JP2003003426A - Cushioning material for wall for falling stone - Google Patents

Cushioning material for wall for falling stone

Info

Publication number
JP2003003426A
JP2003003426A JP2001226784A JP2001226784A JP2003003426A JP 2003003426 A JP2003003426 A JP 2003003426A JP 2001226784 A JP2001226784 A JP 2001226784A JP 2001226784 A JP2001226784 A JP 2001226784A JP 2003003426 A JP2003003426 A JP 2003003426A
Authority
JP
Japan
Prior art keywords
outer frame
cushioning material
prevention wall
impact
resin container
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP2001226784A
Other languages
Japanese (ja)
Inventor
Choji Saito
兆司 齋藤
Hironori Amano
博紀 天野
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
AMANO KIKAKU KAIHASTU KK
Sanwa Kousan Co Ltd
Original Assignee
AMANO KIKAKU KAIHASTU KK
Sanwa Kousan Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by AMANO KIKAKU KAIHASTU KK, Sanwa Kousan Co Ltd filed Critical AMANO KIKAKU KAIHASTU KK
Priority to JP2001226784A priority Critical patent/JP2003003426A/en
Publication of JP2003003426A publication Critical patent/JP2003003426A/en
Pending legal-status Critical Current

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  • Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)

Abstract

PROBLEM TO BE SOLVED: To attain standardization in addition to the ensuring of the level of the cushioning effect of a conventional cushioning material for a wall for a falling stone, to obtain convenience in conveyance and installation works by light weight and to acquire a sanitary state and facilitate maintenance. SOLUTION: A light-weight integral type cushioning material for the wall for the falling stone, by which impact load is dispersed and absorbed by a cushioning layer combined by a foamed resin such as foamed styrene, a hollow resin vessel and a shock dispersing plate and an outer frame body molded of glass fiber-filled reinforced plastics or a synthetic resin having equal physical and chemical characteristics, is provided.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【発明の属する技術分野】この発明は、山間部などの落
石発生源の下部で、落下する転石、岩塊等を阻止する落
石防止壁、更には落石防止柵用、崩壊土砂防護柵の緩衝
効果のある緩衝材に係る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a rockfall prevention wall for preventing falling rocks, rocks, etc. at a lower portion of a rockfall generation source such as a mountain area, and further, a buffer effect for a rockfall prevention fence and a collapsed sediment protection fence. It is related to the cushioning material.

【0002】[0002]

【従来の技術】従来の落石防止壁は、落石防止箇所に打
設する基礎コンクリートに数メートル間隔で斜面に垂直
にH形鋼からなるメインポストを延設し、メインポスト
を延設した基礎コンクリートの谷側に別のあるいは同一
の基礎コンクリートを打設し、延設したメインポストの
基礎コンクリート固体端とは反する部分と谷側に打設し
た基礎コンクリートをH形鋼からなるサポートで連結固
定し、サポートとメインポストの基部相互を底部つなぎ
で連結固定する。更に、基礎コンクリートに固定したメ
インポストの上には壁材上に古タイヤを支持し、緩衝材
として用い、落石防止壁を形成していた。
2. Description of the Related Art A conventional rockfall prevention wall is a basic concrete in which a main post made of H-shaped steel is extended at a distance of several meters perpendicularly to a slope at a foundation concrete to be placed at a rockfall prevention location, and the main post is extended. Another or the same foundation concrete is placed on the valley side of, and the part of the extended main post that is opposite to the solid concrete end is connected and the foundation concrete placed on the valley side is connected and fixed with a support made of H-shaped steel. , The base of the support and the main post are connected and fixed with the bottom joint. Furthermore, on the main post fixed to the foundation concrete, old tires were supported on the wall material and used as a cushioning material to form a rockfall prevention wall.

