pocket that opens to the full width of the wire mesh with the rope, falling rocks, etc. It has a structure that absorbs and absorbs rockfall energy.

そして、例えば特許文献1には、金網に多数の縦・横補強ロープとともに左・右縦ロープと上端部横ロープ及び複数の下半部横ロープを組み込み補強して、沢状部等の両側斜面に設けたアンカーに左右の支柱をヒンジ連結して沢状部等の上下方向の傾動を可能に建て込み、両側斜面にアンカーした吊ロープ及びサイドロープの端部を各支柱の上部に連結して支保し、左・右縦ロープの上端部を各支柱の上部に連結するとともに、両側斜面に両端部をアンカーした上端部横ロープを各支柱の上部でスライド可能に支持し、各下半部横ロープの各両端部を両側斜面にアンカーして、金網の上半部分を落石エネルギーを緩衝して吸収するポケット部に構成し、金網の下半部分を沢状部等の地上に敷設して落石等を受け止める敷設部に構成して構築するようにした落石防護ネットの工法が記載されている。   For example, in Patent Document 1, left and right vertical ropes, upper end horizontal ropes, and a plurality of lower half horizontal ropes are incorporated and reinforced together with a number of vertical and horizontal reinforcing ropes, and both side slopes such as swaths are provided. The left and right struts are hinged to the anchors installed on the anchors so that the ridges can be tilted in the vertical direction, and the ends of the hanging ropes and side ropes anchored to the slopes on both sides are connected to the top of each strut. The upper end of the left and right vertical ropes are connected to the upper part of each support, and the upper end lateral rope anchored at both ends to the slopes on both sides is slidably supported on the upper part of each support, Each end of the rope is anchored to the slopes on both sides, and the upper half of the wire mesh is configured as a pocket that absorbs and absorbs rockfall energy, and the lower half of the wire mesh is laid on the ground, such as a swath, to make a rockfall Construct and construct in the laying part that catches Method of rockfall protection net you as have been described.

特許第2916633号公報Japanese Patent No. 2916633

しかしながら、一般的に防護ネットは金属製で重量があり、これを斜面へ運搬して張り巡らせるのは、危険が伴うとともに作業が極めて困難であり施工性が悪い。また、亜鉛メッキを施し耐久性を向上させてはいるが、錆や腐食には弱く、海岸地帯や火山地帯、工業地帯では頻繁に更新が必要とされライフサイクルコストが嵩む。   However, in general, the protective net is made of metal and has a heavy weight. It is dangerous and work is very difficult to carry and stretch the protective net to the slope, and the workability is poor. Moreover, although galvanization is performed and durability is improved, it is weak against rust and corrosion, and renewal is frequently required in coastal areas, volcanic areas, and industrial areas, increasing the life cycle cost.

上記課題を解決するため、本発明の落石防護柵及び落石防護網は、網体を複数枚積層してなることを第1の特徴とする。また、網体を段落し状に積層してなることを第2の特徴とする。さらに、網の端縁部同士を突き合わせて連結したことを第3の特徴とする。   In order to solve the above-mentioned problems, the first feature of the falling rock protection fence and falling rock protection net of the present invention is that a plurality of nets are laminated. Further, the second feature is that the net body is divided into layers. Furthermore, the third feature is that the edge portions of the mesh are connected to each other.

さらにまた、本発明で使用する網体は、下記の特性を有するポリエステルモノフィラメントを素材とし、撚り合わせ部分に溶着または接着を伴うことなく織成してなる多角形の網目を有する合成樹脂製網状体であることが好ましい。
極限粘度=0.6以上 線径=1.5〜4.5mm 強度伸度積=750〜3000kg/mm・% 摩耗耐久性=5000回/mm以上。
Furthermore, the network used in the present invention is a synthetic resin network having a polygonal network made of a polyester monofilament having the following characteristics and woven without welding or adhesion to the twisted portion. It is preferable.
Intrinsic viscosity = 0.6 or more Wire diameter = 1.5 to 4.5 mm Strength elongation product = 750 to 3000 kg / mm 2 % Abrasion durability = 5000 times / mm 2 or more.

本発明によれば、安全で、労力を軽減でき施工性が良好になるばかりでなく、錆や腐食に強くライフサイクルコストを大幅に削減できる。また、網自体のリサイクルも可能である。   According to the present invention, not only is it safe and labor can be reduced and workability is improved, but also the life cycle cost can be greatly reduced because it is resistant to rust and corrosion. In addition, the net itself can be recycled.

