JP7421835B1 - protective fence - Google Patents

protective fence Download PDF

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JP7421835B1
JP7421835B1 JP2023172799A JP2023172799A JP7421835B1 JP 7421835 B1 JP7421835 B1 JP 7421835B1 JP 2023172799 A JP2023172799 A JP 2023172799A JP 2023172799 A JP2023172799 A JP 2023172799A JP 7421835 B1 JP7421835 B1 JP 7421835B1
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blocking surface
protective fence
rigid
rigid blocking
cross beam
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陽一 西田
満明 山本
太一 石井
雄貴 清野
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Protec Engineering Inc
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Protec Engineering Inc
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Abstract

【課題】受撃時に崩落物の透過を許容しつつ、曲げ変形量が小さな阻止面を形成した防護柵を提供すること。【解決手段】複数の支柱と隣り合う支柱の地上部の間に設けた阻止面とを備えた防護柵であって、隣り合う支柱の地上部の間に剛性の高い透過型の剛性阻止面を形成し、剛性阻止面で崩落物を捕捉すると共に、剛性阻止面に開設した横向きスリットを通じて崩落物の一部を透過可能に構成する。【選択図】図1An object of the present invention is to provide a protective fence having a blocking surface with a small amount of bending deformation while allowing the penetration of fallen objects when receiving a blow. [Solution] A protective fence comprising a plurality of columns and a blocking surface provided between the above-ground parts of adjacent columns, the barrier having a highly rigid transparent type blocking surface between the above-ground parts of the adjacent columns. The rigid blocking surface captures the falling objects, and the structure allows part of the falling objects to pass through the horizontal slits formed in the rigid blocking surface. [Selection diagram] Figure 1

Description

本発明は崩落土砂、雪崩、落石等の崩落物を捕捉する防護柵に関する。 The present invention relates to a protective fence that catches fallen objects such as fallen earth and sand, avalanches, and falling rocks.

特許文献1には、複数の支柱と、隣り合う支柱間に横架したロープ製の防護ネットとを具備した崩落土砂用の防護柵が開示されている。
この防護柵は、防護ネットの撓み変形により崩落土砂の衝撃力を吸収しつつ、土砂を捕捉する構造になっている。
Patent Document 1 discloses a protective fence for falling earth and sand that includes a plurality of supports and a protective net made of rope that is hung horizontally between adjacent supports.
This protective fence has a structure that absorbs the impact force of the fallen earth and sand and captures the earth and sand by bending and deforming the protective net.

特許文献2には、防護面の下半部における崩落土砂の捕捉性を高める防護柵が開示されている。
この防護柵は、地上部に帯状を呈するコンクリート製の壁体を設け、支柱の下部をこの壁体に貫通させつつ、地中にも貫入させて支柱を立設し、壁体から上方に突出した支柱の地上部に防護ネットを取り付けた構造になっている。
この防護柵は、防護面の下半部に形成した壁体で以て崩落土砂を受け止めて捕捉する際に、支柱を支持杭として機能させる。
さらに防護面の上半部に形成した防護ネットで以て落石等を捕捉し得るようになっている。
Patent Document 2 discloses a protection fence that improves the ability to capture fallen earth and sand in the lower half of the protection surface.
This protective fence has a band-shaped concrete wall above the ground, and the lower part of the support is penetrated through this wall and also into the ground, and the support is erected and protrudes upward from the wall. The structure is such that a protective net is attached to the above-ground part of the pillar.
In this protection fence, when the wall body formed in the lower half of the protection surface receives and captures the fallen earth and sand, the pillars function as support piles.
Furthermore, a protective net formed on the upper half of the protective surface can catch falling rocks and the like.

特許文献3には、壁体を複数の土塊ブロックで構成することが開示されている。
土塊ブロックは、袋体に土砂等の中詰材を充満させて立方形に製作した土塊物である。
施工方法としては、地面に複数の土塊ブロックを積み上げて壁体を形成した後に、支柱の下部を複数の土塊ブロックを貫通させつつ、地中にも貫入させて支柱を立設し、壁体から上方に突出した支柱の地上部に防護ネットを取り付ける。
Patent Document 3 discloses that a wall is composed of a plurality of blocks of earth.
An earth block is a cube-shaped earth block made by filling a bag with filling material such as earth and sand.
The construction method is to stack multiple earth blocks on the ground to form a wall, and then erect the pillar by penetrating the lower part of the pillar through the multiple earth blocks and into the ground. A protective net will be attached to the above-ground part of the pillar that protrudes upward.

特開2022-105948号公報JP2022-105948A 特開2014-101699号公報Japanese Patent Application Publication No. 2014-101699 特開2008-121264号公報Japanese Patent Application Publication No. 2008-121264

ロープ製の防護ネットを具備した防護柵にはつぎのような改善すべき点がある。
<1>崩落土砂等を捕捉する際に、ロープ製の防護ネットが斜面谷側へ向けて大きく撓み変形をする。
そのため、近隣に道路、鉄道、住宅等の保護対象物が存在する場合は、保護対象物から離隔した位置に防護柵を設置しなければならない。
<2>防護ネットの変形範囲を含めた用地の確保が必要となり、用地の取得コストが高くなる。
<3>防護ネットの変形範囲を含めた用地確保が困難な現場では、ロープ製の防護ネットを具備した防護柵の設置が見送られる。
Protective fences equipped with rope protective nets have the following points to be improved.
<1> When capturing fallen earth and sand, the rope protective net undergoes a large bending deformation toward the slope valley side.
Therefore, if there are objects to be protected such as roads, railways, or houses nearby, a protective fence must be installed at a location separate from the objects to be protected.
<2> It is necessary to secure a site that includes the deformation range of the protective net, which increases the cost of acquiring the site.
<3> At sites where it is difficult to secure land that would accommodate the deformation range of the protective net, the installation of protective fences equipped with rope protective nets may be postponed.

壁体を具備した防護柵にはつぎのような改善すべき点がある。
<1>コンクリート製の壁体を構築するためには、重機類を使用しなければならず、施工コストが高くつく。
<2>壁体の設置面に勾配や不均一の傾斜がある現場では、コンクリート製の壁体が設置面の勾配や傾斜に追従できない。
そのため、設置面を平らに整地する必要があるため、壁体の構築に多くの時間と労力を要する。
<3>壁体が遮水機能を有するため、防護柵の裾部に大量の水が溜まる問題と捕捉土砂の排出がし難いといった問題を内包する。
<4>壁体がコンクリート製であるため、受撃によって壁体が亀裂や損傷が生じると、壁体の交換コストが高くつく。
Protective fences equipped with walls have the following points to be improved.
<1> In order to construct a concrete wall, heavy machinery must be used, resulting in high construction costs.
<2> In a site where the installation surface of the wall has a slope or uneven inclination, the concrete wall cannot follow the slope or inclination of the installation surface.
Therefore, it is necessary to level the installation surface, which requires a lot of time and effort to construct the wall.
<3> Since the wall has a water-blocking function, there are problems such as a large amount of water accumulating at the foot of the protective fence and difficulty in draining trapped earth and sand.
<4> Since the wall is made of concrete, if the wall is cracked or damaged due to impact, the cost of replacing the wall will be high.

