JP4185877B2 - Rock fall prevention wall - Google Patents

Rock fall prevention wall Download PDF

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JP4185877B2
JP4185877B2 JP2004102242A JP2004102242A JP4185877B2 JP 4185877 B2 JP4185877 B2 JP 4185877B2 JP 2004102242 A JP2004102242 A JP 2004102242A JP 2004102242 A JP2004102242 A JP 2004102242A JP 4185877 B2 JP4185877 B2 JP 4185877B2
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prevention wall
fall prevention
hollow columnar
rock fall
wire mesh
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JP2005282317A (en
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雅敬 木下
雅一 杉本
康嗣 吉村
直人 岩佐
勝也 石田
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Nippon Steel Corp
Nippon Steel Metal Products Co Ltd
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Nippon Steel Corp
Nipponn Steel and Sumikin Metal Products Co Ltd
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Description

本発明は、山岳部や急斜面における道路や鉄道、建物等を落石から防止するための落石防止壁に関する。   The present invention relates to a rock fall prevention wall for preventing roads, railways, buildings, and the like in mountainous areas and steep slopes from falling rocks.

従来、落石防止壁に、直接落石が当ることによる損傷を防ぐと共に、緩衝作用を有する落石防止壁に使用される衝撃を吸収する緩衝材としては、(1)特開平8−68016号公報または実公平6−26566号公報に示されているように、砂(サンドクッション)を使用したり、(2)特開平9−88015号公報または特許2645481号明細書に記載されているように、発泡合成樹脂材を使用したり、(3)特開2000−144644号公報に記載されているように、砂、発泡材や砂との混合複合材を使用したり、(4)実開平6−74611号公報に記載されているように古タイヤを使用したり、(5)特許2645481号明細書に記載されているように、ゴム材や樹脂を中実または中空断面にブロック化した緩衝材を使用したり、(6)特開平9−242025号公報に記載されるように、ショック吸収材を充填したクッション材を使用していた。また、(7)特開2003−221810号公報には、木材チップを用いた緩衝材が記載されている。また、(8)特開2003−55933号公報には、形鋼および金網から構成される枠体に木材を充填したユニットブロックを用いる方法も開示されている。
特開平8−68016号公報 実公平6−26566号公報 特開平9−88015号公報 特許2645481号明細書 特開2000−144644号公報 実開平6−74611号公報 特許2645481号明細書 特開平9−242025号公報 特開2003−221810号公報 特開2003−55933号公報 特開2001−336048号公報
Conventionally, as a cushioning material that prevents damage caused by falling stones directly against a rockfall prevention wall and absorbs an impact used for the rockfall prevention wall having a buffering action, (1) JP-A-8-68016 or Sand (sand cushion) is used as disclosed in Japanese Patent Publication No. 6-26566, or (2) foam synthesis as described in Japanese Patent Application Laid-Open No. 9-88015 or Japanese Patent No. 26455481. Use a resin material, or (3) use a composite material of sand, foam , or sand as described in JP-A-2000-144644, or (4) Japanese Utility Model Publication No. 6-74611. Use old tires as described in the official gazette, or (5) use cushioning materials in which rubber or resin is blocked in a solid or hollow cross section as described in Japanese Patent No. 2654811. Ri, have used (6) as described in JP-A-9-242025, cushion material filled with shock-absorbing material. Further, (7) Japanese Patent Application Laid-Open No. 2003-221810 describes a cushioning material using wood chips. Further, (8) Japanese Patent Application Laid-Open No. 2003-55933 also discloses a method of using a unit block in which wood is filled in a frame made of a shape steel and a wire mesh.
JP-A-8-68016 Japanese Utility Model Publication No. 6-26566 JP-A-9-88015 Japanese Patent No. 2645481 JP 2000-144644 A Japanese Utility Model Publication No. 6-74611 Japanese Patent No. 2645481 Japanese Patent Laid-Open No. 9-242025 JP 2003-221810 A JP 2003-55933 A JP 2001-336048 A

落石防止壁を構成する緩衝材が砂の場合は、その重量が重く施工現場への搬送費用が高くなる。また、緩衝材が発泡合成樹脂材の場合は、材料費が高価である等の問題があると共に、自然環境になじまない物質であるので、緩衝材が損傷した時に、化学的な処理費用もかかる問題がある。また、古タイヤの場合には、雨水がタイヤ内に溜って蚊が発生することがある問題がある。ゴム材または樹脂材あるいは合成樹脂製のショック吸収材の場合は価額が高いという問題もある。 When the cushioning material constituting the rock fall prevention wall is sand, its weight is heavy and the transportation cost to the construction site is high. In addition, when the cushioning material is a foamed synthetic resin material, there are problems such as high material costs, and since it is a substance that is not compatible with the natural environment, it costs chemical treatment when the cushioning material is damaged. There's a problem. Further, in the case of an old tire, there is a problem that rainwater accumulates in the tire and mosquitoes are generated. In the case of a shock absorber made of a rubber material, a resin material or a synthetic resin, there is also a problem that the price is high.

立方体に組んだ形鋼に金網を貼って構成される枠体内に木材を充填したユニットブロックを用いる場合には、木材を充填したユニットブロック自体の運搬やハンドリング等のために剛性や強度を持たせるため、枠体を形鋼で補強したり、木材を隙間なく詰める傾向にあるため、重量が重くなり、また緩衝性能が十分に発揮されないともに現場での作業性にも問題が残される。   When using a unit block filled with wood in a frame made by attaching a wire mesh to a steel frame assembled in a cube, give rigidity and strength for transportation and handling of the unit block filled with wood. For this reason, the frame body tends to be reinforced with shape steel or the wood is stuffed without gaps, so that the weight is heavy and the buffer performance is not sufficiently exhibited, and there is still a problem in workability on site.

本発明は、形状を自己保持できる鋼線金網で四面を構成した角型中空柱状体によって落石防止壁本体の緩衝材を構成することにより、経済的で施工性がよく、急速施工が可能な緩衝機構を有する落石防止壁を提供することを目的とする。   The present invention provides a buffer material for the rock fall prevention wall body by a square hollow columnar body having four sides formed of a steel wire mesh that can self-hold the shape, thereby providing a buffer that is economical, has good workability, and enables rapid construction. An object is to provide a rock fall prevention wall having a mechanism.