【0003】この古タイヤからなる緩衝材は、落石によ
る衝撃で壁本体が破損することのないようにするためで
あり、緩衝材として古タイヤが使われるのは、落石防止
壁の設置すべき箇所が一般に山間部等運送不便な場所に
有るのに対して、軽量のため搬送作業が容易なこと、中
古タイヤが廉価なため経済的なこと、また、廃材利用促
進目的ということにもよる。古タイヤは、各々近接させ
て番線で結束し、落石の規模にもよるが厚さ70cmに
なるように積層する。
The cushioning material made of old tires is used to prevent the wall body from being damaged by the impact of rock fall. The old tires are used as cushioning material at places where rock fall prevention walls should be installed. Although it is generally located in a mountainous area where transportation is inconvenient, it is easy to carry because of its light weight, it is economical because used tires are cheap, and it is also intended to promote the use of waste materials. The old tires are closely bound to each other with a numbered wire, and are stacked so that the thickness is 70 cm, depending on the scale of rock fall.

【0004】また、古タイヤに代えて土砂あるいは土嚢
を壁材上に支持するサンドクッション工法が用いられる
こともある。このサンドクッション工法では、土砂ある
いは土嚢中に落石等がめり込む形になり落石を吸収して
いた。
In addition, a sand cushion method for supporting earth or sand or sandbags on a wall material may be used instead of the old tire. In this sand cushion method, rock fall was absorbed into the sand or sandbags to absorb the rock fall.

【0005】[0005]

【発明が解決しようとする課題】従来落石防止壁で使用
される古タイヤは、中空で内部にチューブも入っていな
い構造からなり、また古タイヤは同一方向に積層してい
るに過ぎない。そのため、少ない積層では上方から落下
してきた落石の横方向への応力の分散が充分に出来ず、
より大きな荷重が加わると、偏平に変形し衝撃エネルギ
ーの吸収量が低下する問題点を有していた。このため規
定では、落石の規模にもよるが近接させて番線で結束し
た古タイヤを、厚さ70cmすなわち5層に積層してい
る。
The old tire used in the conventional rockfall prevention wall has a hollow structure with no tube inside, and the old tires are merely laminated in the same direction. Therefore, with a small number of layers, it is not possible to disperse stress in the lateral direction of the rockfall that has fallen from above,
When a larger load is applied, it deforms flat and the amount of impact energy absorbed decreases. For this reason, according to the regulations, old tires that are closely tied together by a number wire are laminated to have a thickness of 70 cm, that is, five layers, depending on the scale of rockfall.

【0006】しかし、多段積層になるほど山間部にある
現場の地形と落石防止壁の構造から、各々近接させて番
線で結束することは、設置作業に多くの時間を要し経済
的ではなく、延いては設置作業中の落石による作業員の
安全対策にも考慮しなければならないという問題点を有
していた。
[0006] However, because of the topography of the site and the structure of the rockfall prevention wall in the mountainous area where multiple layers are stacked, it is not economical because it takes a lot of time for installation work and it is not economical to tie them together with a tie wire. In addition, there is a problem that it is necessary to consider safety measures for workers due to falling rocks during installation work.

【0007】さらに、番線の腐食により積層崩れが起こ
りやすくなるなど経年変化により適正な緩衝材としての
姿が維持できないという問題点も有していた。
Further, there is a problem in that the appearance as a proper cushioning material cannot be maintained due to secular change, such as stacking failure easily occurring due to corrosion of the wire.

【0008】また、古タイヤは構造から雨水が溜まりや
すく蚊等の害虫の発生や臭いが生じるなど、民家や公共
施設に隣接して立地するケースでは衛生面でも配慮しな
ければならないという問題点も有していた。
[0008] In addition, since old tires tend to accumulate rainwater due to their structure and generate harmful insects such as mosquitoes and smell, there is a problem in that hygiene must be taken into consideration when the tires are located adjacent to private houses or public facilities. Had.

