JP2010013835A - Impact buffering block, impact buffering structure, method of constructing impact buffering structure, and method of manufacturing impact buffering block - Google Patents

Impact buffering block, impact buffering structure, method of constructing impact buffering structure, and method of manufacturing impact buffering block Download PDF

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JP2010013835A
JP2010013835A JP2008174115A JP2008174115A JP2010013835A JP 2010013835 A JP2010013835 A JP 2010013835A JP 2008174115 A JP2008174115 A JP 2008174115A JP 2008174115 A JP2008174115 A JP 2008174115A JP 2010013835 A JP2010013835 A JP 2010013835A
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plate
net
members
block
impact buffering
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Masato Ikeuchi
正人 池内
Shingo Mitsugi
伸悟 三ツ木
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Furukawa Electric Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide an impact buffering block and an impact buffering structure having a seeding and planting function for preventing heat island from occurring, an excellent construction efficiency, and an excellent impact buffering function. <P>SOLUTION: An irrigation pipe 13 is installed in a pallet 11. The pallet 11 in which the irrigation pipe 13 is installed is filled with soil 15. The impact buffering block 7 is placed on a base bottom portion 15. The impact buffering block 7 is a member manufactured by stacking a plurality of tabular members on each other. The tabular member 23 is a resin member of waveform in cross section. The cross section of the tabular member 23 is symmetrical bilaterally (in the lateral direction in Fig.4). A plurality of holes 25 are formed in the tabular member 23. The holes 25 are not formed at positions symmetric in the lateral or longitudinal direction of the tabular member 23. For example, the holes are formed at positions symmetric with respect to the center point of the tabular member 23. <P>COPYRIGHT: (C)2010,JPO&INPIT

Description

本発明は、道路脇等に設置され、緑化機能によりヒートアイランドを抑制するとともに、自動車等が壁体に接触する際の自動車等への衝撃を緩和する衝撃緩衝用ブロックおよび、衝撃緩衝構造等に関する。   The present invention relates to an impact buffering block, an impact buffering structure, and the like that are installed on the side of a road and the like, suppresses a heat island by a greening function, and reduces an impact on the automobile or the like when the automobile or the like contacts a wall.

従来、高速道路等の脇には防音その他の目的で壁体が設置されている。壁体の壁際には、通常、ガードレール等が設置される。また、高速道路等の壁際には、緑化を目的として植物等が植栽されているが、緑化部はコンクリート等の仕切りで構成されている。しかし、ガードレールやコンクリートの仕切りなどは、自動車が接触・衝突した際における、衝突による衝撃の吸収能力が不十分である。   Conventionally, walls have been installed alongside highways and the like for soundproofing and other purposes. A guardrail or the like is usually installed near the wall of the wall. In addition, plants and the like are planted on the walls of highways and the like for the purpose of greening, but the greening part is composed of partitions such as concrete. However, guardrails, concrete partitions, etc., have insufficient ability to absorb impacts caused by collision when a vehicle comes into contact with or collides.

このような、衝撃の吸収を考慮した分離壁として、表面に透孔を有する容器状部材を組み立て芯として、内部に土を充填して、容器状部材をたがいに固定したうえに全体を覆うように土を被せた分離壁がある(特許文献1)。   As such a separation wall considering the absorption of impact, the container-like member having a through-hole on the surface is used as an assembly core, the inside is filled with soil, and the container-like member is fixed to each other and covered entirely. There is a separation wall covered with soil (Patent Document 1).

特開2005−188206号公報JP 2005-188206 A

しかし、特許文献1の分離壁では、分離壁の大部分が土で構成され、土が容器状部材の組み合わせた内外部に設けられるため、分離壁の重量が重く、自動車が衝突した際の衝撃吸収能力が必ずしも高いとは言えないという問題がある。また、内外部に土を必要とすることから、設置のためには大量の土が必要となり、また、あらかじめ土を充填した容器状部材を設置場所へ運搬すれば、重量があるため設置施工性が悪いという問題がある。   However, in the separation wall of Patent Document 1, since most of the separation wall is made of soil, and the soil is provided inside and outside the combination of the container-like members, the weight of the separation wall is heavy, and the impact when the automobile collides There is a problem that the absorption capacity is not necessarily high. Also, since soil is required inside and outside, a large amount of soil is required for installation, and if a container-like member filled with soil in advance is transported to the installation site, it is heavy and installation workability There is a problem that is bad.

本発明は、このような問題に鑑みてなされたもので、ヒートアイランドを防止する緑化機能を有し、設置施工性に優れ、優れた衝撃緩衝機能を有する衝撃緩衝用ブロックおよび、衝撃緩衝構造等を提供することを目的とする。   The present invention has been made in view of such problems, and has an impact buffering block having a greening function to prevent heat island, excellent installation workability, and an excellent impact buffering function, an impact buffering structure, and the like. The purpose is to provide.

前述した目的を達成するため、第1の発明は、道路に設置された壁体近傍に使用される衝撃緩衝構造であって、基底部と、複数の孔が設けられた板状部材または網状部材が複数段重ねられて接合され、重ねられた前記板状部材または網状部材同士の間には空間が形成される衝撃緩衝用ブロックと、を具備し、前記基底部上に前記衝撃緩衝用ブロックが設置され、前記衝撃緩衝用ブロックは前記壁体に固定されることを特徴とする緑化機能を有する衝撃緩衝構造である。なお、基底部は、壁体の近傍に設けられればよい。すなわち、基底部は、壁体へ接触するように設けられてもよく、または壁体から離間して設けられてもよい。基底部を壁体へ接触するように設けるか、または壁体から所定間隔して離間して設けるかは、設計や施工現場の状況に応じて適宜選択できる。
In order to achieve the above-mentioned object, the first invention is an impact buffering structure used in the vicinity of a wall body installed on a road, and is a plate-like member or a net-like member provided with a base and a plurality of holes. And a shock-absorbing block in which a space is formed between the stacked plate-like members or mesh-like members, and the shock-absorbing block is provided on the base portion. An impact buffering structure having a greening function, wherein the impact buffering block is installed and fixed to the wall body. In addition, the base part should just be provided in the vicinity of a wall body. That is, the base portion may be provided so as to contact the wall body or may be provided separately from the wall body. Whether the base portion is provided so as to come into contact with the wall body or separated from the wall body at a predetermined interval can be appropriately selected depending on the design and the situation of the construction site.