前記の問題を有利に解決するため、本発明は次のように構成する。   In order to solve the above-mentioned problem advantageously, the present invention is configured as follows.

第1の発明に係る落石防止壁は、経線と緯線を溶接し又は組合わせることで形状を自己保持可能に構成した鋼線金網で四面を形成してなり、落石の衝突により前記鋼線金網が変形して緩衝機能を発揮する角型中空柱状体を構成し、該角型中空柱状体を落石を受ける面に複数個配設することで落石防止壁本体を構成し、前記角型中空柱状体を構成する前記鋼線金網が、螺旋状に成形された鋼線からなる経線と緯線の組合わせ網体であることを特徴とする。 The rock fall prevention wall according to the first aspect of the present invention has four surfaces formed by a steel wire mesh that is configured to be capable of self-maintaining by welding or combining meridians and parallels. A prismatic hollow columnar body that deforms and exhibits a buffer function is configured, and a plurality of the rectangular hollow columnar bodies are disposed on a surface that receives the rockfall, thereby forming a rockfall prevention wall body, and the square hollow columnar body The above-mentioned steel wire mesh which constitutes is a combination mesh body of meridians and parallels made of a steel wire formed in a spiral shape.

第2の発明は、第1の発明において、前記角型中空柱状体の中空部に棒状の木材を1本もしくは複数本内包したことを特徴とする。 A second invention is characterized in that, in the first invention, one or a plurality of rod-shaped timbers are included in the hollow portion of the square hollow columnar body.

第3の発明は、第1または第2の発明において、鉛直方向に所定の間隔にて併立した複数本の支柱と、その支柱に繋ぐ複数の横梁より支持枠体を構成し、該支持枠体の落石を受ける面に、複数個の前記角型中空柱状体を固定することで落石防止壁本体が構成されていることを特徴とする。 According to a third invention, in the first or second invention, a support frame body is constituted by a plurality of support columns that are arranged at a predetermined interval in the vertical direction and a plurality of transverse beams connected to the support columns, and the support frame body A rock fall prevention wall main body is configured by fixing a plurality of the square hollow columnar bodies on a surface that receives the fall rock.

第4の発明は、第1または第2の発明において、鉛直方向に所定の間隔にて併立した複数本の支柱を設け、少なくとも2本以上の前記支柱に渡って複数個の角型中空柱状体を水平方向に配置し、かつ多段に積載して固定することで、落石を受ける面に落石防止壁本体が構成されることを特徴とする。 According to a fourth aspect of the present invention, in the first or second aspect, a plurality of pillars that are arranged in the vertical direction at predetermined intervals are provided, and a plurality of rectangular hollow pillars are provided across at least two of the pillars. Are arranged in a horizontal direction and stacked and fixed in multiple stages, whereby a rock fall prevention wall main body is configured on the surface that receives the rock fall.

第5の発明は、第1〜第4の何れかの発明において、複数個配設した角型中空柱状体を、落石を受ける面に向って複数層設けたことを特徴とする。 A fifth invention is characterized in that, in any one of the first to fourth inventions, a plurality of arranged square hollow columnar bodies are provided toward a surface that receives rock fall.

第6の発明は、第1〜第5の何れかの発明において、複数個配設した角型中空柱状体の落石を受ける面に、更に、衝撃荷重分散用支承板を設け、又は衝撃荷重分散用支承板上に重ねられた角型中空柱状体を設けたことを特徴とする。 A sixth invention, in any one invention of the first to fifth, the surface receiving the rock fall plurality arranged the rectangular hollow pillar, further provided an impact load dispersing bearing plate, or impact load distribution The present invention is characterized in that a square hollow columnar body overlapped on a supporting plate is provided.

本発明によると落石防止壁の緩衝材に、形状を自己保持可能な鋼線金網により四面が構成される螺旋状の線材を編んだ金網を用いた角型中空柱状体を用いているので、従来の緩衝材に比べて非常に軽量であり、運搬性や現地での作業性に富むことから、山間部などで大きなクレーン等の重機が進入できない場所でも、簡便かつ急速施工が可能となる。また、落石が衝突した場合には、角型中空柱状体がつぶれることで衝突エネルギーを吸収することができるため、非常に優れた緩衝性能を示すという顕著な効果を示す。したがって、この優れた緩衝性能のため、落石に際して支柱や基礎に作用する力が小さくなるので、落石防止壁の支持枠体および基礎構造をコンパクトで小さくできるため、さらに施工性を向上させると共に、経済性も向上させることができる According to the present invention, as the cushioning material for the rock fall prevention wall, a square hollow columnar body using a wire mesh knitted with a spiral wire composed of four surfaces with a steel wire mesh capable of self-holding the shape is used. Because it is very lightweight compared to other cushioning materials, and it is rich in transportability and on-site workability, it can be easily and rapidly constructed even in a mountainous area where a heavy machine such as a large crane cannot enter. Further, when a falling rock collides, the collapsing energy can be absorbed by collapsing the square hollow columnar body, so that a remarkable effect of exhibiting a very excellent buffering performance is exhibited. Therefore, this superior shock-absorbing performance reduces the force acting on the pillars and foundations when falling rocks. Therefore, the support frame body and foundation structure of the rockfall prevention walls can be made compact and small, further improving workability and economic efficiency. Can also be improved .

以下、本発明の実施形態を図を参照して説明する。   Embodiments of the present invention will be described below with reference to the drawings.

<第1実施形態>
図1、図2は、本発明の第1実施形態を示し、図1は、緩衝機構を有する落石防止壁を示す一部縦断側面図、図2は、図1の一部を示す正面図である。
<First Embodiment>
1 and 2 show a first embodiment of the present invention, FIG. 1 is a partially longitudinal side view showing a rock fall prevention wall having a buffer mechanism, and FIG. 2 is a front view showing a part of FIG. is there.

この実施形態では、急斜面側1の下部の地盤2に構築した、ほぼ平板状の鉄筋コンクリート製基礎3に間隔をおいて多数のH形鋼等の支柱4が傾けられて立設され、前記支柱4の下端部は前記基礎3にアンカーボルト5等により固定され、前記支柱4の背面側には、それぞれH形鋼等の控柱6が立設され、前記控柱6の上端部は、前記支柱4にボルト・ナット7等により着脱自在に固定され、また、前記控柱6の下端部は、前記基礎3に着座されて、アンカーボルト5等により固定されている。   In this embodiment, a number of pillars 4 such as H-shaped steel are tilted upright and spaced apart from a substantially flat reinforced concrete foundation 3 constructed on the ground 2 below the steep slope side 1. Are fixed to the foundation 3 by anchor bolts 5 or the like, and a holding column 6 made of H-shaped steel or the like is erected on the back side of the column 4, and the upper end of the column 6 is connected to the column 4 is detachably fixed by a bolt / nut 7 or the like, and the lower end portion of the retaining column 6 is seated on the foundation 3 and fixed by an anchor bolt 5 or the like.