本発明の目的は以上の問題点に鑑みてなされたもので、その目的とするところは、受撃時に崩落物の透過を許容しつつ、曲げ変形量が小さな阻止面を形成した防護柵を提供することにある。
さらに本発明の目的は、既述した問題点を解消できる防護柵を提供することにある。
The object of the present invention has been made in view of the above-mentioned problems, and the object thereof is to provide a protective fence that allows the penetration of fallen objects when receiving a hit, while forming a blocking surface with a small amount of bending deformation. It's about doing.
A further object of the present invention is to provide a protective fence that can solve the above-mentioned problems.

本発明は、間隔を隔てて支柱の埋設部を設置面に埋設して立設した複数の支柱と、隣り合う支柱の地上部の間に設けた撓み変形量が非常に少ない剛性阻止面と、該剛性阻止面の上位に設けた可撓性を有する塑性阻止面とを備え、前記剛性阻止面および塑性阻止面を通じて崩落土砂、雪崩、落石等の崩落物を捕捉する防護柵であって、前記剛性阻止面に崩落物の一部の透過を許容する複数の横向きスリットを設けて透過型の剛性阻止面として形成したものである。
本発明の他の形態において、前記透過型の剛性阻止面を複数の横梁で構成し、該横梁の側面に連続した帯面を形成してある。
本発明の他の形態において、前記支柱の地上部に連結装置を回動可能に外装し、前記連結装置と前記横梁の端部との間を横向きの支軸で枢支してピン接合としてある。
本発明の他の形態において、隣り合う支柱の地上部の間に前記複数の横梁を着脱自在に横架してもよい。
本発明の他の形態において、前記横梁がコンクリート充填鋼管製である。
本発明の他の形態において、前記塑性阻止面がロープ製またはネット製またはロープとネットを組み合わせた防護ネットである。
The present invention provides a plurality of pillars that are erected by burying the buried parts of the pillars in the installation surface at intervals, and a rigid blocking surface with a very small amount of deflection deformation provided between the above-ground parts of the adjacent pillars. A protective fence comprising a flexible plastic blocking surface provided above the rigid blocking surface, and traps falling objects such as fallen earth and sand, an avalanche, and falling rocks through the rigid blocking surface and the plastic blocking surface, The rigid blocking surface is provided with a plurality of horizontal slits that allow some of the fallen objects to pass through, thereby forming a transparent rigid blocking surface.
In another aspect of the present invention, the transmission-type rigid blocking surface is constituted by a plurality of cross beams, and continuous band surfaces are formed on the side surfaces of the cross beams.
In another aspect of the invention, a connecting device is rotatably mounted on the above-ground part of the support, and the connecting device and the end of the cross beam are pivotally supported by a horizontal support shaft to form a pin connection. .
In another embodiment of the present invention, the plurality of cross beams may be removably installed horizontally between the above-ground parts of adjacent supports.
In another form of the invention, the cross beam is made of concrete-filled steel pipe.
In another embodiment of the invention, the plastic blocking surface is made of rope or net, or is a protective net made of a combination of rope and net.

本発明は少なくとも次の一つの効果を奏する。
<1>隣り合う支柱の地上部の間に複数の横梁を、間隔を隔てて横架することで、受撃時に曲げ変形量が小さな剛性阻止面を形成することができる。
そのため、防護柵の近隣に道路、鉄道、住宅等の保護対象物が存在する現場であっても、保護対象物に近い位置に防護柵を設置することが可能となる。
<2>剛性阻止面が複数の横スリットを有する透過構造を呈するため、受撃時に崩落物が横スリットを透過する際に崩落物の運動エネルギーを効率よく減衰できる。
そのため、透過型の剛性阻止面の荷重負担が軽減されるだけでなく、透過型の剛性阻止面を支持する支柱の荷重負担も軽減することができる。
<3>剛性阻止面の横スリットの開口寸法を選択することで、透過型の剛性阻止面による緩衝性能を調整することができる。
<4>剛性阻止面が透過構造を呈するため、阻止面の上流側に崩落物が堆積しても雨水を下流側に自然排水することができる。
そのため、防護柵に特別な排水処理施設を設ける必要がない。
<5>横梁の端部と支柱との間を、支柱を中心として回動可能で、かつ、ピン接合として、支柱に対して横梁を横方向および上下方向へ向けて回動可能に連結できる。
そのため、防護柵を任意の曲率でカーブさせて設置したり、防護柵の設置面に不均一の勾配や傾斜があっても、設置面の勾配や傾斜の影響を受けずに横梁を設置したりすることができる。
<6>透過型の剛性阻止面を構成する横梁を着脱可能に構成することで、透過型の剛性阻止面の上流側に堆積した崩落土砂等の崩落物を効率よく撤去できるだけでなく、受撃により損傷した横梁のみを新たなものと交換できて補修が容易である。
<7>横梁は作業員が運搬可能であるので、重機類用いずに横梁を人力だけで組み付けて透過型の剛性阻止面を容易に構築することができる。
<8>透過型の剛性阻止面の上位に塑性阻止面を設けると、透過型の剛性阻止面で崩落土砂を効率よく捕捉できると共に、塑性阻止面で以て落石を効率よく捕捉することがたできて、一つの防護柵で以て複数種類の崩落物の捕捉に対応することができる。
<9>透過型の剛性阻止面の設置高さを越えて落石等の崩落物が落下した場合には、透過型の剛性阻止面の上位に設けた塑性阻止面が落石等の捕捉機能を発揮する。