前記板状部材または網状部材は波形断面を有し、前記板状部材または網状部材は、断面形状が上下に対象となるように交互に反転されて重ねられ、下段の前記板状部材または網状部材の上方への凸部と、上段の前記板状部材または網状部材の下方への凸部同士が接合され、下段の前記板状部材または網状部材の下方への凸部と上段の前記板状部材または網状部材の上方への凸部との間に空間が形成されてもよい。   The plate-like member or net-like member has a corrugated cross-section, and the plate-like member or net-like member is alternately reversed and overlapped so that the cross-sectional shape is a target up and down, and the lower plate-like member or net-like member The upper projections and the lower projections of the upper plate member or mesh member are joined together, and the lower projections and upper plate member of the lower plate member or mesh member are joined together. Alternatively, a space may be formed between the upward protrusion of the mesh member.

前記基底部は、インターロッキングブロックまたはパレット上に設けられた土と、前記土に埋設された潅水パイプと、を具備してもよい。インターロッキングブロックまたはパレットは、壁体の近傍に設けられていればよい。すなわち、インターロッキングブロックまたはパレットは、壁体に接触するように設けられていてもよく、または離間して設けられていてもよい。   The base portion may include soil provided on an interlocking block or pallet, and an irrigation pipe embedded in the soil. The interlocking block or pallet may be provided in the vicinity of the wall body. That is, the interlocking block or pallet may be provided so as to contact the wall body or may be provided separately.

第1の発明によれば、基底部上に衝撃緩衝用ブロックを設置し、衝撃緩衝用ブロックが壁体に固定されるため、道路脇に設けられた壁体へ自動車等が衝突した際に衝撃を効率的に吸収することができる。特に、基底部には植物が植栽可能な土が設けられ、基底部内に潅水パイプが設置されるため、土への潅水が容易であり、衝撃緩衝用ブロックへ植物を一体化でき、緑化機能を得ることができる。   According to the first aspect of the present invention, the shock buffering block is installed on the base and the shock buffering block is fixed to the wall body. Therefore, when an automobile or the like collides with the wall body provided on the side of the road, Can be efficiently absorbed. In particular, the base is provided with soil where plants can be planted, and irrigation pipes are installed in the base, making it easy to irrigate the soil, allowing the plant to be integrated into the shock buffering block, and the greening function. Can be obtained.

第2の発明は、道路に設置された壁体近傍に使用される衝撃緩衝用ブロックであって、板状部材または網状部材と、前記板状部材または網状部材に設けられた複数の孔と、を具備し、前記板状部材または網状部材が複数段重ねられて接合され、重ねられた前記板状部材または網状部材同士の間には空間が形成されることを特徴とする緑化機能を有する衝撃緩衝用ブロックである。   A second invention is an impact buffering block used in the vicinity of a wall body installed on a road, a plate-like member or a net-like member, and a plurality of holes provided in the plate-like member or the net-like member, And having a greening function, wherein the plate-like member or the net-like member is stacked and joined in a plurality of stages, and a space is formed between the stacked plate-like members or the net-like members. This is a buffer block.

前記板状部材または網状部材は、波形断面形状を有し、前記板状部材または網状部材の断面形状が上下に対象となるように交互に反転して重ね、重ねられた前記板状部材または網状部材同士の接触部が熱融着又は係り止めで接合されてもよい。反転して重ね、重ねられた前記板状部材または網状部材同士の接合は必ずしも上記の接合方法でなくとも、簡便な接合方法であればその他の方法であっても良い。   The plate-like member or net-like member has a corrugated cross-sectional shape, and the plate-like member or net-like member is alternately inverted and overlapped so that the cross-sectional shape of the plate-like member or net-like member is a target up and down. The contact part between members may be joined by thermal fusion or locking. The plate-like members or net-like members that are reversed and overlapped are not necessarily joined by the above-described joining method, but may be any other method as long as it is a simple joining method.

重ねられた波形断面形状の前記板状部材または網状部材の内、下段の前記板状部材または網状部材の上方への凸部と、上段の前記板状部材または網状部材の下方への凸部同士が接合され、下段の前記板状部材または網状部材の下方への凸部と上段の前記板状部材または網状部材の上方への凸部との間に空間が形成されてもよい。   Of the stacked plate-like members or net-like members having a corrugated cross-sectional shape, the upper convex portions of the lower plate-like members or net-like members and the lower convex portions of the upper plate-like members or net-like members May be joined, and a space may be formed between the downward projecting portion of the lower plate-like member or mesh member and the upward projecting portion of the upper plate-like member or mesh member.

第2の発明によれば、複数の板状部材または網状部材が重ねられ、それらの間に空間が形成されるため、軽量であり設置が容易である。また、空間が設けられるため、衝撃吸収能力が大きい。さらに、板状部材または網状部材には複数の孔が設けられ、蔦などの植物が下方から上方または側方へ曲がりながら孔を通って伸びていくため、確実に植物と衝撃緩衝用ブロックとが一体化される。   According to the second invention, a plurality of plate-like members or net-like members are stacked and a space is formed between them, so that it is lightweight and easy to install. In addition, since the space is provided, the shock absorbing ability is large. Further, the plate-like member or the net-like member is provided with a plurality of holes, and plants such as cocoons extend through the holes while bending upward or sideward from below, so that the plant and the shock buffering block are surely connected. Integrated.

第3の発明は、道路に設置された壁体近傍の衝撃緩衝構造の施工方法であって、インターロッキングブロックまたはパレット上に、土で潅水パイプを埋設した基底部を設ける工程と、板状部材または網状部材と、前記板状部材または網状部材に設けられた複数の孔と、を具備し、前記板状部材または網状部材が複数段重ねられて接合され、重ねられた前記板状部材または網状部材同士の間に空間が形成される衝撃緩衝用ブロックを、前記基底部上に設置する工程と、前記衝撃用緩衝ブロックを前記壁体へ固定する工程と、を具備することを特徴とする緑化機能を有する衝撃緩衝構造の施工方法である。   A third invention is a method for constructing an impact buffering structure in the vicinity of a wall body installed on a road, the step of providing a base portion in which an irrigation pipe is buried with soil on an interlocking block or a pallet, and a plate-like member Or a plurality of holes provided in the plate-like member or the net-like member, the plate-like member or the net-like member being stacked and joined in a plurality of stages, and the stacked plate-like member or net-like member A greening comprising: a step of installing an impact buffering block in which a space is formed between members on the base portion; and a step of fixing the impact buffering block to the wall body. This is a construction method of a shock absorbing structure having a function.