前記支柱4の前面の急斜面1側には上下方向に間隔をおくと共に、左右方向に延長するようにH形鋼等からなる横方向の水平横梁としての型材8が直角に当接配置されていて、前記支柱4の前面側のフランジ4aと、前記型材8の背面側のフランジ8aとはボルト・ナット7等により着脱自在の固定されて、落石防止壁本体10の支持枠体11を構成している。前記の型材8の前面側が落石を受ける緩衝面側となっている。   On the steep slope 1 side of the front surface of the support column 4, a mold member 8 as a horizontal horizontal beam made of H-shaped steel or the like is disposed at right angles so as to extend in the vertical direction and extend in the horizontal direction. The flange 4a on the front surface side of the support column 4 and the flange 8a on the rear surface side of the mold member 8 are detachably fixed by bolts and nuts 7 or the like to constitute the support frame body 11 of the rock fall prevention wall main body 10. Yes. The front surface side of the mold member 8 is a buffer surface side that receives falling rocks.

落石防止壁本体10は、四面が鋼線金網よりなる角型中空柱状体12(図7の螺旋網12cを使用した例を図示する)を、上下方向に間隔をおいた型材8に載置して、上端部の型材8と下端部の型材8に、U字状金具またはボルト・ナット等の取付金具9または、柱状体の外周に巻き掛ける適宜ワイヤー等の条体により固定されて、緩衝機構を構成する落石防止壁13が構成されている。   The rock fall prevention wall main body 10 has a square hollow columnar body 12 (illustrated in an example using the spiral mesh 12c in FIG. 7) having four surfaces made of steel wire mesh placed on a mold material 8 spaced vertically. The upper end part 8 and the lower end part 8 are fixed by a U-shaped bracket or a mounting bracket 9 such as a bolt or nut, or an appropriate wire or the like wound around the outer periphery of the columnar body. The rock fall prevention wall 13 which comprises is comprised.

図5〜図11は、落石防止壁13の緩衝層となる角型中空柱状体の参考例、並びに、第1及び第2の角型中空柱状体12の構成例を示す。 5 to 11 show a reference example of a rectangular hollow columnar body serving as a buffer layer of the rock fall prevention wall 13 and a configuration example of the first and second rectangular hollow columnar bodies 12 .

図5に示す参考例に係る角型中空柱状体12は、所定の強度と太さを有する真直ぐな鋼線(これを普通鋼線と略称する)で経線(交差する一方の線材)14と緯線(交差する他方の線材)15の交差部16を溶接した溶接金網12aで四面を構成してなるものである。角型中空柱状体12は図では両端部が開放されているが、この両端部も四面と同じ鋼線金網または四面とは異なる材質の金網あるいは蓋などで閉じてもよい。また、角型中空柱状体12の四面は、一枚の溶接金網12aを矩形断面図の4つの角部で直角に曲げ形成し、その端部同士を連結し、あるいは、略コ字形に曲げた2部材の溶接金網12aを向い合わせて四面形状に配置し、その2つの端部を溶接、ボルト・ナット連結金具、連結用の索条、その他の普通に用いられる連結手段で連結して構成できる。また、略L字形に曲げた2部材の溶接金網12aを向い合わせて四面形状に配置し、その2つの端部同士を前記と同様の連結手段で連結して角型中空柱状体12を構成することもできる。 A rectangular hollow columnar body 12 according to the reference example shown in FIG. 5 is a straight steel wire (which is abbreviated as a normal steel wire) having a predetermined strength and thickness, and a meridian (one intersecting wire) 14 and a latitude line. (The other wire rod intersecting) Four sides are formed by a welded wire mesh 12a welded to an intersecting portion 16 of 15. Although both ends of the rectangular hollow columnar body 12 are open in the drawing, both ends may be closed with the same steel wire metal mesh as the four surfaces, or a metal mesh or a lid made of a material different from the four surfaces. Further, the four surfaces of the square hollow columnar body 12 are formed by bending a single welded wire mesh 12a at right angles at four corners of a rectangular cross-sectional view, connecting the ends thereof, or bending them substantially into a U-shape. The two-part welded wire mesh 12a faces each other and is arranged in a four-sided shape, and the two ends thereof can be connected by welding, bolt / nut connection fittings, connecting cords, or other commonly used connecting means. . Further, the two-part welded wire mesh 12a bent in a substantially L shape is faced and arranged in a four-sided shape, and the two ends thereof are connected by the same connecting means as described above to constitute the square hollow columnar body 12. You can also.

図5に示す角型中空柱状体12によると、四面が金網により構成されることから、非常に軽量であり、運搬性能や現地での作業性に富むことから、山間部などで大きなクレーン等の重機が進入できない場所でも、簡便かつ急速施工が可能となる。角型中空柱状体12は、あらかじめ工場で架構しておき、建設現場では螺旋網の組立て・設置のみを行うことで、著しく工期を短縮することができ、建設コストを低減できる。   According to the square hollow columnar body 12 shown in FIG. 5, the four sides are made of wire mesh, so it is very lightweight, and has excellent transport performance and on-site workability. Simple and rapid construction is possible even in places where heavy machinery cannot enter. The rectangular hollow columnar body 12 is constructed in advance in a factory and only the assembly and installation of the spiral net is performed at the construction site, so that the construction period can be remarkably shortened and the construction cost can be reduced.

また、図5の角型中空柱状体12に落石が衝突した場合には、角型中空柱状体12が潰れることで衝突エネルギーを吸収できるため、非常に優れた緩衝性能を示すという顕著な効果を示す。従って、この優れた緩衝性能のため、落石に際して支柱4や基礎3に作用する力が小さくなるので、落石防止壁の型材8および基礎構造をコンパクトで小さくできるため、さらに、施工性を向上させると共に経済性も向上させることができる。   In addition, when a falling rock collides with the square hollow columnar body 12 of FIG. 5, the collision energy can be absorbed by collapsing the square hollow columnar body 12, so that a remarkable effect of exhibiting a very excellent buffering performance is obtained. Show. Therefore, because of this excellent buffering performance, the force acting on the support pillar 4 and the foundation 3 when falling rocks is reduced, so that the mold material 8 and the foundation structure of the falling rock prevention wall can be made compact and small, further improving the workability. Economic efficiency can also be improved.