【0009】古タイヤに以外に土砂あるいは土嚢を壁材
上に積みあげるサンドクッション工法が用いられること
もある。このサンドクッション工法では、土砂あるいは
土嚢中に落石等がめり込む形になるため、落石時等の動
的荷重時の荷重分配効果が優れているという利点を有す
る。しかしながら、サンドクッション工法は、被荷重が
大であり、応力の発生もまた大であり、また、雨等の物
理的アタックによりその適正な形状を維持できず緩衝効
果が常に一定ではない。さらに重量があるため、山間部
等の設置場所への搬送が困難となるなどの問題点を有し
ていた。
In addition to old tires, a sand cushion construction method of stacking sand or sandbags on a wall material may be used. This sand cushion method has an advantage that a load distribution effect is excellent when a dynamic load is applied, such as rock fall, because rock fall or the like is embedded in the sand or sandbags. However, in the sand cushion method, a large load is applied and a large amount of stress is generated, and its physical shape cannot be maintained due to physical attack such as rain, so that the cushioning effect is not always constant. Further, since it is heavy, it has a problem that it is difficult to carry it to an installation place such as a mountain area.

【0010】[0010]

【課題を解決するための手段】そこで本発明は、発泡ス
チレンなどの発泡樹脂と中空の樹脂容器と衝撃分散板と
で組み合わされた緩衝層と、ガラス繊維入り強化プラス
チックあるいは同等の物理的、化学的特性を有する合成
樹脂により成型した外枠体とにより衝撃荷重を分散、吸
収することを特徴とする軽量で一体型の落石防止壁用緩
衝材を提供することにより上述の課題を解決する。
Therefore, according to the present invention, a buffer layer formed by combining a foamed resin such as foamed styrene, a hollow resin container, and an impact dispersion plate, a glass fiber-reinforced plastic, or an equivalent physical or chemical material. The above-mentioned problem is solved by providing a lightweight and integrated shock absorbing material for a rockfall prevention wall, which is characterized in that an impact load is dispersed and absorbed by an outer frame body formed of a synthetic resin having specific characteristics.

【0011】[0011]

【作用】落石の衝撃力が本発明の落石防止壁用緩衝材に
加わると、外枠体の変形と発泡樹脂の衝撃吸収と衝撃分
散板の衝撃分散効果及び中空の樹脂容器の変形で本発明
の緩衝材が該衝撃力を吸収することにより、落石防止壁
への落石衝撃力を緩和しかつ面状に分散させる。
When the impact force of rock fall is applied to the shock absorbing material for a rock fall prevention wall of the present invention, the outer frame body is deformed, the foam resin is shock-absorbed, the shock-dispersing plate has a shock-dispersing effect, and the hollow resin container is deformed. The shock absorbing material absorbs the impact force, so that the impact force of the rock fall on the rock fall prevention wall is relaxed and dispersed in a plane.

【0012】[0012]

【発明の実施形態】本発明の落石防止壁用緩衝材は、ガ
ラス繊維入り強化プラスチックあるいは同等の物理的、
化学的特性を有する合成樹脂により成型された外枠体
と、発泡スチレンなどの発泡樹脂、衝撃分散板、中空の
密閉あるいは小孔を持つ中空の樹脂容器からなる緩衝層
により外枠体の内部を構成し、落石の衝撃を緩和する。
落石の衝撃はまずガラス繊維入り強化プラスチックなど
の樹脂で成型した外枠体に当たり、ガラス繊維入り強化
プラスチックの弾力で衝撃を緩衝材の全体に分散させ
る。そして発泡樹脂によりその衝撃を吸収し、吸収、緩
和された衝撃を中間にある衝撃分散板によりさらに分散
させる。次に中空の樹脂容器構造の空気圧縮変形エネル
ギーで衝撃をさらに緩和し、最後に衝撃分散板と外枠体
の底板により、さらに衝撃の分散を行い落石防止壁の構
造体への衝撃を分散させ緩和する。
BEST MODE FOR CARRYING OUT THE INVENTION The cushioning material for a rockfall prevention wall of the present invention is a reinforced plastic containing glass fiber or a physical equivalent thereof.
The outer frame body is made of synthetic resin having chemical characteristics, and the inner layer of the outer frame body is composed of a foamed resin such as styrene foam, an impact dispersion plate, and a buffer layer consisting of a hollow sealed or hollow resin container with small holes. Composing and cushioning the impact of falling rocks.
The impact of the rockfall hits the outer frame made of resin such as reinforced plastic containing glass fiber, and the impact of the reinforced plastic containing glass fiber is dispersed throughout the cushioning material. Then, the impact is absorbed by the foamed resin, and the absorbed and cushioned impact is further dispersed by the impact dispersion plate in the middle. Next, the impact is further alleviated by the air compression deformation energy of the hollow resin container structure, and finally the impact is further dispersed by the impact dispersion plate and the bottom plate of the outer frame to disperse the impact on the structure of the rockfall prevention wall. ease.