第3の発明によれば、道路脇等の壁体近傍に基底部を設けた後、衝撃緩衝用ブロックを基底部上に配置し、衝撃緩衝用ブロックを壁体へ固定するのみで設置が完了するため、設置作業が容易な衝撃緩衝用構造の施工方法を得ることができる。   According to the third aspect of the present invention, after the base is provided in the vicinity of the wall such as the roadside, the installation is completed simply by placing the shock buffering block on the base and fixing the shock buffering block to the wall. Therefore, it is possible to obtain a construction method for an impact buffering structure that is easy to install.

本発明によれば、ヒートアイランドを防止する緑化機能を有し、設置施工性に優れ、優れた衝撃緩衝機能を有する衝撃緩衝用ブロックおよび、衝撃緩衝構造等を提供することができる。   ADVANTAGE OF THE INVENTION According to this invention, it has the greening function which prevents a heat island, is excellent in installation workability, and can provide the shock buffering block which has the outstanding shock buffering function, an impact buffering structure, etc.

以下、本発明の実施の形態にかかる衝撃緩衝構造1について説明する。図1は、衝撃緩衝構造1を示す斜視図であり、図2は、衝撃緩衝構造1の正面(断面)図である。   Hereinafter, the shock absorbing structure 1 according to the embodiment of the present invention will be described. FIG. 1 is a perspective view showing the shock absorbing structure 1, and FIG. 2 is a front (cross-sectional) view of the shock absorbing structure 1.

衝撃緩衝構造1は、車道3の脇などに設置される壁体9近傍に設けられ、例えば、壁体9と縁石5との間に設置される。衝撃緩衝構造1は、主に衝撃緩衝用ブロック7、基底部15、固定ベルト19等から構成される。   The shock absorbing structure 1 is provided in the vicinity of the wall body 9 installed on the side of the roadway 3 and the like, for example, installed between the wall body 9 and the curb stone 5. The shock absorbing structure 1 mainly includes a shock buffering block 7, a base portion 15, a fixed belt 19, and the like.

縁石5と壁体9との間には、基底部15が設置される。基底部15は、パレット11、潅水パイプ13、土15等から構成される。パレット11は、両端が上方へ向けて折曲げられた形状の板状部材であり、上方が開放している。パレット11は、縁石5の高さと略同一の高さである。パレット11の材質としては、例えば樹脂性のものが使用できる。なお、基底部15は壁体9と接触するように設けられてもよく、または離間して設けられてもよい。   A base portion 15 is installed between the curbstone 5 and the wall body 9. The base portion 15 includes a pallet 11, an irrigation pipe 13, soil 15 and the like. The pallet 11 is a plate-like member having a shape in which both ends are bent upward, and the upper side is open. The pallet 11 has substantially the same height as the curb 5. As a material of the pallet 11, for example, a resin material can be used. The base portion 15 may be provided so as to be in contact with the wall body 9 or may be provided separately.

パレット11は、地面にアンカ17で固定される。なお、パレット11の設置位置の地面が路面または硬い土や、コンクリートやアスファルトなどの舗装された路面であれば、通常のアンカ17でパレット11を固定することができる。一方、地面が軟らかい土等である場合には、アンカ17が地面から抜けないように、地面下にあらかじめ抜け止め用の板部材等を埋設し、アンカ17を当該板部材等へ固定することもできる。このように、地面の状態に応じて、パレット11が地面へ確実に固定されるように、公知の種々の方法を用いることができる。アンカ17によりパレット11が地面に固定されれば、パレット11は、地面に対して動くことがなく、道路から浮き上がることもない。   The pallet 11 is fixed to the ground with an anchor 17. In addition, if the ground of the installation position of the pallet 11 is a road surface or hard soil, or a paved road surface such as concrete or asphalt, the pallet 11 can be fixed with a normal anchor 17. On the other hand, when the ground is soft soil or the like, a plate member or the like for preventing the anchor 17 from being buried in advance below the ground so that the anchor 17 does not come off the ground, and the anchor 17 may be fixed to the plate member or the like. it can. Thus, according to the state of the ground, various known methods can be used so that the pallet 11 is securely fixed to the ground. If the pallet 11 is fixed to the ground by the anchor 17, the pallet 11 does not move with respect to the ground and does not lift from the road.

パレット11内には潅水パイプ13が設置される。潅水パイプ13は、周囲に多数の細孔を有するパイプである。潅水パイプ13としては、例えばセラミックス製のポーラスパイプや架橋ポリエチレン製のパイプを使用することができ、あるいは金属製の穴あきパイプや金属製の穴あきパイプに防食処理を行なったものを使用することができる。また、穴あきパイプにセラミック製の通水栓などをしたものを使用できる。   An irrigation pipe 13 is installed in the pallet 11. The irrigation pipe 13 is a pipe having a large number of pores around it. As the irrigation pipe 13, for example, a ceramic porous pipe or a cross-linked polyethylene pipe can be used, or a metal perforated pipe or a metal perforated pipe subjected to anticorrosion treatment is used. Can do. A perforated pipe with a ceramic faucet can be used.

潅水パイプ13が設置されたパレット11内には、土15が充填される。土15は、パレット11の上面まで充填され、潅水パイプ13は土15によって埋められる。潅水パイプ13は、内部に水を流すことが可能であり、内部を流れる水は、多数の細孔から周囲に浸み出す。潅水パイプ13から浸み出した水により、土15を湿らせることができる。   The pallet 11 in which the irrigation pipe 13 is installed is filled with soil 15. The soil 15 is filled up to the upper surface of the pallet 11, and the irrigation pipe 13 is filled with the soil 15. The irrigation pipe 13 can flow water inside, and the water flowing inside oozes out from a large number of pores. The soil 15 can be moistened by the water leached from the irrigation pipe 13.

基底部15の上には、衝撃緩衝用ブロック7が設置される。衝撃緩衝用ブロック7は、複数の板状部材または網状部材を重ねて製造され、多数の孔を有する部材である。衝撃緩衝用ブロック7の詳細は後述する。   An impact buffer block 7 is installed on the base portion 15. The shock absorbing block 7 is a member that is manufactured by stacking a plurality of plate-like members or net-like members and has a large number of holes. Details of the shock buffering block 7 will be described later.

図2に示すように、衝撃緩衝用ブロック7は、固定ベルト19で壁体9へ接触するように固定される。固定ベルト19は、例えばボルト21で壁体9へ固定される。固定ベルト19は、衝撃緩衝用ブロック7を固定できればよく、例えばステンレス製または樹脂製のベルトが使用できる。   As shown in FIG. 2, the shock buffering block 7 is fixed by a fixing belt 19 so as to contact the wall body 9. The fixing belt 19 is fixed to the wall body 9 with, for example, bolts 21. The fixing belt 19 only needs to be able to fix the shock buffer block 7, and for example, a stainless steel or resin belt can be used.