図6および図7は、螺旋状に成形された鋼線を使用した螺旋金網12b、12c(詳細を図9、図10に示す)を用いて構成した第1、第2の構成例に係る角型中空柱状体12を示す。中心に空洞を持たない螺旋線材(図8に示す)は、横螺旋線材や縦螺旋線材を相互の山部および谷部が係合するように組み合わせて網体を形成すると、相互に係合しあう山部及び谷部により位置ずれが規制されることにより、形状が安定した強靭な網体となる。この網体を筒状に成形した形態が特開2001−336048号公報に開示されており、柱材やパイプ材としての活用が示されているが、本願発明のように落石などによる衝撃力を吸収するための緩衝材としての利用については検討されてはこなかった。 6 and 7 show corners according to the first and second configuration examples configured by using the spiral wire meshes 12b and 12c (details are shown in FIGS. 9 and 10) using steel wires formed in a spiral shape. The mold hollow columnar body 12 is shown. Spiral wire rods that do not have a cavity in the center (shown in FIG. 8) engage with each other when a horizontal spiral wire rod or a vertical spiral wire rod is combined so that the crests and troughs engage each other to form a net. When the misalignment is regulated by the ridges and valleys that meet, a strong net having a stable shape is obtained. A form in which this mesh body is formed into a cylindrical shape is disclosed in Japanese Patent Application Laid-Open No. 2001-336048, and its use as a pillar material or pipe material is shown. The use as a buffer material for absorption has not been studied.

図6および図7では、前記の螺旋状に成形された鋼線を縦方向の経線14aと横方向の緯線15aに用いて編んだ構造となっている。図6と図7の構成上の相違点は、図7の螺旋金網12cは、経線14aと緯線14bが最密状態に編成されている(詳細を図11に示す)のに対し、図6の螺旋金網12bでは、図7の螺旋金網12cから経線14aと緯線15aがそれぞれ4本の中から2本の割合で間引くことで、網目を粗にしたものである(詳細を図10に示す)。図6のように網目を変化させることで、角型中空柱状体12の強度や緩衝性能を変化させることができるとともに、意匠性にも変化をつけることができる(詳細は後述する)。   6 and 7, the steel wire formed in the spiral shape is knitted using a longitudinal meridian 14a and a lateral latitude 15a. 6 and FIG. 7 is different from that of FIG. 6 in that the spiral wire mesh 12c of FIG. 7 is knitted in a close-packed state with meridians 14a and latitude lines 14b (details are shown in FIG. 11). In the spiral wire mesh 12b, the meshes are coarsened by thinning out the meridian lines 14a and the latitude lines 15a from the spiral wire mesh 12c of FIG. 7 at a ratio of 2 out of 4 (details are shown in FIG. 10). By changing the mesh as shown in FIG. 6, the strength and buffering performance of the square hollow columnar body 12 can be changed, and the design can be changed (details will be described later).

本発明に用いる、螺旋線材が鋼線であれば材質やサイズは問わないが、強度や加工性および組立施工性の観点から、例えば、加工性に優れた軟鋼からなる線材を用い、線材直径が1〜5mm、螺旋の外径が線材直径の約2倍、螺旋ピッチが線材の5〜8倍のものが望ましい。   If the spiral wire used in the present invention is a steel wire, the material and size are not limited, but from the viewpoint of strength, workability, and assembly workability, for example, a wire made of mild steel with excellent workability is used, and the wire diameter is It is desirable that the outer diameter of the spiral is 1 to 5 mm, the spiral outer diameter is about twice the wire diameter, and the spiral pitch is 5 to 8 times the wire.

また、メッキ鋼線を用いれば耐候性や防食の観点から耐久性を高めることができるので、その緩衝性能等の性能が経年変化せずに、金網による安定した性能が持続するという特徴を有する。   Further, if plated steel wire is used, durability can be enhanced from the viewpoint of weather resistance and anticorrosion, so that the performance such as the buffer performance does not change over time, and the stable performance by the wire mesh is maintained.

図6、図7の角型中空柱状体12を構成する螺旋金網12b、12cの詳細を図8〜図11によって説明する。図8に示すように、螺旋線材(鋼線)17は、同一形状の山部18と谷部19が軸線方向に相対して繰り返される螺旋状であり、かつ谷部19が螺旋中心軸A−Aに接する位置またはそれに近い位置に旋回する線材である。B−Bは螺旋中心軸である。   Details of the spiral metal meshes 12b and 12c constituting the rectangular hollow columnar body 12 of FIGS. 6 and 7 will be described with reference to FIGS. As shown in FIG. 8, the spiral wire rod (steel wire) 17 has a spiral shape in which a crest 18 and a trough 19 having the same shape are repeated relative to each other in the axial direction, and the trough 19 is a spiral central axis A−. It is a wire that turns to a position in contact with A or a position close thereto. BB is a spiral central axis.

図8に示す、螺旋線材(鋼線)17を経線14aと緯線15aに用いて編み込むことで図11に示す螺旋金網12c又は、図9に示す螺旋金網12bを製作する。図9に示す螺旋金網12bは、図11に示す最密状態の螺旋金網12cから経線14aと緯線15aをそれぞれ4本の中から2本の割合で間引くことで製作される。   A spiral wire mesh 12c shown in FIG. 11 or a spiral wire mesh 12b shown in FIG. 9 is manufactured by weaving spiral wire rods (steel wires) 17 shown in FIG. 8 using meridians 14a and latitude lines 15a. The spiral wire mesh 12b shown in FIG. 9 is manufactured by thinning out the meridians 14a and the parallels 15a from the close-packed spiral wire mesh 12c shown in FIG.