【0013】すなわち、落石の衝突により点で加えられ
た衝撃力を、落石が衝突する面のガラス繊維入り強化プ
ラスチック外枠体及び緩衝層中間の衝撃分散板を介し
て、またはさらに下部の衝撃分散板と外枠体の底板を介
して落石防止壁に伝達するため、落石防止壁が荷重を面
で受けることになり、点で受ける場合よりも有利とな
る。
That is, the impact force applied at a point due to the collision of rockfall is transmitted through the glass fiber-reinforced reinforced plastic outer frame on the surface on which the rockfall collides and the shock dispersion plate in the middle of the buffer layer, or at the lower part. Since it is transmitted to the rockfall prevention wall through the plate and the bottom plate of the outer frame, the rockfall prevention wall receives the load on the surface, which is more advantageous than the case where the load is received.

【0014】緩衝層を構成する中空の樹脂容器は必要に
応じて多層化することでより大きな落石エネルギーにも
自在に対応する事ができる。このとき中空の樹脂容器自
体が軽量であるため本発明の緩衝材自体も僅かの重量増
にしかならない。
The hollow resin container constituting the buffer layer may be multi-layered as necessary to cope with a larger rockfall energy. At this time, since the hollow resin container itself is lightweight, the weight of the cushioning material of the present invention itself is only slightly increased.

【0015】[0015]

【実施例】添付図面を参照しつつ、本発明の落石防止壁
用緩衝材について説明する。図1は本発明の落石防止壁
用緩衝材の設置状況を示したものであり、例えば落石防
止壁の落石を受ける面へ配置して使われる状況を示して
いる。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS A cushioning material for a rock fall prevention wall according to the present invention will be described with reference to the accompanying drawings. FIG. 1 shows an installation situation of the cushioning material for a rock fall prevention wall of the present invention, for example, a situation in which the cushioning material is placed on a rock fall prevention surface of a rock fall prevention wall for use.

【0016】図2は分解状態を表す。図2に表すように
外枠体1と外枠体の底板6とその中の発泡樹脂2、衝撃
分散板3、中空の樹脂容器4そして衝撃分散板5からな
る。外枠体1と外枠体の底材6はガラス繊維強化プラス
チックあるいは同等の物理的、化学的特性を有する合成
樹脂からなり、外枠体1と外枠体の底板6を接着する事
により落石防止壁用緩衝材形状を形成する。
FIG. 2 shows the disassembled state. As shown in FIG. 2, it comprises an outer frame body 1, a bottom plate 6 of the outer frame body, a foamed resin 2 therein, an impact dispersion plate 3, a hollow resin container 4 and an impact dispersion plate 5. The outer frame body 1 and the bottom material 6 of the outer frame body are made of glass fiber reinforced plastic or a synthetic resin having the same physical and chemical properties. The outer frame body 1 and the bottom plate 6 of the outer frame body are bonded to each other to cause rockfall. Form a cushioning material shape for the prevention wall.