土15には、図示は省略するが、あらかじめ蔦などの植物が植栽されている。植物は、衝撃緩衝用ブロック7内の孔をつたって伸び、衝撃緩衝用ブロック7の周囲に、衝撃緩衝用ブロック7を覆うように葉を茂らせる。なお、植物の植栽は、あらかじめ工場等で行われてもよく、衝撃緩衝用ブロック7の周囲を葉が生い茂るまでは、設置場所とは別の場所で栽培されてもよい。この場合、葉が生い茂った衝撃緩衝用ブロック7と基底部15とを一体で運搬し、壁体9近傍に設置後、固定ベルト19で壁体9へ固定すればよい。   Although not shown in the drawing, plants such as cocoons are planted in advance on the soil 15. The plant extends through a hole in the shock buffering block 7 and leaves a leaf around the shock buffering block 7 so as to cover the shock buffering block 7. The plant may be planted in advance in a factory or the like, and may be cultivated in a place different from the installation place until the leaves around the shock buffer block 7 grow thick. In this case, the shock-absorbing block 7 and the base portion 15 overgrown with leaves may be transported together, installed in the vicinity of the wall 9, and then fixed to the wall 9 with the fixing belt 19.

次に、衝撃緩衝用ブロック7について説明する。図3は、衝撃緩衝用ブロック7を示す斜視図である。衝撃緩衝用ブロック7は、複数の板状部材または網状部材23が重ねられて形成される。板状部材または網状部材23は波形断面形状を有し、複数の孔25が設けられている。   Next, the shock absorbing block 7 will be described. FIG. 3 is a perspective view showing the shock buffering block 7. The shock absorbing block 7 is formed by stacking a plurality of plate-like members or net-like members 23. The plate-like member or net-like member 23 has a corrugated cross-sectional shape and is provided with a plurality of holes 25.

図4は、板状部材または網状部材23を示す斜視図である。板状部材または網状部材23は、断面形状が山部27と谷部28とが交互に形成された波形の樹脂製部材である。板状部材または網状部材23の断面形状は、板状部材または網状部材23の幅方向(図4の左右方向)に対して線対象である。孔25は、山部27の頂部と谷部20の頂部との間に設けられる。なお、孔25の設置位置は、板状部材または網状部材23の幅方向または長手方向のいずれかの中心線を基準として非対象な位置となる。   FIG. 4 is a perspective view showing the plate-like member or the net-like member 23. The plate-like member or net-like member 23 is a corrugated resin member having a cross-sectional shape in which peaks 27 and valleys 28 are alternately formed. The cross-sectional shape of the plate-like member or net-like member 23 is a line object with respect to the width direction of the plate-like member or net-like member 23 (left-right direction in FIG. 4). The hole 25 is provided between the top of the peak portion 27 and the top of the valley portion 20. In addition, the installation position of the hole 25 becomes a non-target position on the basis of the center line in the width direction or the longitudinal direction of the plate-like member or the net-like member 23.

図5は、板状部材または網状部材23を重ねた状態を示す平面図であり、図6(a)は図5のA−A線断面図、図6(b)は図5のB-B線断面図である。図5に示すように、板状部材または網状部材23bが板状部材または網状部材23aの上方に設置される。なお、図5においては、板状部材または網状部材23a、板状部材または網状部材23b以外の板状部材または網状部材23については図示を省略した。   5 is a plan view showing a state in which the plate-like member or the net-like member 23 is overlapped, FIG. 6A is a cross-sectional view taken along line AA in FIG. 5, and FIG. 6B is a cross-sectional view taken along line BB in FIG. It is line sectional drawing. As shown in FIG. 5, a plate-like member or net-like member 23b is installed above the plate-like member or net-like member 23a. In FIG. 5, illustration of the plate-like member or net-like member 23 other than the plate-like member or net-like member 23 a and the plate-like member or net-like member 23 b is omitted.

板状部材または網状部材23bは、板状部材または網状部材23a上に設置される際、上下面を裏返しにされて設置される。したがって、図6(a)に示すように、下側に設置される板状部材または網状部材23aの山部27aは上方に凸形状となり、上側に設置される板状部材または網状部材23bの山部27bは下側へ凸形状となる。すなわち、下側の板状部材または網状部材23aの上方への凸部(山部27a)と、上側の板状部材または網状部材23bの下側への凸部(山部27b)とが接触する(図6(a)中のC部)。板状部材または網状部材23aと板状部材または網状部材23bとは、接触部(C部)で熱融着により接合される。   When the plate-like member or the net-like member 23b is installed on the plate-like member or the net-like member 23a, the upper and lower surfaces are set upside down. Therefore, as shown in FIG. 6 (a), the peak portion 27a of the plate-like member or mesh member 23a installed on the lower side has a convex shape upward, and the peak of the plate-like member or mesh member 23b installed on the upper side. The portion 27b is convex downward. That is, the upward convex portion (peak portion 27a) of the lower plate-like member or net-like member 23a and the downward convex portion (peak portion 27b) of the upper plate-like member or net-like member 23b come into contact. (C section in FIG. 6A). The plate-like member or net-like member 23a and the plate-like member or net-like member 23b are joined by thermal fusion at the contact portion (C portion).

同様にして、板状部材または網状部材23は、表裏を交互に反転されながら、山部27同士または谷部28同士が接合される。また、下側の板状部材または網状部材23aの下方への凸部(谷部28)と、上側の板状部材または網状部材23bの上側への凸部(谷部28)との間には空間が形成される。空間は、植物29が孔25を貫通して成長する際の通り道となる。   In the same manner, the plate-like member or the net-like member 23 is joined with the crests 27 or the troughs 28 while the front and back are alternately reversed. In addition, the lower plate-like member or net-like member 23a has a downward projecting portion (the valley portion 28) and the upper plate-like member or net-like member 23b has an upward projecting portion (the valley portion 28). A space is formed. The space becomes a passage when the plant 29 grows through the hole 25.