The present invention has at least one of the following effects.
<1> By horizontally suspending a plurality of cross beams at intervals between the ground parts of adjacent pillars, it is possible to form a rigid blocking surface with a small amount of bending deformation when receiving a hit.
Therefore, even at a site where objects to be protected, such as roads, railways, and houses, exist in the vicinity of the guard fence, it is possible to install the guard fence at a position close to the object to be protected.
<2> Since the rigid blocking surface exhibits a transparent structure having a plurality of horizontal slits, the kinetic energy of the fallen object can be efficiently attenuated when the fallen object passes through the horizontal slits when being hit.
Therefore, not only the load burden on the transparent type rigid blocking surface can be reduced, but also the load burden on the pillars supporting the transparent type rigid blocking surface can be reduced.
<3> By selecting the opening size of the horizontal slit in the rigid blocking surface, the buffering performance of the transparent rigid blocking surface can be adjusted.
<4> Since the rigid blocking surface has a permeable structure, rainwater can naturally drain downstream even if debris accumulates on the upstream side of the blocking surface.
Therefore, there is no need to provide special wastewater treatment facilities at the protective fence.
<5> The end of the cross beam and the column can be pivoted about the column, and the cross beam can be connected to the column so as to be rotatable in the lateral direction and the vertical direction using a pin connection.
Therefore, you can install a protective fence with any curvature, and even if the installation surface of the protective fence has an uneven slope or inclination, you can install cross beams without being affected by the slope or inclination of the installation surface. can do.
<6> By configuring the cross beams that make up the rigid blocking surface of the transparent type to be removable, it is possible to not only efficiently remove fallen debris such as collapsed earth and sand that has accumulated on the upstream side of the rigid blocking surface of the transparent type, but also to prevent damage. Repairs are easy as only the damaged cross beams can be replaced with new ones.
<7> Since the cross beams can be transported by workers, the transparent rigid blocking surface can be easily constructed by assembling the cross beams only by hand without using heavy machinery.
<8> By providing a plastic prevention surface above the transparent type rigid prevention surface, it is possible to efficiently trap fallen soil with the transparent type rigid prevention surface, and also to efficiently trap falling rocks with the plastic prevention surface. This allows a single protective fence to capture multiple types of fallen objects.
<9> If a falling object such as a falling rock falls beyond the installation height of the transparent type rigid prevention surface, the plastic prevention surface installed above the transparent type rigid prevention surface will perform the function of catching the falling rock, etc. do.

一部を省略した本発明の実施例1に係る防護柵の正面図A front view of the protective fence according to Embodiment 1 of the present invention with some parts omitted 防護柵を構成する透過型の剛性阻止面の組立図Assembly diagram of the transparent rigid blocking surface that makes up the protective fence 透過型の剛性阻止面を構成する横梁と連結装置の斜視図Perspective view of the cross beam and coupling device that constitute the transparent rigid blocking surface 塑性阻止面の説明図で、(A)は横ロープと支柱の連結部の平面図、(B)は横ロープと支柱の連結部の側面図These are explanatory diagrams of the plasticity prevention surface, where (A) is a plan view of the connection between the horizontal rope and the strut, and (B) is a side view of the connection between the horizontal rope and the strut. 防護柵の施工方法の説明図Explanatory diagram of how to construct a protective fence 透過型の剛性阻止面および塑性阻止面における受撃作用の説明図Explanatory diagram of the receiving action on the rigid blocking surface and plastic blocking surface of the transparent type 一部を省略した本発明の実施例2に係る防護柵の正面図A front view of a protective fence according to Example 2 of the present invention with some parts omitted

以下に図面を参照しながら本発明の実施例について説明する。 Embodiments of the present invention will be described below with reference to the drawings.

[実施例1]
<1>防護柵の概要
本発明に係る防護柵は、雪崩対策用、崩落土砂対策用または落石対策用の防護柵である。
図1に例示した防護柵について説明すると、この防護柵は、所定の間隔を隔てて設置面Gに立設した複数の支柱10と、複数の支柱10間に横架した透過型の剛性阻止面30と、剛性阻止面30の上位に位置し、複数の支柱10間に横架した塑性阻止面40とを具備する。
剛性阻止面30は塑性阻止面40に対して剛性が高く、曲げ変形が生じ難い。
本例では、塑性阻止面40を防護ネットで構成する形態について説明する。
[Example 1]
<1> Outline of the protective fence The protective fence according to the present invention is a protective fence for avalanche prevention, falling earth and sand, or falling rocks.
To explain the protective fence illustrated in FIG. 1, this protective fence consists of a plurality of columns 10 erected on the installation surface G at predetermined intervals, and a transparent rigid blocking surface horizontally suspended between the plurality of columns 10. 30, and a plastic blocking surface 40 located above the rigid blocking surface 30 and extending horizontally between the plurality of support columns 10.
The rigid blocking surface 30 has higher rigidity than the plastic blocking surface 40 and is less prone to bending deformation.
In this example, a configuration in which the plasticity prevention surface 40 is constructed of a protective net will be described.

<2>支柱
支柱10は中間支柱と端末支柱を含む。
支柱10は設置面Gに埋設する埋設部11と、地表に突出する地上部12とを有する。
埋設部11と地上部12の長さは、設置現場や各阻止面30,40の高さ寸法等に応じて適宜の寸法を選択する。
<2> Strut The strut 10 includes an intermediate strut and a terminal strut.
The support column 10 has a buried part 11 buried in the installation surface G and an above-ground part 12 that protrudes above the ground surface.
The lengths of the buried portion 11 and the above-ground portion 12 are selected appropriately depending on the installation site, the height dimensions of the blocking surfaces 30 and 40, and the like.

<2.1>支柱の例示
支柱10としては、例えば、鋼管、H鋼、コラム、モルタル充填鋼管等の公知の支柱構造体を使用できる。
本例では、支柱10の断面形が円形を呈する形態について説明する。
<2.1> Examples of struts As the struts 10, for example, known strut structures such as steel pipes, H steel, columns, and mortar-filled steel pipes can be used.
In this example, a configuration in which the cross-sectional shape of the support column 10 is circular will be described.

<2.2>支柱の埋設部
本例では、支柱10の埋設部11を地盤に削孔した建込孔14に建て込み、モルタル等の固結材15を充填する形態を示しているが、支柱10の埋設部11をコンクリート基礎に埋設して立設してもよい。
<2.2> Embedded portion of support column In this example, the buried portion 11 of the support support 10 is built into a construction hole 14 drilled in the ground, and is filled with a consolidating material 15 such as mortar. The buried portion 11 of the support column 10 may be buried in a concrete foundation and then erected.

<2.3>支柱の地上部 <2.3> Above-ground part of the support

本例では、支柱10の地上部12の下層側に透過型の剛性阻止面30を形成し、透過型の剛性阻止面30の上位であって、地上部12の上層側に塑性阻止面40を形成して形態について説明する。 In this example, a transparent rigid blocking surface 30 is formed on the lower layer side of the above ground section 12 of the support 10, and a plastic blocking surface 40 is formed on the upper layer side of the above ground section 12 above the transparent rigid blocking surface 30. Form it and explain its form.

以降の説明に際し、地上部12のうち、剛性阻止面30を取り付ける範囲を下層部12aと定義し、塑性阻止面40を取り付ける範囲を上層部12bと定義して説明する。 In the following description, the range of the above-ground part 12 where the rigid blocking surface 30 is attached is defined as the lower layer section 12a, and the range where the plastic blocking surface 40 is attached is defined as the upper layer section 12b.