【0017】図3は本発明の断面図である。同図におい
て落石8によってもたらされる衝撃は、まず外枠体1と
外枠体の底板6からなるボックス形状の外枠体1で衝撃
を面で受け、発泡樹脂2でその衝撃エネルギーが吸収さ
れる。発泡樹脂2で吸収された衝撃エネルギーは中程に
ある衝撃分散板3でさらに分散され、下にある中空の樹
脂容器4に伝わり圧縮する。このとき中空樹脂容器の弾
性変形、塑性変形をおこすことにより落石8の運動エネ
ルギーを吸収する。さらに衝撃分散板5と外枠体の底板
6を介して面状に分布する荷重として落石防止壁に伝え
る。
FIG. 3 is a sectional view of the present invention. In the figure, the impact caused by the falling rock 8 is first received on the surface by the box-shaped outer frame body 1 composed of the outer frame body 1 and the bottom plate 6 of the outer frame body, and the impact energy is absorbed by the foamed resin 2. . The impact energy absorbed by the foamed resin 2 is further dispersed by the impact dispersion plate 3 in the middle, and is transmitted to the hollow resin container 4 below and compressed. At this time, the hollow resin container is elastically and plastically deformed to absorb the kinetic energy of the rockfall 8. Further, it is transmitted to the rockfall prevention wall as a load distributed in a plane through the impact dispersion plate 5 and the bottom plate 6 of the outer frame.

【0018】図4は落石の衝撃による内部の変形を示し
ている。同図において落石衝撃エネルギーの分散と吸収
の様子を示す。落石8の衝撃は外枠体1が1−aのよう
に変形し衝撃力を分散させる。次に発泡樹脂2が2−a
のように変形し衝撃エネルギーを吸収する。衝撃分散板
3−aにそのエネルギーが面で受けられ、中空の樹脂容
器4−aに伝わり中空の樹脂容器4が4−aのように塑
性変形しそのエネルギーを吸収する。そして衝撃分散板
5−aと外枠体の底板6−aで再度衝撃を面状に分布す
る荷重として落石防止壁に伝える。
FIG. 4 shows the internal deformation due to the impact of rockfall. The figure shows how the rockfall impact energy is dispersed and absorbed. The impact of the falling rock 8 causes the outer frame 1 to be deformed like 1-a to disperse the impact force. Next, the foamed resin 2 is 2-a
It deforms like and absorbs impact energy. The energy is received on the surface of the impact dispersion plate 3-a, is transmitted to the hollow resin container 4-a, and the hollow resin container 4 is plastically deformed like 4-a and absorbs the energy. Then, the impact dispersion plate 5-a and the bottom plate 6-a of the outer frame body transmit the impact again to the rockfall prevention wall as a load distributed in a plane.

【0019】図2では中空の樹脂容器は直方体を示して
いるが、図5のように中空の樹脂容器は円柱の容器7
や、図6のように球9の形状でも良い。また他の形状で
も中空になっていれば良く、さらに2段、3段と多段に
積層されても良い。図5は中空の樹脂容器が円柱の場合
を示す。図6は中空の樹脂容器が球の場合を示す。
2 shows a rectangular parallelepiped resin container, the hollow resin container is a cylindrical container 7 as shown in FIG.
Alternatively, the shape of the sphere 9 may be used as shown in FIG. Further, other shapes may be used as long as they are hollow, and they may be laminated in multiple stages such as two stages and three stages. FIG. 5 shows a case where the hollow resin container is a cylinder. FIG. 6 shows a case where the hollow resin container is a sphere.

【0020】[0020]

【発明の効果】本発明は、以上のような形態で実施さ
れ、以下に記載されるような効果がある。
The present invention is carried out in the form as described above, and has the following effects.