前述の通り、板状部材または網状部材23における孔25の設置位置は、板状部材または網状部材23の幅方向または長手方向のいずれかの中心線を基準として非対象な位置となる。したがって、板状部材または網状部材23aと板状部材または網状部材23bとが反転されて接合された状態では、図5に示すように、板状部材または網状部材23aの孔25aと板状部材または網状部材23bの孔25bとの位置は、上方から見て同一の位置とはならず、互いにずれた位置となる。すなわち、孔25は板状部材または網状部材23同士が接合された状態で、板状部材または網状部材23の面方向(図5の紙面に対して垂直方向)に対してずれて配置される。   As described above, the installation position of the hole 25 in the plate-like member or net-like member 23 is a non-target position with respect to the center line in the width direction or the longitudinal direction of the plate-like member or net-like member 23. Therefore, in the state where the plate-like member or net-like member 23a and the plate-like member or net-like member 23b are reversed and joined, as shown in FIG. 5, the hole 25a of the plate-like member or net-like member 23a and the plate-like member or The position of the mesh member 23b with the hole 25b is not the same position as viewed from above, but is shifted from each other. That is, the holes 25 are arranged so as to be shifted with respect to the surface direction of the plate-like member or the net-like member 23 (perpendicular to the paper surface of FIG. 5) in a state where the plate-like members or the net-like members 23 are joined together.

また、図6に示すように、植物29は衝撃緩衝用ブロック7内を通過して、衝撃緩衝用ブロック周囲に葉を茂らせる。この際、植物29は、積み重ねられた板状部材または網状部材23の孔25を貫通する。前述したように、孔25は、板状部材または網状部材23の面方向に対してずれて形成されるため、植物29は、衝撃緩衝用ブロック7内をまっすぐに延びることができず、互いにずれた位置の孔25を縫うように、板状部材または網状部材23同士の間の空間を、幅方向および長手方向に曲がりくねりながら成長する。   Further, as shown in FIG. 6, the plant 29 passes through the shock buffer block 7 and leaves leaves around the shock buffer block. At this time, the plant 29 penetrates the hole 25 of the stacked plate-like member or net-like member 23. As described above, since the holes 25 are formed so as to be shifted with respect to the surface direction of the plate-like member or the net-like member 23, the plant 29 cannot extend straight in the shock absorbing block 7, and is displaced from each other. The space between the plate-like members or the net-like members 23 grows while winding in the width direction and the longitudinal direction so as to sew the holes 25 at the positions.

次に、衝撃緩衝用ブロック7の製造方法について説明する。図7は、衝撃緩衝用ブロック7を製造する工程を示す図である。   Next, a method for manufacturing the shock absorbing block 7 will be described. FIG. 7 is a diagram illustrating a process of manufacturing the shock absorbing block 7.

まず、図7(a)に示すように、樹脂シート27を押出加工によって成形する。樹脂シート27は2〜3mm程度が望ましいが、必要な強度等に応じて任意に設定することができる。樹脂シート27の材質は、強度、衝撃吸収能、および耐候性に優れる合成樹脂が使用できる。例えば、カーボンを含有したポリプロピレンなどが使用できる。   First, as shown in FIG. 7A, the resin sheet 27 is formed by extrusion. The resin sheet 27 is preferably about 2 to 3 mm, but can be arbitrarily set according to the required strength. As the material of the resin sheet 27, a synthetic resin excellent in strength, impact absorbing ability, and weather resistance can be used. For example, polypropylene containing carbon can be used.

次に、図7(b)に示すように、樹脂シート27を波形断面に加工する。この際、波形加工後の樹脂シート27は、幅方向に対象な形状となるように加工される。なお、波形形状に加工された板状部材または網状部材23は、容易に重ね合わせることが可能であり、後述する積み重ね工程までは、運搬および保管が容易である。   Next, as shown in FIG.7 (b), the resin sheet 27 is processed into a waveform cross section. At this time, the corrugated resin sheet 27 is processed so as to have a target shape in the width direction. The plate-like member or net-like member 23 processed into a corrugated shape can be easily overlapped, and can be easily transported and stored until the stacking step described later.

次に、図7(c)に示すように、波形の樹脂シート27に複数の孔25がプレス打ち抜きで形成される。複数の孔25が形成された波形断面の樹脂シート27が板状部材または網状部材23となる。なお、孔25の形状は任意である。孔25は、前述したように、幅方向または長手方向のいずれかに対して線対象な位置には設けられない。   Next, as shown in FIG. 7C, a plurality of holes 25 are formed in the corrugated resin sheet 27 by press punching. A resin sheet 27 having a corrugated cross section in which a plurality of holes 25 are formed serves as a plate-like member or a net-like member 23. The shape of the hole 25 is arbitrary. As described above, the hole 25 is not provided at a position that is a line target with respect to either the width direction or the longitudinal direction.

成形された複数の板状部材または網状部材23は表裏を交互に反転されて所定の枚数を積み重ねられ、上下に隣接する板状部材または網状部材23同士は、接触部で熱融着によって接合される。以上により、衝撃緩衝ブロック7が製造される。   A plurality of molded plate-like members or net-like members 23 are alternately turned upside down and a predetermined number of sheets are stacked, and the plate members or net-like members 23 adjacent to each other in the upper and lower sides are joined together by heat fusion at the contact portion. The The shock absorbing block 7 is manufactured as described above.

次に、衝撃緩衝構造1の施工方法を説明する。図8は、衝撃緩衝構造1の施工工程を示す図である。まず、図8(a)に示すように、基底部15を壁体9近傍であって、例えば、縁石5と壁体9の間に設置する。基底部15は、パレット11を地面にアンカ17で固定し、内部に潅水パイプ13を設置後、パレット11内に土15を充填して形成される。   Next, a construction method of the shock absorbing structure 1 will be described. FIG. 8 is a diagram illustrating a construction process of the shock absorbing structure 1. First, as shown in FIG. 8A, the base portion 15 is installed near the wall body 9, for example, between the curbstone 5 and the wall body 9. The base 15 is formed by fixing the pallet 11 to the ground with an anchor 17, installing the irrigation pipe 13 inside, and then filling the pallet 11 with soil 15.

基底部15上には、図8(b)に示すように衝撃緩衝用ブロック7を設置する。衝撃緩衝用ブロック7は、あらかじめ工場等で組み立てられる。なお、前述したように、あらかじめ基底部15と衝撃緩衝用ブロック7とが一体化された状態である場合には、一体化された基底部15および衝撃緩衝用ブロック7を壁体9近傍に設置すれば良い。   On the base portion 15, an impact buffering block 7 is installed as shown in FIG. The shock buffer block 7 is assembled in advance at a factory or the like. As described above, when the base portion 15 and the shock buffering block 7 are integrated in advance, the integrated base portion 15 and the shock buffering block 7 are installed in the vicinity of the wall body 9. Just do it.

最後に、衝撃緩衝用ブロック7を固定ベルト19およびボルト21で壁体9へ固定して衝撃緩衝構造1の施工が完了する。   Finally, the shock buffering block 7 is fixed to the wall body 9 with the fixing belt 19 and the bolts 21, and the construction of the shock buffering structure 1 is completed.