図6、図7に示す第1、第2の構成例に係る角型中空柱状体12の四面は、一枚の螺旋金網12b、12cを矩形断面図の4つの角部で直角に曲げ形成してその端部同士を連結し、あるいは、略コ字形に曲げ成形した2部材を向い合わせて四面形状に配置し、あるいは、略L字形に曲げ成形した2部材を向い合わせて四面形状に配置し、その2つの端部を連結して構成できる。何れの場合も、端部を連結する必要があるが螺旋金網12b、12cを用いることにより、連結用の螺旋線材を用いて溶接を不要にできる(連結手段の1例を図10に示す)。さらに、螺旋線材で網を構成しているので、螺旋網に編んだ後でも、螺旋線材を回転して前進または後退させるようにずらすことで、螺旋金網12b、12cの分解、線材の部分的交換や追加が容易にできる。 The four sides of the rectangular hollow columnar body 12 according to the first and second configuration examples shown in FIGS. 6 and 7 are formed by bending one spiral wire mesh 12b, 12c at right angles at four corners of a rectangular sectional view. The two end parts are connected to each other, or two members bent into a substantially U-shape are faced to be arranged in a four-sided shape, or two members bent into a substantially L-shape are faced to be arranged in a four-sided shape. The two ends can be connected to each other. In any case, it is necessary to connect the ends, but by using the spiral wire mesh 12b, 12c, welding can be made unnecessary by using the connecting spiral wire (one example of the connecting means is shown in FIG. 10). Further, since the mesh is formed of the spiral wire rod, the spiral wire mesh 12b and 12c can be disassembled and the wire rod partially replaced by rotating the spiral wire rod so as to move forward or backward even after being knitted into the spiral mesh. And can be added easily.

すなわち図10に示すように、あらかじめ隣接する2本ずつを残して、その間の2本を間引いてある螺旋金網12bの端部を連結するときは、その端部を相互に位置をずらし、かつ、間引いた2本の緯線15aの部位において、一方の螺旋金網12bの経線14aに編まれるように、他方の螺旋金網12bから突出する緯線15aを回転させながら進入させ、こうして先端21を相手側の端部の経線14aに進入させ、互いに櫛歯を向かい合わせて相互に食い込ませたごとき連結部22において、各々突出した緯線先端部23に直角の方向から連結用の螺旋線材20を回転して進入させることで、螺旋金網12の端部同士を連結できる。   That is, as shown in FIG. 10, when connecting the ends of the spiral wire mesh 12b, in which the two adjacent pieces are left in advance and the two pieces between them are thinned, the positions of the ends are shifted from each other, and At the portion of the thinned two latitude lines 15a, the latitude line 15a protruding from the other spiral wire mesh 12b is made to rotate so as to be knitted to the meridian 14a of the one spiral wire mesh 12b. At the connecting portion 22 that is inserted into the meridian 14a at the end and bites into each other with the comb teeth facing each other, the connecting helical wire 20 is rotated and entered from the direction perpendicular to the protruding distal end portion 23. By doing so, the ends of the spiral wire mesh 12 can be connected to each other.

図11の最密状態の螺旋金網12cの端部を連結する場合も、前記と略同様に行うことができる。すなわち螺旋金網12cの端部を対向配置し、螺旋金網12cの一方の端部の緯線15aを1本おきに回転させて前進させ、他方の端部側ではそれに対応する位置の緯線15aを回転して後退させることで、各端部同士が互いに櫛歯を向かい合わせて相互に食い込ませたごとき連結部とし、その連結部の直角の方向から連結用の螺旋線材を回転して進入させることで、螺旋金網12cの端部同士を連結できる。なお、螺旋金網12cの端部同士の連結には、溶接、ボルト・ナット連結金具、連結用の索条、その他の普通に用いられる連結手段で連結してもよい。   The case where the end portions of the close-packed spiral metal mesh 12c in FIG. 11 are connected can be performed in substantially the same manner as described above. In other words, the ends of the spiral wire mesh 12c are arranged opposite to each other, and the latitude lines 15a at one end of the spiral wire mesh 12c are rotated every other line to advance, and the latitude lines 15a at the corresponding positions are rotated at the other end side. By retreating, the end portions are connected to each other such that the comb teeth face each other and bite each other, and by rotating the connecting helical wire from the direction perpendicular to the connecting portion, The ends of the spiral wire mesh 12c can be connected to each other. The ends of the spiral wire mesh 12c may be connected by welding, a bolt / nut connecting bracket, a connecting rope, or other commonly used connecting means.

本体発明者等の実験結果によれば、中心に空洞を持たない螺旋線材により構成される螺旋金網は、溶接金網や菱形金網などに比べて衝撃力を受けた時のエネルギー吸収能力が極めて高いことが確かめられている。   According to the experiment results of the inventors of the main body, the spiral wire mesh composed of a spiral wire rod having no hollow in the center has an extremely high energy absorption capacity when subjected to an impact force compared to a welded wire mesh or a diamond wire mesh. Has been confirmed.

以下に本体発明者等が行った実験について記述する。実験では、溶接金網、菱形金網、螺旋金網を約1m×1mずつ用意し、中央部に100kg・200kg・300kgの錘を2mの高さから落下させて衝撃吸収性能を調査した。評価指標として、錘の落下直後の反発(撥ね返り)における加速度を測定し、これが小さいほど衝撃吸収能力に優れると評価できる。図14に、錘落下直後の撥ね返りにおける加速度を示す。溶接金網が最も加速度が高く、しかも200kgで錘が貫通(網が破損)した。菱形金網も溶接金網とほぼ同様で、200kgで錘が貫通(網が破損)した。一方で、螺旋金網は他の金網に比べてかなり加速度が小さく、300kgの錘においても錘が貫通(網が破損)することなく十分に持ちこたえることができた。これは螺旋網の衝撃吸収能力が一般の網と比較して極めて高いことを示すものである。螺旋金網の衝撃吸収能力が極めて優れているのは、衝撃力を受けた際に、螺旋線材が伸びることで衝撃エネルギーを吸収するためであることが分っている。   The experiments conducted by the main inventors are described below. In the experiment, a welded wire mesh, a diamond wire mesh, and a spiral wire mesh were prepared for each 1 m × 1 m, and a weight of 100 kg, 200 kg, and 300 kg was dropped from a height of 2 m in the center to investigate the impact absorbing performance. As an evaluation index, acceleration in rebound (repelling) immediately after falling of the weight is measured, and it can be evaluated that the smaller this is, the better the shock absorbing ability is. FIG. 14 shows the acceleration in the rebound immediately after dropping the weight. The welded wire mesh had the highest acceleration, and the weight penetrated (the mesh was broken) at 200 kg. The diamond-shaped wire mesh was almost the same as the welded wire mesh, and the weight penetrated (the mesh was broken) at 200 kg. On the other hand, the spiral wire mesh has a considerably smaller acceleration than other wire meshes, and even with a 300 kg weight, the weight could be sufficiently held without penetrating (breaking the mesh). This indicates that the shock absorbing capacity of the spiral net is extremely high compared to a general net. It has been found that the shock-absorbing ability of the spiral wire mesh is excellent because it absorbs the impact energy when the spiral wire is stretched when it receives an impact force.