<2.3.1>支柱の下層部
地上部12の下層部12aは、透過型の剛性阻止面30を設ける部位であり、その外周面は突起物のない平滑面として形成してある。
<2.3.1> Lower part of the strut The lower part 12a of the ground part 12 is a part where a transparent rigid blocking surface 30 is provided, and its outer peripheral surface is formed as a smooth surface without any protrusions.

<2.3.2>支柱の上層部
地上部12の上層部12bは、塑性阻止面40を設ける部位であり、その外周面には複数のネット取付要素(例えばブラケット等)が設けてある。
防護ネットの構成部材に応じたネット取付要素は公知であり、上層部12bに公知のネット取付要素を設ける。
<2.3.2> Upper part of the strut The upper part 12b of the ground part 12 is a part where the plastic prevention surface 40 is provided, and a plurality of net attachment elements (for example, brackets, etc.) are provided on the outer peripheral surface thereof.
Net attachment elements corresponding to the constituent members of the protective net are known, and the known net attachment elements are provided on the upper layer 12b.

<3>透過型の剛性阻止面
透過型の剛性阻止面30は、主に崩落土砂を対象とした撓み変形量が非常に少ない高剛性の阻止面であり、阻止面の一部には複数の横向きスリット32が多段的に形成してある。
剛性阻止面30の全体の高さは、予想される崩落土砂の崩落量等に応じて適宜選択する。
<3> Transparent-type rigid blocking surface The transparent-type rigid blocking surface 30 is a highly rigid blocking surface with a very small amount of deflection deformation, mainly targeting collapsed earth and sand, and a part of the blocking surface has a plurality of The horizontal slits 32 are formed in multiple stages.
The overall height of the rigid blocking surface 30 is appropriately selected depending on the expected amount of collapsed earth and sand.

図2,3を参照して透過型の剛性阻止面30の一例について説明する。
透過型の剛性阻止面30は、所定の間隔を隔てて横列した高剛性の横梁31の集合体で構成する。
本例では、連結装置20を介して横梁31の端部を支柱10の地上部11に対して着脱自在で、且つ上下方向に向けて回動可能に連結する形態について説明する。
An example of the transmission-type rigid blocking surface 30 will be described with reference to FIGS. 2 and 3.
The transmission type rigid blocking surface 30 is constituted by an assembly of highly rigid cross beams 31 arranged in a row at a predetermined interval.
In this example, a configuration will be described in which the end of the cross beam 31 is connected to the above-ground part 11 of the column 10 via the connection device 20 in a manner that is detachable and rotatable in the vertical direction.

本例では、隣り合う支柱10,10の内側中央に横梁31を横架する形態について説明するが、横梁31は隣り合う支柱10,10の斜面山側または斜面谷側に横架してもよい。 In this example, a mode will be described in which the cross beam 31 is installed horizontally at the inner center of the adjacent support columns 10, 10, but the cross beam 31 may be installed horizontally on the slope mountain side or the slope valley side of the adjacent support columns 10, 10.

<3.1>連結装置
連結装置20は支柱10と横梁31との間を連結するための連結具である。
図3に例示した連結装置20について説明すると、連結装置20は、支柱10の下層部12aに連結可能な環状のソケット部21と、ソケット部21の外周面に横向きに突設した受筒23とを具備する。
<3.1> Connecting device The connecting device 20 is a connecting tool for connecting the support column 10 and the cross beam 31.
To explain the connecting device 20 illustrated in FIG. 3, the connecting device 20 includes an annular socket portion 21 that can be connected to the lower layer portion 12a of the support column 10, and a receiving tube 23 that projects laterally from the outer peripheral surface of the socket portion 21. Equipped with.

<3.1.1>ソケット部
ソケット部21は上下に貫通した連結孔22を有する。連結孔22は、支柱10の地上部12を構成する下層部12aに外装して係留可能な径を有する。
ソケット部21の連結孔22を支柱10の下層部12aに外装可能な寸法にするのは、支柱10を中心として横梁31を横方向に向けて回動自在に連結するためである。
<3.1.1> Socket Portion The socket portion 21 has a connection hole 22 that passes through the top and bottom. The connecting hole 22 has a diameter that allows it to be externally moored to the lower layer part 12a that constitutes the above-ground part 12 of the support column 10.
The reason why the connection hole 22 of the socket part 21 is dimensioned to be able to be attached to the lower part 12a of the support column 10 is to connect the cross beam 31 so as to be rotatable laterally around the support support 10.

ソケット部21は無端構造でもよいが、ソケット部21を複数の分割体で構成し、円弧状を呈する各分割体の両端をボルト等で連結して環状に組み立ててもよい。
ソケット部21を複数の分割体で構成した場合は、先行して立設した支柱10の周面に連結装置20を後付けできる。
The socket portion 21 may have an endless structure, but the socket portion 21 may be composed of a plurality of divided bodies, and both ends of each divided body having a circular arc shape may be connected with bolts or the like and assembled into an annular shape.
When the socket part 21 is constructed from a plurality of divided bodies, the connecting device 20 can be attached later to the circumferential surface of the support column 10 that has been previously erected.

<3.1.2>受筒
ソケット部21の外周面には、溶接等により横向きの受筒23を突設する。
受筒23は横梁31の端部を回動可能にピン結合するための受材であり、縦向きの板面には支軸25を貫挿するための横長の長孔24が設けてある。
<3.1.2> Receiving tube A horizontal receiving tube 23 is provided protruding from the outer peripheral surface of the socket portion 21 by welding or the like.
The receiving tube 23 is a receiving member for rotatably pin-coupling the end of the cross beam 31, and a horizontally elongated hole 24 for inserting the support shaft 25 is provided in the vertical plate surface.

本例では、受筒23とソケット部21との高さに高低差を設けて、連結装置20の側面形状を略L字形に形成した形態について説明するが、受筒23とソケット部21との高さを同一寸法に揃えてもよい。 In this example, a configuration will be described in which a height difference is provided between the receiving tube 23 and the socket part 21, and the side surface shape of the coupling device 20 is formed into a substantially L-shape. They may have the same height.

本例のように、ソケット部21の高さを受筒23の高さのほぼ1/2にすることで、複数の連結装置20を多段的に積み上げる際に連結装置20の上下の向き交互に変えること、隣り合うスパンにおける横梁31を同一レベルに揃えて横架することができる。 As in this example, by setting the height of the socket part 21 to approximately 1/2 of the height of the receiving tube 23, when stacking a plurality of coupling devices 20 in multiple stages, the vertical direction of the coupling devices 20 can be changed alternately. In addition, the horizontal beams 31 in adjacent spans can be placed on the same level.