以上説明したように、本実施の形態にかかる衝撃緩衝構造1によれば、車道3を走行する自動車等が、壁体9方向へ進行した場合に、壁体9へ衝突する前に、衝撃緩衝用ブロック7との接触によって衝撃が吸収されるため、壁体9への衝突時のエネルギーを下げることができる。なお、自動車は通常、縁石5を乗り越える際と、衝撃緩衝用ブロック7との接触の際の衝撃緩衝構造1が変形・破壊する際に、エネルギーが吸収され、壁体9への衝突時のエネルギーが抑えられる。   As described above, according to the shock absorbing structure 1 according to the present embodiment, when an automobile or the like traveling on the roadway 3 travels in the direction of the wall body 9, the shock absorbing structure 1 Since the impact is absorbed by the contact with the block 7, the energy at the time of the collision with the wall body 9 can be reduced. It is to be noted that the energy of the automobile is normally absorbed when the impact buffer structure 1 is deformed or destroyed when the vehicle is moved over the curb stone 5 or when it is in contact with the shock buffer block 7. Is suppressed.

また、衝撃緩衝用ブロック7内部には土が充填されていないため、衝撃緩衝用ブロック7は過剰な強度を有さず、衝撃緩衝用ブロック7の波形の板状部材または網状部材23が変形し、破壊する際に自動車衝突時のエネルギーを効率よく吸収することができる。また、土が充填されていないため、軽量であり、運搬、施工性に優れる。   Further, since the inside of the shock buffering block 7 is not filled with soil, the shock buffering block 7 does not have excessive strength, and the corrugated plate member or the net-like member 23 of the shock buffering block 7 is deformed. When destroying, energy at the time of automobile collision can be absorbed efficiently. Moreover, since it is not filled with soil, it is lightweight and has excellent transportability and workability.

また、基底部15には潅水パイプ13が設けられ、土15内によって埋設されるため、土15を容易に湿らせることができ、植物29を植栽することができる。   Moreover, since the irrigation pipe 13 is provided in the base part 15 and it is embed | buried under the soil 15, the soil 15 can be easily moistened and the plant 29 can be planted.

衝撃緩衝用ブロック7の孔25は、衝撃緩衝構造1の高さ方向にずれて設けられ、衝撃緩衝用ブロック7を構成する板状部材または網状部材23同士の間には空間が形成されるため、植物29は空間を伝って、ずれた位置の孔25を縫うように成長して衝撃緩衝用ブロックの周囲に葉を茂らせることができる。したがって、植物29が植栽された基底部15と衝撃緩衝用ブロック7とは確実に一体化される。なお、衝撃緩衝用ブロック7は、壁体9へ固定ベルト19で固定されるため、衝撃緩衝用ブロック7がずれたり崩れたりすることがない。   The holes 25 of the shock absorbing block 7 are provided so as to be shifted in the height direction of the shock absorbing structure 1, and a space is formed between the plate-like members or the net-like members 23 constituting the shock absorbing block 7. The plant 29 can propagate through the space and grow so as to sew the hole 25 at a shifted position, so that the leaves can be planted around the shock absorbing block. Therefore, the base portion 15 on which the plant 29 is planted and the shock buffering block 7 are reliably integrated. The shock buffering block 7 is fixed to the wall body 9 by the fixing belt 19, so that the shock buffering block 7 does not shift or collapse.

衝撃緩衝構造1は、前述のとおり植物が植栽可能であり、衝撃緩衝用ブロック7の周囲には植物29の葉を茂らせるため、外観にも優れ、また、緑化機能を有し、ヒートアイランドの抑制効果を有する。   As described above, the impact buffering structure 1 is capable of planting plants, and the leaves of the plant 29 are planted around the impact buffering block 7, so that the appearance is excellent and the plant has a greening function. Has a suppressive effect.

次に、第2の実施の形態について説明する。なお、以下の実施の形態において、図1〜図2に示す衝撃緩衝構造1と同一の機能を果たす構成要素には、図1〜図2と同一番号を付し、重複した説明を避ける。   Next, a second embodiment will be described. In the following embodiments, constituent elements that perform the same functions as those of the shock absorbing structure 1 shown in FIG. 1 to FIG.

図9は、第2の実施の形態にかかる衝撃緩衝構造30を示す図である。衝撃緩衝構造30は、基底部のみ衝撃緩衝構造1と異なる。すなわち、衝撃緩衝構造30は、パレット11に代えて、インターロッキングブロック31が設けられる。インターロッキングブロック31は壁体9に接触するように設けられてもよく、または離間して設けられてもよい。   FIG. 9 is a diagram illustrating an impact buffer structure 30 according to the second embodiment. The shock absorbing structure 30 is different from the shock absorbing structure 1 only in the base portion. That is, the shock absorbing structure 30 is provided with an interlocking block 31 instead of the pallet 11. The interlocking block 31 may be provided so as to contact the wall body 9 or may be provided separately.

図9(a)に示すように、インターロッキングブロック31が設けられる場合であっても、インターロッキングブロック31の上方に溝を形成し、溝に土15を充填すれば、基底部1と同様の機能を有する。   As shown in FIG. 9A, even when the interlocking block 31 is provided, if a groove is formed above the interlocking block 31 and the groove is filled with soil 15, the same as the base portion 1 It has a function.

また、図9(b)に示すように、縁石5よりもインターロッキングブロック31の高さが低い場合には、インターロッキングブロック31の上方全体に土15を充填してもよい。いずれの場合でもインターロッキングブロック31と土15によって基底部33が形成され、基底部33上に衝撃緩衝用ブロック7を設置固定すればよい。なお、基底部33に対しても、土15に埋設されるように、潅水パイプ13(図示せず)を設置することもできる。   Further, as shown in FIG. 9B, when the interlocking block 31 is lower in height than the curbstone 5, the soil 15 may be filled over the entire interlocking block 31. In either case, the base portion 33 is formed by the interlocking block 31 and the soil 15, and the shock buffering block 7 may be installed and fixed on the base portion 33. An irrigation pipe 13 (not shown) can also be installed on the base portion 33 so as to be buried in the soil 15.

第2の実施の形態にかかる衝撃緩衝構造30よれば、衝撃緩衝構造1と同様の効果を得ることができ、基底部33にインターロッキングブロック31が存在する場合に、パレット11を設けない場合であっても対応が可能な衝撃緩衝構造30を得ることができる。   According to the shock absorbing structure 30 according to the second embodiment, the same effect as that of the shock absorbing structure 1 can be obtained. When the interlocking block 31 is present in the base portion 33, the pallet 11 is not provided. Even if it exists, the impact buffer structure 30 which can respond can be obtained.