角型中空柱状体12は、柱状体内が空洞であるので、この空間に間伐材等の木材を内包してもよく、こうすることで間伐材などの有効利用が図れるとともに、景観性の向上にもつながる。このとき角型中空柱状体12の緩衝性能を発揮させるため、木材は内部に空間を残して粗に配置するのが好ましい。   Since the hollow columnar body 12 is hollow in the columnar body, wood such as thinned wood may be included in this space, and this enables effective use of the thinned wood and the like, and also improves the landscape. Is also connected. At this time, in order to exhibit the buffering performance of the rectangular hollow columnar body 12, it is preferable to arrange the wood roughly leaving a space inside.

<第2実施形態>
図3、図4は、本発明の第2実施形態を示し、図3は、緩衝機構を有する落石防止壁を示す一部縦断側面図、図4は、図3の一部を示す正面図である。
Second Embodiment
3 and 4 show a second embodiment of the present invention, FIG. 3 is a partially longitudinal side view showing a rock fall prevention wall having a buffer mechanism, and FIG. 4 is a front view showing a part of FIG. is there.

この第2実施形態は、角型中空柱状体12(図7の螺旋網12cを使用した例を図示する)を横置き設置する点が、角型中空柱状体12を縦置き設置する第1実施形態と相異している。この相異点に伴って、支持枠体11の構成が若干異なっている。すなわち、第2実施形態では、基礎3に間隔をおいて立設された多数のH形鋼等の支柱4に第1実施形態と同じ構成の角型中空柱状体12が水平方向に設置されて、この複数の角型中空柱状体12で緩衝機構が構成され落石防止壁13が設けられている。   In the second embodiment, the rectangular hollow columnar body 12 (illustrated in the example using the spiral mesh 12c in FIG. 7) is horizontally installed. The first embodiment in which the square hollow columnar body 12 is vertically installed. It is different from the form. With this difference, the structure of the support frame 11 is slightly different. That is, in the second embodiment, the square hollow columnar body 12 having the same configuration as that of the first embodiment is installed in a horizontal direction on a large number of pillars 4 such as H-shaped steels standing at intervals on the foundation 3. The plurality of rectangular hollow columnar bodies 12 constitute a buffer mechanism, and a rock fall prevention wall 13 is provided.

このとき、前記角型中空柱状体12は、少なくとも2本の支柱4に固定されることが好ましく、角型中空柱状体12は、図4に示すように千鳥状に配置すれば、落石防止壁面としての弱点を減ずることができる。   At this time, it is preferable that the square hollow columnar body 12 is fixed to at least two columns 4. If the square hollow columnar bodies 12 are arranged in a staggered manner as shown in FIG. As a weak point.

第2実施形態によれば、角型中空柱状体12を水平方向に下方から積み上げるように設置していくことができるため、作業性が非常によいという特徴を有する。角型中空柱状体12は、金網を用いた中空柱状の構造体であるため、軽量かつ強度および変形性能に優れることから、第1実施形態における横方向の水平横梁を省略できるという特徴を有する。その他の作用は、第1実施形態と同じである。   According to the second embodiment, the square hollow columnar bodies 12 can be installed so as to be stacked in the horizontal direction from below, and therefore, the workability is very good. Since the rectangular hollow columnar body 12 is a hollow columnar structure using a wire mesh, it is lightweight and excellent in strength and deformation performance. Therefore, the horizontal hollow columnar body 12 in the first embodiment can be omitted. Other operations are the same as those in the first embodiment.

なお、図1、図3に示す第1、第2の実施形態において、縦および横向きに配設した角型中空柱状体12は、支持枠体11の前面に一層設けられた例が示されているが、これに限らず複数層設けてもよい。角型中空柱状体12を複数層設けることで、衝撃力を各層の角型中空柱状態12が吸収することができるので、緩衝機能を複数倍にすることができるという特徴を有する。   In the first and second embodiments shown in FIGS. 1 and 3, an example in which the rectangular hollow columnar body 12 arranged vertically and horizontally is provided on the front surface of the support frame 11 is shown. However, the present invention is not limited to this, and a plurality of layers may be provided. By providing a plurality of square hollow columnar bodies 12, the impact force can be absorbed by the square hollow column state 12 of each layer, so that the buffering function can be doubled.