以下、図面に基づいて本発明にかかる落石防護柵及び落石防護網の実施形態を説明する。図1は本発明に係る落石防護柵の構造を模式的に示す側面図、図2は本発明に係るポケット式落石防護網の構造を模式的に示す側面図、図3は本発明に係る覆式落石防護網の構造を模式的に示す側面図、図4及び図5は網体の連結方法を模式的に示す要部正面図である。   Hereinafter, embodiments of a rock fall protection fence and a rock fall protection net according to the present invention will be described based on the drawings. FIG. 1 is a side view schematically showing the structure of a rockfall protection fence according to the present invention, FIG. 2 is a side view schematically showing the structure of a pocket type rockfall protection net according to the present invention, and FIG. 3 is a cover according to the present invention. FIG. 4 and FIG. 5 are main part front views schematically showing a method of connecting the nets, schematically showing the structure of the rockfall protection net.

図中、1は例えば、道路等に近接して落石Sのおそれがある斜面である。この斜面1の麓には複数の支柱2が垂設されており、これらの支柱2間に横架された複数の横筋3を介してポリエステルモノフィラメントを素材とした網体4を複数枚積層し、壁面状に張設されて落石防護柵が構築されている。   In the figure, reference numeral 1 denotes, for example, a slope where there is a risk of falling rock S near a road or the like. A plurality of struts 2 are suspended from the ridges of the slope 1, and a plurality of nets 4 made of polyester monofilament are laminated through a plurality of horizontal bars 3 laid between the struts 2, A rock fall protection fence is constructed by stretching the wall.

また、図2及び図3に示すように、斜面1に突設されると共に、牽引ロープ6とアンカー7により固定支持された複数のポール5間で斜面1の幅方向に取付けられた懸吊ロープ8に網体4がカーテン状に張設されたポケット式落石防護網や覆式落石防護網では、落石S等が集中しやすい個所の網体4の積層枚数を変えて強度を高めることが可能である。すなわち、段落し状に網体4を積層して施工する。ここで、段落し状とは、複数の網体4を異なる長さに積層して強度を段階的に変化させて施工する方法を言う。   As shown in FIGS. 2 and 3, a suspension rope that protrudes from the slope 1 and is attached in the width direction of the slope 1 between a plurality of poles 5 fixedly supported by the traction rope 6 and the anchor 7. In the pocket type rock fall protection net and the cover type rock fall protection net, in which the net body 4 is stretched in a curtain shape, it is possible to increase the strength by changing the number of layers of the net body 4 where rock fall S and the like are likely to concentrate. It is. In other words, the net body 4 is laminated and constructed in a paragraph shape. Here, the term “paragraph” refers to a method in which a plurality of nets 4 are stacked to have different lengths and the strength is changed stepwise.

尚、網体4同士の連結は、網体4の端縁部同士を突き合わせて連結されている。すなわち、図4又は図5に示すように、連結部分をコイル線9や鋼線10を用いて縫うように可動式又は固定式にする。これにより、従来は重ね合わせて連結されていた網体4の重なり分だけ材料を10%〜20%削減でき網体4の節約ができる。   In addition, the connection of the net bodies 4 is connected by abutting the edge portions of the net bodies 4 together. That is, as shown in FIG. 4 or 5, the connecting portion is made movable or fixed so as to be sewn using the coil wire 9 or the steel wire 10. As a result, the material can be reduced by 10% to 20% by the overlapping amount of the mesh body 4 that has been overlapped and connected in the past, and the mesh body 4 can be saved.

ここで、網体4は、下記の特性を有するポリエステルモノフィラメントを素材とし、撚り合わせ部分に溶着または接着を伴うことなく織成してなる多角形の網目を有する合成樹脂製網状体であることが望ましい。
極限粘度=0.6以上 線径=1.5〜4.5mm 強度伸度積=750〜3000kg/mm・% 摩耗耐久性=5000回/mm以上。
Here, it is desirable that the mesh body 4 is a synthetic resin mesh body having a polygonal mesh formed of a polyester monofilament having the following characteristics as a raw material and woven without welding or adhesion to the twisted portion.
Intrinsic viscosity = 0.6 or more Wire diameter = 1.5 to 4.5 mm Strength elongation product = 750 to 3000 kg / mm 2 % Abrasion durability = 5000 times / mm 2 or more.

本発明に係る落石防護柵の構造を模式的に示す側面図である。It is a side view which shows typically the structure of the rock fall protection fence which concerns on this invention. 本発明に係るポケット式落石防護網の構造を模式的に示す側面図である。It is a side view which shows typically the structure of the pocket type rock fall protection net | network concerning this invention. 本発明に係る覆式落石防護網の構造を模式的に示す側面図である。It is a side view which shows typically the structure of the cover type rock fall protection net | network concerning this invention. 網体の連結方法を模式的に示す要部正面図である。It is a principal part front view which shows the connection method of a net body typically. 網体の連結方法を模式的に示す要部正面図である。It is a principal part front view which shows the connection method of a net body typically.