次に、第3の実施の形態について説明する。図10(a)は、第3の実施の形態にかかる衝撃緩衝構造40を示す図である。衝撃緩衝構造40は、基底部のみ衝撃緩衝構造1と異なる。すなわち、衝撃緩衝構造40は、パレット11に代えて、筒部材41が設けられる。   Next, a third embodiment will be described. FIG. 10A is a diagram illustrating an impact buffer structure 40 according to the third embodiment. The shock absorbing structure 40 is different from the shock absorbing structure 1 only in the base portion. That is, the shock absorbing structure 40 is provided with a cylindrical member 41 instead of the pallet 11.

図10(b)は筒部材41を示す斜視図である。筒部材41は四方を側壁45で囲まれた矩形の筒状部材である。筒部材41の側壁45で囲まれた空間の大きさは、衝撃緩衝用ブロック7の大きさとほぼ同等である。   FIG. 10B is a perspective view showing the cylindrical member 41. The cylindrical member 41 is a rectangular cylindrical member that is surrounded on all four sides by side walls 45. The size of the space surrounded by the side wall 45 of the cylindrical member 41 is substantially equal to the size of the shock buffering block 7.

図10(a)に示すように、衝撃緩衝構造40の基底部43は、筒部材41と土15等から構成される。筒部材41の下方には土15が充填される。衝撃緩衝用ブロック7は、筒部材41へ上方から挿入される。したがって、筒部材41と衝撃緩衝用ブロック7とは一体化される。なお、筒部材41の側壁45の一部に孔をあけて、潅水パイプ13を貫通させることもできる。   As shown in FIG. 10A, the base portion 43 of the shock absorbing structure 40 includes a cylindrical member 41, soil 15 and the like. The soil 15 is filled below the cylindrical member 41. The shock absorbing block 7 is inserted into the cylindrical member 41 from above. Therefore, the cylinder member 41 and the shock buffering block 7 are integrated. In addition, a hole can be made in a part of the side wall 45 of the cylindrical member 41 so that the irrigation pipe 13 can be penetrated.

第3の実施の形態にかかる衝撃緩衝構造40よれば、衝撃緩衝構造1と同様の効果を得ることができ、基底部43に筒部材41を設けることで、衝撃緩衝用ブロック7と基底部43とが確実に一体化される。   According to the shock absorbing structure 40 according to the third embodiment, the same effects as those of the shock absorbing structure 1 can be obtained. By providing the base member 43 with the cylindrical member 41, the shock absorbing block 7 and the base portion 43 are provided. And are securely integrated.

次に、第4の実施の形態について説明する。図11(a)は、第4の実施の形態にかかる板状部材50を示す斜視図であり、図11(b)は、板状部材50の平面図である。第4の実施の形態にかかる板状部材50は、板状部材または網状部材23と異なり、波形断面形状を有さない。   Next, a fourth embodiment will be described. FIG. 11A is a perspective view showing a plate-like member 50 according to the fourth embodiment, and FIG. 11B is a plan view of the plate-like member 50. Unlike the plate-like member or the net-like member 23, the plate-like member 50 according to the fourth embodiment does not have a wavy cross-sectional shape.

板状部材50は表裏それぞれに脚部53、55が形成される。脚部53、55は、それぞれ板状部材50の長手方向に略平行に設けられたリブ状の突起である。図11(b)に示すように、板状部材50の脚部53、55の設置位置は、板状部材50の幅方向に対してほぼ対象な位置に設けられる。また、脚部53と脚部55は、板状部材50の表裏でそれぞれずれた位置に設けられる。   The plate-like member 50 has leg portions 53 and 55 formed on the front and back sides, respectively. The leg portions 53 and 55 are rib-shaped protrusions provided substantially parallel to the longitudinal direction of the plate-like member 50, respectively. As shown in FIG. 11B, the installation positions of the leg portions 53 and 55 of the plate-like member 50 are provided at substantially target positions with respect to the width direction of the plate-like member 50. Further, the leg portion 53 and the leg portion 55 are provided at positions shifted on the front and back sides of the plate-like member 50.

板状部材50の脚部53、55のそれぞれの間には、孔51が複数設けられる。孔51は板状部材50の幅方向または長手方向のいずれかの中心線を基準とした線対象な位置には設けられない。   A plurality of holes 51 are provided between the leg portions 53 and 55 of the plate-like member 50. The hole 51 is not provided at a line target position with respect to the center line in either the width direction or the longitudinal direction of the plate member 50.

図12は、板状部材50が重ねられた状態を示す図である。板状部材50は、表裏を交互に反転させて積み重ねられる。すなわち、図12に示すように、板状部材50aが脚部55aを上方に向けて設置され、その上に板状部材55bが脚部55bを下方に向け、脚部53bを上方に向けて積み重ねられる。この際、脚部55aと脚部55bとが互いに接触する(図中D位置)。接触部は熱融着によって接合される。   FIG. 12 is a diagram illustrating a state in which the plate-like members 50 are stacked. The plate-like member 50 is stacked by alternately inverting the front and back. That is, as shown in FIG. 12, the plate-like member 50a is installed with the leg portion 55a facing upward, and the plate-like member 55b is stacked thereon with the leg portion 55b facing downward and the leg portion 53b facing upward. It is done. At this time, the leg portion 55a and the leg portion 55b come into contact with each other (D position in the figure). The contact portion is joined by heat sealing.

板状部材50bの上には板状部材50cが脚部53cを下方に向けて積み重ねられる。脚部53bと脚部53cは接触し同様に接合される。以上のようにして板状部材50が積み重ねられ、衝撃緩衝用ブロックが形成される。   On the plate member 50b, the plate member 50c is stacked with the legs 53c facing downward. The leg part 53b and the leg part 53c come into contact and are similarly joined. As described above, the plate-like members 50 are stacked to form an impact buffering block.

第4の実施の形態にかかる板状部材50よれば、衝撃緩衝構造1と同様の効果を得ることができ、加工性および施工性に優れた衝撃緩衝用ブロックを得ることができる。   According to the plate-shaped member 50 concerning 4th Embodiment, the effect similar to the impact buffer structure 1 can be acquired, and the block for impact buffers excellent in workability and workability can be obtained.

以上、添付図を参照しながら、本発明の実施の形態を説明したが、本発明の技術的範囲は、前述した実施の形態に左右されない。当業者であれば、特許請求の範囲に記載された技術的思想の範疇内において各種の変更例または修正例に想到し得ることは明らかであり、それらについても当然に本発明の技術的範囲に属するものと了解される。   As mentioned above, although embodiment of this invention was described referring an accompanying drawing, the technical scope of this invention is not influenced by embodiment mentioned above. It is obvious for those skilled in the art that various modifications or modifications can be conceived within the scope of the technical idea described in the claims, and these are naturally within the technical scope of the present invention. It is understood that it belongs.