連結装置30は既述した例示の形態に限定されず、要は支柱10の地上部12に多段的に取り付けできて、連結装置30を介して隣り合う支柱10の間に20の間に複数の横梁31を着脱可能で、且つ上下に向けて揺動可能に横架できる構造であればよい。 The connecting device 30 is not limited to the above-mentioned example form, but in short, it can be attached to the above-ground part 12 of the support column 10 in multiple stages, and a plurality of connection devices 20 can be connected between adjacent support columns 10 via the connection device 30. Any structure may be used as long as the cross beam 31 can be attached and detached and horizontally mounted so as to be swingable vertically.

<3.2>横梁
横梁31は隣り合う支柱10間(1スパン間)に横架可能な全長を有する曲げ耐力の大きな高剛性の部材である。
横梁31の側面には連続した帯面31aを形成している。帯面31aが各種の崩落物の捕捉面(受撃面)として機能する。
帯面31aの縦幅(高さ)寸法は、崩落物の種類や崩落量等に応じて適宜選択する。
具体的には、斜面の高さ、斜面の勾配、支柱間距離等を基に算出した崩落物による衝撃力に耐え得るように、横梁31の強度や帯面31aの縦幅(高さ)寸法を設計する。
横梁31の端部近くには、横梁31を貫通した横孔33が形成してある。
<3.2> Cross beam The cross beam 31 is a highly rigid member with a large bending strength and has a full length that can be horizontally installed between adjacent columns 10 (one span).
A continuous band surface 31a is formed on the side surface of the cross beam 31. The belt surface 31a functions as a catching surface (receiving surface) for various types of fallen objects.
The longitudinal width (height) of the band surface 31a is appropriately selected depending on the type of fallen object, the amount of fallen object, and the like.
Specifically, the strength of the cross beam 31 and the vertical width (height) dimension of the band surface 31a are determined in order to withstand the impact force caused by the collapsed object, which is calculated based on the height of the slope, slope slope, distance between supports, etc. design.
A horizontal hole 33 passing through the cross beam 31 is formed near the end of the cross beam 31.

横梁31としては、例えば、H鋼、鋼管、コラム、モルタル充填鋼管等を使用できる。
実用上は、コラム内にH鋼を挿入した後にモルタル等の充填材を充填したモルタル充填鋼管が望ましい。
As the cross beam 31, for example, H steel, a steel pipe, a column, a mortar-filled steel pipe, etc. can be used.
Practically, it is desirable to use a mortar-filled steel pipe in which the H steel is inserted into the column and then filled with a filler such as mortar.

<3.3>連結装置と横梁との間のピン接合
横梁31の端部と連結装置20の間は、受筒23の長穴24と横梁31の横孔33に支軸25を挿通して枢支する。
横梁31の端部と連結装置20との間を支軸35で枢支するのは、連結装置20に対して横梁31を上下方向へ向けた傾倒(回動)を可能にするためである。
<3.3> Pin connection between the connecting device and the cross beam The support shaft 25 is inserted between the end of the cross beam 31 and the connecting device 20 by inserting it into the elongated hole 24 of the receiver 23 and the horizontal hole 33 of the cross beam 31. Support.
The reason why the end of the cross beam 31 and the connecting device 20 are supported by the support shaft 35 is to enable the horizontal beam 31 to tilt (rotate) in the vertical direction with respect to the connecting device 20.

<3.4>横向きスリット
上下に隣り合う横梁31の間には横向きスリット32を形成する。
横向きスリット32は、排水機能だけでなく、崩落物の緩衝機能を併有する。
横向きスリット32の幅寸法(間隔)は、斜面の勾配角度や崩落物の種類等の現場環境を考慮して適宜選択する。
<3.4> Horizontal slit A horizontal slit 32 is formed between vertically adjacent horizontal beams 31.
The horizontal slit 32 has not only a drainage function but also a function of cushioning fallen debris.
The width dimension (interval) of the horizontal slits 32 is appropriately selected in consideration of the site environment, such as the slope angle and the type of fallen objects.

実用上、横向きスリット32の幅寸法は、横梁31の幅寸法(帯面31aの縦幅寸法)の約0.5~2倍程度が好ましい。
横梁31の幅寸法が横梁31の幅寸法の0.5より狭いと、崩落物の透過性が極端に悪く何って緩衝効果が悪化し、横梁31の幅寸法が横梁31の幅寸法の2倍を超えると
崩落物が透過し易くなって緩衝効果が著しく低下する。
Practically speaking, the width of the horizontal slit 32 is preferably about 0.5 to 2 times the width of the horizontal beam 31 (the vertical width of the band surface 31a).
If the width of the cross beam 31 is narrower than 0.5 of the width of the cross beam 31, the permeability of fallen objects will be extremely poor, and the buffering effect will deteriorate. If it exceeds twice that, it becomes easier for debris to pass through, and the buffering effect is significantly reduced.

<4>塑性阻止面
塑性阻止面40は、主に落石を対象とした可撓性を有する阻止面であり、ロープ製の防護ネットにより構成する。
塑性阻止面40の高さは現場の状況に応じて適宜選択する。
<4> Plastic blocking surface The plastic blocking surface 40 is a flexible blocking surface mainly intended for falling rocks, and is constituted by a protective net made of rope.
The height of the plastic prevention surface 40 is appropriately selected depending on the situation at the site.

塑性阻止面40を構成する防護ネットは、隣り合う一対の支柱10の間にスパン単位で横架する形態、または複数スパンに亘って連続して横架する形態を含む。 The protective net constituting the plasticity prevention surface 40 includes a configuration in which it is horizontally suspended between a pair of adjacent pillars 10 in units of spans, or a configuration in which it is horizontally suspended continuously over a plurality of spans.

<4.1>塑性阻止面の例示
図1に例示した塑性阻止面40を構成する防護ネットは、複数の支柱10の間に多段的に横架した複数の横ロープ41と、阻止面全面を覆う金網製のネット材45とを具備する。
図4に拡大して示すように、横ロープ41の両端は、例えばボルト式の連結素子42とUボルトセット43を介して支柱10の周面に突設した取付ブラケット13に連結する。
<4.1> Illustration of a plastic prevention surface The protective net constituting the plastic prevention surface 40 illustrated in FIG. A covering net material 45 made of wire mesh is provided.
As shown in an enlarged view in FIG. 4, both ends of the horizontal rope 41 are connected to a mounting bracket 13 protruding from the circumferential surface of the support column 10 via, for example, a bolt-type connecting element 42 and a U-bolt set 43.

防護ネットは本例に限定されず、ワイヤロープまたは金網等のネット材の何れかひとつ、またはワイヤロープとネット材を組み合わせたものでもよい。
さらに防護ネットは、緩衝金具を具備する形態でもよいし、緩衝具を具備しない形態でもよい。
The protective net is not limited to this example, and may be any one of net materials such as wire rope or wire mesh, or a combination of wire rope and net material.
Further, the protective net may be provided with a shock absorber or may be provided with no shock absorber.