【0021】本発明は、従来の落石防止壁で要求される
緩衝性能を確保しながら、単位面積あたりの重量の軽量
化が図れるため、搬送、設置が容易となる。よって設置
作業が短縮でき作業費用も抑制することができる。
According to the present invention, the weight per unit area can be reduced while securing the cushioning performance required in the conventional rockfall prevention wall, so that it can be easily transported and installed. Therefore, the installation work can be shortened and the work cost can be suppressed.

【0022】また、上述により設置作業中の落石による
危険率も軽減することができる。
Further, as described above, it is possible to reduce the risk rate due to rock fall during the installation work.

【0023】本発明品は、成型品であるため、従来の落
石防止壁用緩衝材にはなかった性能の標準化ができる。
Since the product of the present invention is a molded product, it is possible to standardize the performance which has not been provided by the conventional cushioning material for a rock fall prevention wall.

【0024】外枠体がガラス繊維入り強化プラスチック
などの合成樹脂であるため着色することが容易で耐候性
も良く、適正な形状を長く維持することができる。
Since the outer frame is made of synthetic resin such as reinforced plastic containing glass fiber, it can be colored easily, has good weather resistance, and can maintain a proper shape for a long time.

【0025】また、外枠体が緩衝層を覆っている形状の
ため、緩衝層は自然のアタックによる影響が少なく、緩
衝効果を長く維持することができる。
Further, since the outer frame body has a shape covering the buffer layer, the buffer layer is less affected by a natural attack, and the buffer effect can be maintained for a long time.

【0026】また、外枠体の形状が、蚊等の害虫の発生
や臭いの原因である雨水が溜まらないようになっている
ため衛生的である。
Further, the shape of the outer frame is hygienic because rainwater, which causes odors and odors such as mosquitoes, does not collect.

【0027】さらに、落石によって損傷が発生したとき
に、その損傷部分の1体のみを取り替えることができる
ため、設置後の維持管理が容易になる。
Further, when damage is caused by falling rocks, only one of the damaged parts can be replaced, which facilitates maintenance after installation.

【図面の簡単な説明】[Brief description of drawings]

【図1】本発明の、落石防止壁用緩衝材の実施例を概略
的に示した斜視図である。
FIG. 1 is a perspective view schematically showing an embodiment of a cushioning material for a rockfall prevention wall of the present invention.

【図2】本発明の、落石防止壁用緩衝材の代表構造例を
示した斜視図である。
FIG. 2 is a perspective view showing an example of a typical structure of a cushioning material for a rockfall prevention wall according to the present invention.

【図3】本発明の、落石防止壁用緩衝材の代表例の断面
図である。
FIG. 3 is a cross-sectional view of a representative example of a cushioning material for a rockfall prevention wall of the present invention.

【図4】本発明の、落石の衝撃を吸収する概念を示した
断面図である。
FIG. 4 is a sectional view showing the concept of absorbing the impact of rockfall according to the present invention.

【図5】中空の樹脂容器が円柱の場合を概略的に示した
斜視図である。
FIG. 5 is a perspective view schematically showing a case where a hollow resin container is a cylinder.

【図6】中空の樹脂容器が球の場合を概略的に示した斜
視図である。
FIG. 6 is a perspective view schematically showing a case where the hollow resin container is a sphere.

【符号の説明】[Explanation of symbols]

K本発明の落石防止壁用緩衝材 R落石防止壁 1、1−a外枠体 2、2−a発泡樹脂 3、3−a、5、5−a衝撃分散板 4、4−a、7、9中空の樹脂容器 6、6−a、外枠体の底板 8落石 K Buffer material for rockfall prevention wall of the present invention R Rockfall prevention wall 1, 1-a outer frame 2,2-a foamed resin 3,3-a, 5,5-a Impact Dispersion Plate 4, 4-a, 7, 9 hollow resin container 6, 6-a, bottom plate of outer frame 8 falling rocks