<第3実施形態>
図12、15は第3の実施形態を示し、角型中空柱状体を落石を受ける面に対して複数層設けた場合である。
図12に示すように、複数層の角型中空柱状体を積重ねる際に、例えば2層の場合は、支持枠体11に接する層には、複数の剛性の小さな角型中空柱状体25を設置し、その上の落石を受ける面に剛性の大きな角型中空柱状体24を重ね、かつ、剛性が小さな角型中空柱状体25の複数に渡るように設置してもよい。このように剛性の異なる角型中空柱状体を用いることで、落石の衝撃荷重が、剛性の大きな角型中空柱状体24を介して、下層に位置する複数の剛性が小さな角型中空柱状体25に分散して伝達されて、効率よくエネルギーを吸収することができるとともに、落石防護壁への局所的衝撃力が大きくなるのを防止することができる。異なる剛性の角型中空柱状体は、図10や図11に示したように、螺旋網の編み方の密度を変化させることでも達成できるし、螺旋網を構成する線材の線径や、螺旋のピッチを変化させることでも達成できる。また、角型中空柱状体のなかに棒状の間伐材を内包させたり、間伐材のチップを固めたものを入れるなどの方法をとることもできる。
また、3層にする場合は、図15に示すように、上述した剛性の大きな角型中空柱状体24の更に上の落石を受ける面に、剛性が小さな角型中空柱状体25を重ね、かつ、剛性が大きな角型中空柱状体24の複数に渡るように設置することで、最上層の剛性が小さな角型中空柱状体25にて、落石の衝突加速度を先ずは小さくすることができ、好ましい。
<Third Embodiment>
FIGS. 12 and 15 show a third embodiment, in which a plurality of square hollow columnar bodies are provided on a surface that receives rock fall.
As shown in FIG. 12, when stacking a plurality of layers of rectangular hollow columnar bodies, for example, in the case of two layers, a plurality of small rectangular hollow columnar bodies 25 with small rigidity are formed on the layer in contact with the support frame 11. The rectangular hollow columnar body 24 having high rigidity may be stacked on the surface that receives the falling rocks, and may be installed so as to cover a plurality of the rectangular hollow columnar bodies 25 having low rigidity. By using the square hollow columnar bodies having different rigidity in this way, the square hollow columnar body 25 having a plurality of lower rigidity, which is positioned under the high-rigidity square hollow columnar body 24 through which the impact load of falling rocks is large. The energy can be absorbed efficiently and energy can be absorbed efficiently, and the local impact force to the falling rock protection wall can be prevented from increasing. As shown in FIG. 10 and FIG. 11, the square hollow columnar bodies having different rigidity can be achieved by changing the density of the method of knitting the spiral mesh, the wire diameter of the wire constituting the spiral mesh, This can also be achieved by changing the pitch. In addition, it is possible to enclose a rod-like thinned material in a square hollow columnar body or to put a thinned thinned wood chip.
Further, in the case of three layers, as shown in FIG. 15, the rectangular hollow columnar body 25 having a low rigidity is overlapped on the surface that receives the falling rock further above the above-described large rectangular hollow columnar body 24, and In addition, by installing so as to cover a plurality of square hollow columnar bodies 24 having high rigidity, it is possible to reduce the collision acceleration of falling rocks first in the square hollow columnar body 25 having the small rigidity of the uppermost layer, which is preferable. .

<第4実施形態>
図13、16は第4の実施形態を示し、角型中空柱状体の落石を受ける面に、更に、衝撃荷重分散用支承板、又は衝撃荷重分散用支承板上に重ねられた角型中空柱状体を設けた場合である。
また、落石の衝撃荷重を分散させる方法としては、上記の方法に加えて、図13に示すように衝撃荷重分散用支承板26(デッキプレートを使用した例)を、複数の角型中空柱状体12に渡るように設置し取り付けても良い。衝撃荷重分散支承板26としては、鋼製等のデッキプレートやエキスパンドメタルあるいはベニヤ板等の衝撃荷重を分散させる程度の剛性を有する材料からなる面版板状部材を使用すると良い。
さらには、図16に示すように、荷重分散を図る剛性の小さな角型中空柱状体25および衝撃荷重分散用支承板26のさらに上層に、すなわち落石による衝撃力を直接受ける面に剛性の大きな角型中空柱状体24を設置して、三層構造にするとより効果的に衝撃荷重を吸収させることが出来る。すなわち、衝撃力を直接受ける面に剛性の大きな角型中空柱状体24を設置することで、落石の衝突加速度を小さくして、衝撃力を緩和させ、そしてその下層の衝撃荷重分散用支承板26が、緩和させた衝撃力を受け止め、さらにその下の層の剛性が小さい角型中空柱状体25に衝撃力を分散させて伝達する。そして、最下層の剛性の小さな角型中空柱状体25が、分散された衝撃力を、全体として変形することで、衝撃力をさらに緩和させて、効果的にエネルギーを吸収することが出来ることになる。
<Fourth embodiment>
FIGS. 13 and 16 show a fourth embodiment, in which a square hollow columnar shape is superimposed on a surface for receiving falling rocks of a square hollow columnar body, and further on an impact load distribution support plate or an impact load distribution support plate. This is a case where a body is provided.
Further, as a method of dispersing the impact load of falling rocks, in addition to the above method, as shown in FIG. 13, an impact load dispersion support plate 26 (example using a deck plate) is used. You may install and attach so that it may cross over twelve. As the impact load distribution support plate 26, it is preferable to use a plate-like plate member made of a material having rigidity sufficient to disperse the impact load, such as a deck plate made of steel, an expanded metal or a veneer plate.
Further, as shown in FIG. 16, a corner having a large rigidity is formed on the upper layer of the rectangular hollow columnar body 25 having a small rigidity for distributing the load and the support plate 26 for impact load distribution, that is, on the surface directly receiving the impact force by the falling rock. If the mold hollow columnar body 24 is installed to have a three-layer structure, the impact load can be absorbed more effectively. That is, by installing the square hollow columnar body 24 having high rigidity on the surface that directly receives the impact force, the impact acceleration of the falling rock is reduced and the impact force is relaxed, and the impact load distribution support plate 26 underneath is provided. However, the relaxed impact force is received, and the impact force is dispersed and transmitted to the square hollow columnar body 25 having a lower layer of lower rigidity. And, the square hollow columnar body 25 having a small rigidity at the lowermost layer deforms the dispersed impact force as a whole, thereby further reducing the impact force and effectively absorbing the energy. Become.

第1実施形態の落石防止壁を示す一部縦断側面図である。It is a partially vertical side view which shows the rock fall prevention wall of 1st Embodiment. 図1の一部を示す正面図である It is a front view which shows a part of FIG . 第2実施形態の落石防止壁を示す一部縦断側面図である。It is a partial vertical side view which shows the rock fall prevention wall of 2nd Embodiment. 図3の一部を示す正面図である。FIG. 4 is a front view showing a part of FIG. 3. 角型中空柱状体の参考例の斜視図である。It is a perspective view of the reference example of a square-shaped hollow columnar body. 角型中空柱状体の第1構成例の斜視図である。It is a perspective view of the 1st structural example of a square-shaped hollow columnar body. 角型中空柱状体の第2構成例の斜視図である。It is a perspective view of the 2nd example of composition of a square hollow columnar object. (a)は、螺旋線材の斜視図、(b)は、螺旋線材の側面説明図、(c)は、(b)のO−O、P−P、Q−Q、R−R矢視部の説明図である。(A) is a perspective view of a spiral wire, (b) is an explanatory side view of the spiral wire, (c) is an OO, PP, QQ, and RR arrow portion of (b). It is explanatory drawing of. 第1構成例の角型中空柱状体に用いる2本間引き螺旋金網の正面部分図である。It is a front fragmentary view of the 2 thinning-out spiral wire mesh used for the square hollow columnar body of the 1st example of composition . 2本間引き螺旋金網を連結用の螺旋線材を用いて連結する態様を示す説明図である。It is explanatory drawing which shows the aspect which connects a 2 thinning-out spiral wire mesh using the helical wire for connection. 第2構成例の角型中空柱状体に用いる最密状態の螺旋金網の正面部分図である。It is a front fragmentary view of the close-packed spiral wire mesh used for the square hollow columnar body of the second configuration example . 第3実施形態の落石防止壁を示す一部縦断側面図である。It is a partial vertical side view which shows the rock fall prevention wall of 3rd Embodiment. 第4実施形態の落石防止壁を示す一部縦断側面図である。It is a partial vertical side view which shows the rock fall prevention wall of 4th Embodiment. 金網の種類による衝撃吸収能力の違いを示した図である。It is the figure which showed the difference in the shock absorption capability by the kind of wire mesh. 第3実施形態の別の落石防止壁を示す一部縦断側面図である。It is a partially vertical side view which shows another rock fall prevention wall of 3rd Embodiment. 第4実施形態の別の落石防止壁を示す一部縦断側面図である。It is a partially vertical side view which shows another rock fall prevention wall of 4th Embodiment.