[防護柵の構築方法]
つぎに防護柵の構築方法について説明する。
[How to build a protective fence]
Next, we will explain how to construct a protective fence.

<1>支柱の立設
図5を参照して説明すると、設置面Gに建込孔14を削孔した後、立設予定の支柱10の埋設部11を建込孔14に建て込んで立設する。
モルタル等の固結材15は、支柱10の建込前に予め建込孔14に充填しておいてもよいし、支柱10の建込後に充填してもよい。
<1> Erecting the pillars To explain with reference to FIG. 5, after drilling the erection hole 14 on the installation surface G, the buried part 11 of the pillar 10 to be erected is inserted into the erection hole 14, and then the erection hole 14 is drilled in the installation surface G. Set up
The consolidating material 15 such as mortar may be filled in the erection hole 14 before the pillar 10 is erected, or may be filled after the pillar 10 is erected.

連結装置20が無端構造である場合は、支柱10の埋設部11に予め複数の連結装置20を装着した状態で支柱10を立設する。
必要に応じて、隣り合う支柱10の頭部間に上弦材13を横架する。
When the coupling device 20 has an endless structure, the column 10 is erected with a plurality of coupling devices 20 attached to the buried portion 11 of the column 10 in advance.
If necessary, an upper chord member 13 is horizontally suspended between the heads of adjacent struts 10.

<2>透過型の剛性阻止面の形成
図1~3を参照して説明すると、支柱10の下層部12aに設けた隣り合う連結装置20,20の間に横梁31を配置し、横梁31の両端部を連結装置20の受筒21に挿し込み、支軸25を介して回動可能に枢支する。
隣り合う支柱10の間に複数の横梁31を積み重ねて横架する際に、上下の横梁31の間に横向きスリット32を形成しながら、透過型の剛性阻止面30を構築する。
<2> Formation of Transmissive Type Rigid Blocking Surface Explaining with reference to FIGS. 1 to 3, the cross beam 31 is arranged between the adjacent coupling devices 20, 20 provided on the lower part 12a of the column 10, and the cross beam 31 is Both ends are inserted into the receiving cylinder 21 of the coupling device 20, and are rotatably supported via the support shaft 25.
When a plurality of cross beams 31 are stacked and horizontally mounted between adjacent columns 10, a transmissive rigid blocking surface 30 is constructed while forming a horizontal slit 32 between the upper and lower cross beams 31.

本発明では、隣り合う支柱10の地上部12の間に複数の横梁31を高さ方向に間隔を隔てて横架することで、透過性の剛性阻止面30を形成することができる。 In the present invention, the transparent rigid blocking surface 30 can be formed by horizontally extending a plurality of cross beams 31 between the ground parts 12 of adjacent columns 10 at intervals in the height direction.

また、横梁31の端部と支柱10との間が連結装置20を介して支柱10を中心として回動自在に連結してあるので、防護柵を構成する複数の横梁31を任意の曲率にカーブさせて設置することができる。
さらに、横梁31の端部と支柱10との連結部を上下方向へ向けて回動可能に枢支してあるため、設置面Gに不均一の勾配や傾斜があっても、設置面Gの勾配や傾斜に追従させて横梁31を設置することができる。
そのため、設置面Gを事前に整地する必要がなくなる。
さらに、横梁31は作業員が運搬可能であることから、重機類用いずに横梁31を人力だけで設置して透過型の剛性阻止面30を容易に構築することができる。
Furthermore, since the ends of the cross beams 31 and the support columns 10 are connected via the connecting device 20 so as to be rotatable around the support columns 10, the plurality of cross beams 31 constituting the protective fence can be curved to an arbitrary curvature. It can be installed by
Furthermore, since the connecting portion between the end of the cross beam 31 and the support column 10 is rotatably supported in the vertical direction, even if the installation surface G has an uneven slope or inclination, the installation surface The cross beam 31 can be installed to follow the gradient or inclination.
Therefore, there is no need to level the installation surface G in advance.
Further, since the cross beams 31 can be transported by a worker, the transparent rigid blocking surface 30 can be easily constructed by installing the cross beams 31 only by hand without using heavy machinery.

<3>塑性阻止面の形成
図1,4を参照して説明すると、支柱10の上層部12bの間に複数の横ロープ41を多段的に横架すると共に、阻止面全面をネット材45で覆って塑性阻止面40を形成する。
必要に応じて、隣り合う横ロープ41の間に公知の間隔保持材44を設置する。
<3> Formation of plastic prevention surface Referring to FIGS. 1 and 4, a plurality of horizontal ropes 41 are horizontally strung in multiple stages between the upper part 12b of the support column 10, and the entire surface of the prevention surface is covered with a net material 45. A plastic blocking surface 40 is formed thereon.
If necessary, a known spacing member 44 is installed between adjacent horizontal ropes 41.

<4>その他の防護柵の構築方法
既述したように本例では、先行して支柱10を立設した後に複数の横梁31を後付けして透過型の剛性阻止面30を構築する形態について説明したが、透過型の剛性阻止面30の構築方法はこの形態に限定されるものではなく、支柱10の立設作業と横梁31の横架作業を逆にしてもよい。
<4> Other methods of constructing a protective fence As described above, in this example, a configuration will be described in which a plurality of cross beams 31 are installed after the pillars 10 are erected in advance to construct a transparent rigid blocking surface 30. However, the method of constructing the transmission-type rigid blocking surface 30 is not limited to this form, and the work of erecting the pillars 10 and the work of horizontally mounting the cross beams 31 may be reversed.

すなわち、複数の連結装置20を段積みしつつ、隣り合う連結装置20の間に横梁31を横架して透過型の剛性阻止面30を先行して構築する。
先行して段積みした複数の連結装置20に後から支柱10の埋設部11を挿し込んで立設して支柱10と横梁31を一体化する。
That is, while stacking a plurality of connecting devices 20, the cross beams 31 are horizontally placed between adjacent connecting devices 20, and the transparent rigid blocking surface 30 is constructed in advance.
The buried portion 11 of the support column 10 is later inserted into the plurality of connecting devices 20 stacked in advance and erected, thereby integrating the support column 10 and the cross beam 31.

[防護柵の捕捉機能]
つぎに防護柵の捕捉機能について説明する。
[Security fence capture function]
Next, the capture function of the protective fence will be explained.