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】発泡スチレンなどの発泡樹脂2と中空の樹
脂容器4、7、9と衝撃分散板3、5とで組み合わされ
た緩衝層と、ガラス繊維入り強化プラスチックあるいは
同等の物理的、化学的特性を有する合成樹脂により成型
した外枠体1,外枠体の底板6とにより衝撃荷重を分
散、吸収することを特徴とする落石防止壁用緩衝材。
1. A buffer layer formed by combining a foamed resin 2 such as foamed styrene, a hollow resin container 4, 7, 9 and an impact dispersion plate 3, 5, a reinforced plastic containing glass fiber or an equivalent physical or chemical substance. A shock absorbing material for a rock fall prevention wall, characterized in that an impact load is dispersed and absorbed by an outer frame body (1) and a bottom plate (6) of the outer frame body molded from a synthetic resin having specific characteristics.
【請求項2】中空の樹脂容器4は、密閉あるいは小孔の
あいた立法体である特許請求の範囲請求項1記載の落石
防止壁用緩衝材。
2. The cushioning material for a rockfall prevention wall according to claim 1, wherein the hollow resin container 4 is a cubic body having a closed or small hole.
【請求項3】中空の樹脂容器7は、密閉あるいは小孔の
あいた円柱である特許請求の範囲請求項1記載の落石防
止壁用緩衝材。
3. The cushioning material for a rockfall prevention wall according to claim 1, wherein the hollow resin container 7 is a cylinder having a closed or small hole.
【請求項4】中空の樹脂容器9は、密閉あるいは小孔の
あいた球体である特許請求の範囲請求項1記載の落石防
止壁用緩衝材。
4. The shock-absorbing material for a rockfall prevention wall according to claim 1, wherein the hollow resin container 9 is a sphere that is closed or has small holes.
JP2001226784A 2001-06-22 2001-06-22 Cushioning material for wall for falling stone Pending JP2003003426A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2001226784A JP2003003426A (en) 2001-06-22 2001-06-22 Cushioning material for wall for falling stone

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2001226784A JP2003003426A (en) 2001-06-22 2001-06-22 Cushioning material for wall for falling stone

Publications (1)

Publication Number Publication Date
JP2003003426A true JP2003003426A (en) 2003-01-08

Family

ID=19059538

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2001226784A Pending JP2003003426A (en) 2001-06-22 2001-06-22 Cushioning material for wall for falling stone

Country Status (1)

Country Link
JP (1) JP2003003426A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006241770A (en) * 2005-03-02 2006-09-14 Shibata Ind Co Ltd Impact absorbing structure
EP2256749A1 (en) * 2009-05-27 2010-12-01 Evonik Energy Services GmbH Impact dampening device for transport/storage containers for radioactive material
JP2018141349A (en) * 2017-02-28 2018-09-13 株式会社ライテク Shed
CN111335194A (en) * 2020-03-22 2020-06-26 南京正隆顺达高分子材料有限公司 Three-layer foaming anti-throwing pad
CN114319169A (en) * 2022-01-28 2022-04-12 江苏科技大学 Detachable retaining wall capable of preventing impact of falling rocks on side slope and construction method

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006241770A (en) * 2005-03-02 2006-09-14 Shibata Ind Co Ltd Impact absorbing structure
JP4669303B2 (en) * 2005-03-02 2011-04-13 シバタ工業株式会社 Shock absorbing structure
EP2256749A1 (en) * 2009-05-27 2010-12-01 Evonik Energy Services GmbH Impact dampening device for transport/storage containers for radioactive material
JP2018141349A (en) * 2017-02-28 2018-09-13 株式会社ライテク Shed
CN111335194A (en) * 2020-03-22 2020-06-26 南京正隆顺达高分子材料有限公司 Three-layer foaming anti-throwing pad
CN114319169A (en) * 2022-01-28 2022-04-12 江苏科技大学 Detachable retaining wall capable of preventing impact of falling rocks on side slope and construction method
CN114319169B (en) * 2022-01-28 2024-01-23 江苏科技大学 Detachable retaining wall capable of preventing slope falling rocks from impacting and construction method

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