符号の説明Explanation of symbols

1 斜面
2 支柱
3 横筋
4 網体
5 ポール
6 牽引ロープ
7 アンカー
8 懸吊ロープ
9 コイル線
10 鋼線
S 落石
DESCRIPTION OF SYMBOLS 1 Slope 2 Strut 3 Transverse 4 Net 5 Pole 6 Tow rope 7 Anchor 8 Suspension rope 9 Coil wire 10 Steel wire S Falling stone

Claims (4)

ポリエステルモノフィラメントを素材とした網体を複数枚積層してなることを特徴とする落石防護柵及び落石防護網。 A rock fall protection fence and a rock fall protection net characterized by laminating a plurality of nets made of polyester monofilament. 網体を段落し状に積層してなることを特徴とする請求項1記載の落石防護柵及び落石防護網。 The rock fall protection fence and the rock fall protection net according to claim 1, wherein the net body is laminated in a paragraph shape. 網体の端縁部同士を突き合わせて連結したことを特徴とする請求項1又は請求項2記載の落石防護柵及び落石防護網。 The falling rock protection fence and falling rock protection net according to claim 1 or 2, wherein the edge portions of the mesh body are butted and connected to each other. 網体が、下記の特性を有するポリエステルモノフィラメントを素材とし、撚り合わせ部分に溶着または接着を伴うことなく織成してなる多角形の網目を有する合成樹脂製網状体であることを特徴とする請求項1乃至請求項3のいずれかに記載の落石防護柵及び落石防護網。
極限粘度=0.6以上 線径=1.5〜4.5mm 強度伸度積=750〜3000kg/mm・% 摩耗耐久性=5000回/mm以上。
The net body is a synthetic resin net body having a polygonal mesh made of a polyester monofilament having the following characteristics and woven without welding or adhesion to a twisted portion. The rock fall protection fence and the rock fall protection net according to claim 3.
Intrinsic viscosity = 0.6 or more Wire diameter = 1.5 to 4.5 mm Strength elongation product = 750 to 3000 kg / mm 2 % Abrasion durability = 5000 times / mm 2 or more.
JP2006194123A 2006-07-14 2006-07-14 Falling-rock protective fence and falling-rock protective net Pending JP2008019673A (en)

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Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013204237A (en) * 2012-03-27 2013-10-07 Yuzo Sakamoto Debris fall protection net work
JP2013253463A (en) * 2011-10-28 2013-12-19 Fukasawa Komusho:Kk Protective net, construction method of the same, and method of absorbing kinetic energy of fall
JP2013256845A (en) * 2012-06-14 2013-12-26 Tokyo Seiko Co Ltd Protective device against falling object, and method for reinforcing the same
CN108426499A (en) * 2018-04-25 2018-08-21 扬州大学 A kind of slope blasting Rolling Stone slows down blocking protective device and its method
CN115323947A (en) * 2022-07-27 2022-11-11 中铁二院工程集团有限责任公司 Linkage type large-energy-level stone blocking structure and construction method thereof
CN115354594A (en) * 2022-07-27 2022-11-18 中铁二院工程集团有限责任公司 Steep slope stone blocking structure and construction method thereof

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013253463A (en) * 2011-10-28 2013-12-19 Fukasawa Komusho:Kk Protective net, construction method of the same, and method of absorbing kinetic energy of fall
JP2013204237A (en) * 2012-03-27 2013-10-07 Yuzo Sakamoto Debris fall protection net work
JP2013256845A (en) * 2012-06-14 2013-12-26 Tokyo Seiko Co Ltd Protective device against falling object, and method for reinforcing the same
CN108426499A (en) * 2018-04-25 2018-08-21 扬州大学 A kind of slope blasting Rolling Stone slows down blocking protective device and its method
CN108426499B (en) * 2018-04-25 2024-01-19 扬州大学 Slope blasting rolling stone deceleration blocking protection device and method thereof
CN115323947A (en) * 2022-07-27 2022-11-11 中铁二院工程集团有限责任公司 Linkage type large-energy-level stone blocking structure and construction method thereof
CN115354594A (en) * 2022-07-27 2022-11-18 中铁二院工程集团有限责任公司 Steep slope stone blocking structure and construction method thereof
CN115354594B (en) * 2022-07-27 2023-06-16 中铁二院工程集团有限责任公司 Steep slope stone blocking structure and construction method thereof

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