1.透過型の剛性阻止面による機能 1. Features a transparent rigid blocking surface

<1>透過型の剛性阻止面による崩落物の捕捉作用
図6を参照して透過型の剛性阻止面30による崩落土砂等の崩落物Wの捕捉作用について説明する。
崩落土砂等の崩落物Wが防護柵へ向けて滑落すると、防護柵の地表部に近い透過型の剛性阻止面30に衝突する。
剛性阻止面30に作用した崩落物Wの衝撃力は、複数の横梁31の強度により支持され、剛性阻止面30の上流側の帯面31aに崩落物Wが捕捉される。
<1> Capturing action of fallen objects by transparent type rigid blocking surface Referring to FIG. 6, the capturing effect of fallen objects W1 such as collapsed earth and sand by the transparent type rigid blocking surface 30 will be described.
When the fallen object W1 such as fallen earth and sand slides down toward the protection fence, it collides with a transparent rigid blocking surface 30 near the ground surface of the protection fence.
The impact force of the fallen object W1 acting on the rigid prevention surface 30 is supported by the strength of the plurality of cross beams 31, and the fallen object W1 is captured on the band surface 31a on the upstream side of the rigid prevention surface 30.

<2>透過型の剛性阻止面の変形性
透過型の剛性阻止面30は、曲げ耐力の大きな高剛性の横梁31で構成されている。
そのため、各横梁31の帯面31aに大きな衝撃力が作用しても、横梁31に下流側へ向けた大きな曲げ変形が生じない。
このように本発明では、剛性阻止面30の変形量を小さく抑制できるので、近隣に道路、鉄道、住宅等の保護対象物が存在する場合であっても、保護対象物から過大に離隔して防護柵を設置する必要がなくなる。
<2> Deformability of transparent type rigid blocking surface The transparent type rigid blocking surface 30 is composed of a highly rigid cross beam 31 with a large bending strength.
Therefore, even if a large impact force acts on the band surface 31a of each cross beam 31, large bending deformation toward the downstream side does not occur in the cross beam 31.
In this way, in the present invention, the amount of deformation of the rigid blocking surface 30 can be suppressed to a small value, so even if there is an object to be protected such as a road, railway, or house nearby, it is possible to prevent the rigid blocking surface 30 from being too far away from the object to be protected. There is no need to install a protective fence.

<3>透過型の剛性阻止面による緩衝作用
透過型の剛性阻止面30には、緩衝機能を有する複数の横向きスリット32が開設してあることから、崩落土砂等の崩落物Wが横向きスリット32を透過する際に運動エネルギーが減衰される。
そのため、透過型の剛性阻止面30を構成する横梁31の荷重負担が軽減されるだけでなく、横梁31を支持する支柱10の荷重負担も軽減される。
<3> Buffering effect by the transparent type rigid blocking surface Since the transparent type rigid blocking surface 30 is provided with a plurality of horizontal slits 32 having a buffering function, the collapsed object W1 such as collapsed earth and sand can be absorbed through the horizontal slits. The kinetic energy is attenuated as it passes through 32.
Therefore, not only the load burden on the cross beam 31 that constitutes the transparent rigid blocking surface 30 is reduced, but also the load burden on the pillar 10 that supports the cross beam 31 is reduced.

<4>透過型の剛性阻止面による排水作用
剛性阻止面30が複数の横向きスリット32を具備した透過構造を呈するので、崩落物Wの崩落前においては、横向きスリット32を通じて雨水が流下して防護柵の上流側に水が溜まることがない。
また、透過型の剛性阻止面30の上流側に崩落物Wを捕捉した状態であっても、横向きスリット32を通じて下流側へ向けて自然に排水できるので、防護柵に特別な排水処理を施す必要がない。
<4> Drainage action by the transparent rigid blocking surface Since the rigid blocking surface 30 has a transparent structure with a plurality of horizontal slits 32, rainwater does not flow down through the horizontal slits 32 before the collapsed object W1 collapses. Water does not accumulate on the upstream side of the protective fence.
Furthermore, even if the fallen debris W1 is captured on the upstream side of the transparent rigid blocking surface 30, it can be naturally drained downstream through the horizontal slits 32, so special drainage treatment can be applied to the protective fence. There's no need.

<5>崩落物の撤去作業
透過型の剛性阻止面30を構成する各横梁31は着脱可能な構造になっているため、支軸25を抜き取ることで、スパン単位で横梁31を簡単に撤去することができる。
そのため、透過型の剛性阻止面30の上流側に堆積した崩落土砂等の崩落物Wを容易に撤去することができる。
<5> Removal of fallen objects Since each cross beam 31 that constitutes the transparent rigid blocking surface 30 has a removable structure, the cross beams 31 can be easily removed span by span by removing the support shaft 25. be able to.
Therefore, the fallen material W1 such as fallen earth and sand accumulated on the upstream side of the transparent rigid blocking surface 30 can be easily removed.

<6>透過型の剛性阻止面の補修性について
透過型の剛性阻止面30はスパン単位で着脱可能な複数の横梁31で構成されている。
そのため、受撃により、一部の横梁31に変形や損傷が発生した場合は、必要最低限の横梁31を新たなものと交換することで、剛性阻止面30の補修を行うことができる。
<6> Regarding the repairability of the transparent type rigid blocking surface The transparent type rigid blocking surface 30 is composed of a plurality of cross beams 31 that can be attached and detached in units of spans.
Therefore, if some of the cross beams 31 are deformed or damaged due to the impact, the rigid blocking surface 30 can be repaired by replacing the minimum necessary cross beams 31 with new ones.

以上は透過型の剛性阻止面30に崩落土砂等の崩落物W が衝突した形態について説明したが、透過型の剛性阻止面30に落石等の崩落物Wが衝突した場合も既述した捕捉機能を発揮する。
The above description has been made regarding the case in which a fallen object W 1 such as fallen earth and sand collides with the rigid blocking surface 30 of a transparent type, but the case where a fallen object W 2 such as a falling rock collides with the rigid blocking surface 30 of a transparent type has also been described. Demonstrates capture function.

2.塑性阻止面による機能
図6に示すように、透過型の剛性阻止面30の設置高さを越えて、落石等の崩落物Wが落下した場合は、防護柵の塑性阻止面40が捕捉機能を発揮する。
塑性阻止面40による落石等の崩落物Wの捕捉作用は、公知であるので詳しい説明を省略する。
2. Function by plastic prevention surface As shown in FIG. 6, if a fallen object W2 such as a falling rock falls beyond the installation height of the transparent rigid prevention surface 30, the plastic prevention surface 40 of the protective fence has a catching function. demonstrate.
The trapping effect of the plastic blocking surface 40 on debris W 2 such as falling rocks is well known, so a detailed explanation will be omitted.

[実施例2]
<1>他の防護柵
先の実施例1では、防護柵の阻止面を透過型の剛性阻止面30と塑性阻止面40との組み合わせで構成する形態について説明したが、防護柵の阻止面を透過型の剛性阻止面30のみで構成してもよい。
図7に示すように、本例では、支柱10の地上部12の全長に亘って透過型の剛性阻止面30を形成する。
[Example 2]
<1> Other protective fences In the first embodiment described above, a configuration in which the blocking surface of the protective fence is configured by a combination of the transparent rigid blocking surface 30 and the plastic blocking surface 40 was explained. It may also be configured with only the transmission type rigid blocking surface 30.
As shown in FIG. 7, in this example, a transparent rigid blocking surface 30 is formed over the entire length of the above-ground part 12 of the support column 10.