符号の説明Explanation of symbols

1 急斜面側
2 地盤
3 コンクリート基礎
4 支柱
4a フランジ
5 アンカーボルト
6 控柱
7 ボルト・ナット
8 型材
8a フランジ
9 取付金具
10 落石防止壁本体
11 支持枠体
12 角形中空柱状体
12a 溶接金網
12b 螺旋金網
12c 螺旋金網
13 落石防止壁
14 経線
14a 経線
15 緯線
15a 緯線
16 交差部
17 螺旋線材
18 山部
19 谷部
20 連結用螺旋線材
21 先端
22 連結部
23 線材先端部
24 剛性の大きな角型中空柱状体
25 剛性の小さな角型中空柱状体
26 衝撃荷重分散用支承板
1 Steep slope side
2 Ground 3 Concrete foundation
4 Prop 4a Flange 5 Anchor Bolt 6 Holding Pillar 7 Bolt / Nut 8 Mold Material 8a Flange 9 Mounting Bracket
DESCRIPTION OF SYMBOLS 10 Falling rock prevention wall main body 11 Support frame 12 Square hollow columnar body 12a Welded wire mesh 12b Spiral wire mesh 12c Spiral wire mesh 13 Falling stone prevention wall
14 Meridians 14a Meridians 15 Latitude 15a Latitude 16 Crossing
DESCRIPTION OF SYMBOLS 17 Spiral wire 18 Mountain part 19 Valley part 20 Connection spiral wire 21 Tip 22 Connection part 23 Wire tip 24 Stiff square hollow column 25 Stiff square hollow column 26 Impact load distribution support plate

Claims (6)

経線と緯線を溶接し又は組合わせることで形状を自己保持可能に構成した鋼線金網で四面を形成してなり、落石の衝突により前記鋼線金網が変形して緩衝機能を発揮する角型中空柱状体を構成し、該角型中空柱状体を落石を受ける面に複数個配設することで落石防止壁本体を構成し、前記角型中空柱状体を構成する前記鋼線金網が、螺旋状に成形された鋼線からなる経線と緯線の組合わせ網体であることを特徴とする落石防止壁。 Square wire hollow that is formed by welding or combining meridians and parallels to form a four-sided steel wire mesh that can be self-maintaining, and deforms the steel wire mesh due to falling rocks and exhibits a buffer function A columnar body is formed, and a plurality of the square hollow columnar bodies are disposed on a surface for receiving rockfall, thereby forming a rockfall prevention wall main body, and the steel wire mesh constituting the square hollow columnar body is spiral. A rock fall prevention wall characterized in that it is a combined net of meridians and parallels made of steel wire formed into a metal. 前記角型中空柱状体の中空部に棒状の木材を1本もしくは複数本内包したことを特徴とする請求項1記載の落石防止壁。 2. The rock fall prevention wall according to claim 1, wherein one or a plurality of rod-shaped timbers are included in the hollow portion of the square hollow columnar body. 鉛直方向に所定の間隔にて併立した複数本の支柱と、その支柱に繋ぐ複数の横梁より支持枠体を構成し、該支持枠体の落石を受ける面に、複数個の前記角型中空柱状体を固定することで落石防止壁本体が構成されていることを特徴とする請求項1または2記載の落石防止壁。 A support frame body is composed of a plurality of support columns that are arranged at predetermined intervals in the vertical direction and a plurality of cross beams connected to the support columns. The rock fall prevention wall according to claim 1 or 2, wherein the body is fixed to form a rock fall prevention wall main body. 鉛直方向に所定の間隔にて併立した複数本の支柱を設け、少なくとも2本以上の前記支柱に渡って複数個の角型中空柱状体を水平方向に配置し、かつ多段に積載して固定することで、落石を受ける面に落石防止壁本体が構成されることを特徴とする請求項1または2記載の落石防止壁。 Provided with a plurality of support columns that are arranged in the vertical direction at predetermined intervals, a plurality of rectangular hollow columnar bodies are horizontally disposed over at least two of the support columns, and are stacked and fixed in multiple stages. The rock fall prevention wall according to claim 1 or 2, wherein a rock fall prevention wall main body is formed on the surface that receives the fall rock. 前記複数個配設した角型中空柱状体を、落石を受ける面に向って複数層設けたことを特徴とする請求項1〜4のいずれか1項記載の落石防止壁。 5. The rock fall prevention wall according to claim 1, wherein the plurality of square hollow columnar bodies are provided in a plurality of layers toward a surface for receiving rock fall. 前記複数個配設した角型中空柱状体の落石を受ける面に、更に、衝撃荷重分散用支承板を設け、又は衝撃荷重分散用支承板上に重ねられた角型中空柱状体を設けたことを特徴とする請求項1〜5のいずれか1項記載の落石防止壁。 Further, an impact load distribution support plate is provided on the surface of the plurality of square hollow columns that receive the falling rocks, or a square hollow column that is stacked on the impact load distribution support plate is provided. The rock fall prevention wall of any one of Claims 1-5 characterized by these.
JP2004102242A 2004-03-31 2004-03-31 Rock fall prevention wall Expired - Fee Related JP4185877B2 (en)

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