<2>本例の効果
本実施例にあっては、防護柵の地上部の全面を透過型の剛性阻止面30で構成することで、同一の防護柵で以て崩落土砂等の崩落物Wだけでなく、落石等の崩落物Wについても効率的に捕捉することができる。
<2> Effects of this example In this example, by configuring the entire above-ground part of the protective fence with the transparent rigid blocking surface 30, the same protective fence can prevent debris such as collapsed earth and sand from being removed. It is possible to efficiently capture not only fallen objects W 1 but also fallen objects W 2 such as falling rocks.

G・・・・・支持面
10・・・・支柱
11・・・・支柱の埋設部
12・・・・支柱の地上部
12a・・・支柱の上層部
12b・・・支柱の下層部
13・・・・上弦材
14・・・・建込孔
20・・・・連結装置
21・・・・ソケット部
22・・・・連結孔
23・・・・受筒
24・・・・長孔
25・・・・支軸
30・・・・透過型の剛性阻止面
31・・・・横梁
31a・・・帯面
32・・・・横向きスリット
33・・・・横孔
40・・・・塑性阻止面(防護ネット)
41・・・・横ロープ
44・・・・間隔保持材
45・・・・ネット材
G...Supporting surface 10...Strut 11...Buried part 12 of the support...Above-ground part 12a of the support...Upper part 12b of the support...Lower part 13 of the support ... Upper chord member 14 ... Construction hole 20 ... Connection device 21 ... Socket part 22 ... Connection hole 23 ... Receiver tube 24 ... Long hole 25 ... ... Support shaft 30 ... Transparent rigid blocking surface 31 ... Transverse beam 31a ... Band surface 32 ... Lateral slit 33 ... Horizontal hole 40 ... Plastic blocking surface (protective net)
41...Horizontal rope 44...Space maintaining material 45...Net material

Claims (6)

間隔を隔てて支柱の埋設部を設置面に埋設して立設した複数の支柱と、隣り合う支柱の地上部の間に設けた撓み変形量が非常に少ない剛性阻止面と、該剛性阻止面の上位に設けた可撓性を有する塑性阻止面とを備え、前記剛性阻止面および塑性阻止面を通じて崩落土砂、雪崩、落石等の崩落物を捕捉する防護柵であって、
前記剛性阻止面に崩落物の一部の透過を許容する複数の横向きスリットを設けて透過型の剛性阻止面として形成したことを特徴とする、
防護柵。
A plurality of pillars that are erected with the buried parts of the pillars buried in the installation surface at intervals, a rigid blocking surface with a very small amount of deflection deformation provided between the above-ground parts of adjacent pillars, and the rigid blocking surface. A protective fence comprising a flexible plastic blocking surface provided above the rigid blocking surface and the plastic blocking surface to trap fallen objects such as fallen earth and sand, an avalanche, and falling rocks,
The rigid blocking surface is formed as a transparent rigid blocking surface by providing a plurality of horizontal slits that allow some of the fallen objects to pass through.
Protective fence.
前記透過型の剛性阻止面を複数の横梁で構成し、該横梁の側面に連続した帯面を形成したことを特徴とする、請求項1に記載の防護柵。 2. The protective fence according to claim 1, wherein the transparent rigid blocking surface is composed of a plurality of cross beams, and a continuous band surface is formed on the side surface of the cross beam. 前記支柱の地上部に連結装置を回動可能に外装し、前記連結装置と前記横梁の端部との間を横向きの支軸で枢支してピン接合としたことを特徴とする、請求項2に記載の防護柵。 Claim characterized in that a connecting device is rotatably externally mounted on the above-ground part of the support, and the connecting device and the end of the cross beam are pivotally supported by a horizontal support shaft to form a pin connection. The protective fence described in 2. 隣り合う支柱の地上部の間に前記複数の横梁を着脱自在に横架したことを特徴とする、請求項2に記載の防護柵。 3. The protective fence according to claim 2, wherein the plurality of cross beams are removably installed horizontally between the above-ground parts of adjacent pillars. 前記横梁がコンクリート充填鋼管製であることを特徴とする、請求項2に記載の防護柵。 The protective fence according to claim 2, characterized in that the cross beam is made of concrete-filled steel pipes. 前記塑性阻止面がロープ製またはネット製またはロープとネットを組み合わせた防護ネットであることを特徴とする、請求項1に記載の防護柵。 The protective fence according to claim 1, characterized in that the plastic prevention surface is a protective net made of rope, net, or a combination of rope and net.
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Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3013220U (en) 1994-12-28 1995-07-11 金森藤平商事株式会社 Support device for shock absorption fence
JP2005351047A (en) 2004-06-14 2005-12-22 Purotekku Engineering:Kk Reinforcing structure of guard fence
JP2010222936A (en) 2009-03-25 2010-10-07 Nippon Steel & Sumikin Metal Products Co Ltd Rockfall-avalanche preventing fence
JP2011047245A (en) 2009-08-28 2011-03-10 Purotekku Engineering:Kk Guard fence and captured object removing method therefor
JP2012052359A (en) 2010-09-02 2012-03-15 Sekisui Jushi Co Ltd Guard fence and attaching metal fitting for guard fence
JP2014101699A (en) 2012-11-20 2014-06-05 Protec Engineering Co Ltd Guard body and construction method thereof
JP2017095893A (en) 2015-11-19 2017-06-01 東京製綱株式会社 Guard fence
JP2017193857A (en) 2016-04-20 2017-10-26 日本サミコン株式会社 Attachment structure of transverse member and guard fence

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3013220U (en) 1994-12-28 1995-07-11 金森藤平商事株式会社 Support device for shock absorption fence
JP2005351047A (en) 2004-06-14 2005-12-22 Purotekku Engineering:Kk Reinforcing structure of guard fence
JP2010222936A (en) 2009-03-25 2010-10-07 Nippon Steel & Sumikin Metal Products Co Ltd Rockfall-avalanche preventing fence
JP2011047245A (en) 2009-08-28 2011-03-10 Purotekku Engineering:Kk Guard fence and captured object removing method therefor
JP2012052359A (en) 2010-09-02 2012-03-15 Sekisui Jushi Co Ltd Guard fence and attaching metal fitting for guard fence
JP2014101699A (en) 2012-11-20 2014-06-05 Protec Engineering Co Ltd Guard body and construction method thereof
JP2017095893A (en) 2015-11-19 2017-06-01 東京製綱株式会社 Guard fence
JP2017193857A (en) 2016-04-20 2017-10-26 日本サミコン株式会社 Attachment structure of transverse member and guard fence

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