例えば、板状部材または網状部材に設けられる孔の個数や配置は、実施例には限られない。裏表を反転して重ねた際に、孔が板状部材の面方向に一列に並ばず、ずれて配置されれば、任意の配置で良い。   For example, the number and arrangement of the holes provided in the plate-like member or the net-like member are not limited to the embodiment. When the front and back sides are reversed and stacked, the holes are not aligned in a line in the surface direction of the plate-like member, and any arrangement may be employed as long as they are displaced.

衝撃緩衝構造1を示す斜視図。1 is a perspective view showing an impact buffer structure 1. FIG. 衝撃緩衝構造1を示す正面図。1 is a front view showing an impact buffer structure 1. FIG. 衝撃緩衝ブロック7を示す斜視図。FIG. 6 is a perspective view showing an impact buffer block 7. 板状部材または網状部材23を示す斜視図。The perspective view which shows the plate-shaped member or the net-like member 23. FIG. 板状部材または網状部材23が重ねられた状態を示す平面図。The top view which shows the state in which the plate-shaped member or the net-like member 23 was piled up. 板状部材または網状部材23が重ねられた状態を示す図で、(a)は図5のA−A線断面図、(b)は図5のB−B線断面図。It is a figure which shows the state with which the plate-shaped member or the net-like member 23 was piled up, (a) is the sectional view on the AA line of FIG. 5, (b) is the sectional view on the BB line of FIG. 衝撃緩衝ブロック7の製造工程を示す図。The figure which shows the manufacturing process of the impact buffering block. 衝撃緩衝構造1の施工工程を示す図。The figure which shows the construction process of the shock absorbing structure 1. FIG. 衝撃緩衝構造30を示す図。The figure which shows the impact buffer structure. 衝撃緩衝構造40を示す図。The figure which shows the impact buffer structure. 板状部材50を示す図で、(a)は板状部材50の斜視図、(b)は板状部材50の平面図。2A and 2B are diagrams illustrating a plate-like member 50, in which FIG. 1A is a perspective view of the plate-like member 50, and FIG. 板状部材50が重ねられた状態を示す図。The figure which shows the state in which the plate-shaped member 50 was piled up.

符号の説明Explanation of symbols

1、30、40………衝撃緩衝構造
3………車道
5………縁石
7………衝撃緩衝用ブロック
9………壁体
11………パレット
13………潅水パイプ
15………土
17………アンカ
19………固定ベルト
21………ボルト
23………板状部材または網状部材
50………板状部材
25………孔
27………山部
28………谷部
29………植物
30………配管構造
31………インターロッキングブロック
33………基底部
41………筒部材
43………基底部
45………側壁
51………孔
53、55………脚部
1, 30, 40 ......... Shock buffer structure 3 ......... Road 5 ......... Curve 7 ...... Shock buffer block 9 ......... Wall body 11 ...... Pallet 13 ...... Irrigation pipe 15 ......... Earth 17 ......... Anchor 19 ......... Fixing belt 21 ......... Bolt 23 ......... Plate-like member or mesh-like member 50 ......... Plate-like member 25 ......... Hole 27 ......... Mountain 28 ......... Tani Portion 29 ......... Plant 30 ......... Piping structure 31 ......... Interlocking block 33 ......... Base part 41 ...... Cylinder member 43 ......... Base part 45 ......... Side wall 51 ......... Holes 53, 55 ………leg

Claims (7)

道路に設置された壁体近傍に使用される衝撃緩衝構造であって、
基底部と、
複数の孔が設けられた板状部材または網状部材が複数段重ねられて接合され、重ねられた前記板状部材または網状部材同士の間には空間が形成される衝撃緩衝用ブロックと、
を具備し、
前記基底部上に前記衝撃緩衝用ブロックが設置され、前記衝撃緩衝用ブロックは前記壁体に固定されることを特徴とする緑化機能を有する衝撃緩衝構造。
An impact buffer structure used in the vicinity of a wall installed on a road,
The base,
A shock absorbing block in which a plurality of plate-like members or net-like members provided with a plurality of holes are stacked and joined, and a space is formed between the stacked plate-like members or net-like members;
Comprising
An impact buffering structure having a greening function, wherein the impact buffering block is installed on the base, and the impact buffering block is fixed to the wall body.
前記板状部材または網状部材は波形断面を有し、
前記板状部材または網状部材は、断面形状が上下に対象となるように交互に反転されて重ねられ、
下段の前記板状部材または網状部材の上方への凸部と、上段の前記板状部材または網状部材の下方への凸部同士が接合され、下段の前記板状部材または網状部材の下方への凸部と上段の前記板状部材または網状部材の上方への凸部との間に空間が形成されることを特徴とする請求項1記載の緑化機能を有する衝撃緩衝構造。
The plate-like member or net-like member has a corrugated cross section,
The plate-like member or the net-like member is alternately reversed and overlapped so that the cross-sectional shape is a target up and down,
The upper projections of the lower plate-like member or net-like member and the lower projections of the upper plate-like member or net-like member are joined together, and the lower plate-like member or net-like member is moved downward. 2. The shock absorbing structure having a greening function according to claim 1, wherein a space is formed between a convex portion and an upward convex portion of the upper plate-like member or net-like member.
前記基底部は、
インターロッキングブロックまたはパレット上に設けられた土と、
前記土に埋設された潅水パイプと、
を具備することを特徴とする請求項1または請求項2に記載の緑化機能を有する衝撃緩衝構造。
The base is
Soil provided on an interlocking block or pallet;
An irrigation pipe embedded in the soil;
The shock absorbing structure having a greening function according to claim 1 or 2, wherein the shock absorbing structure has a greening function.
道路に設置された壁体近傍に使用される衝撃緩衝用ブロックであって、
板状部材または網状部材と、
前記板状部材または網状部材に設けられた複数の孔と、
を具備し、
前記板状部材または網状部材が複数段重ねられて接合され、
重ねられた前記板状部材または網状部材同士の間には空間が形成されることを特徴とする緑化機能を有する衝撃緩衝用ブロック。
An impact buffering block used in the vicinity of a wall installed on a road,
A plate-like member or a net-like member;
A plurality of holes provided in the plate-like member or the net-like member;
Comprising
A plurality of the plate-like members or net-like members are joined together;
An impact buffering block having a greening function, wherein a space is formed between the stacked plate-like members or net-like members.
前記板状部材または網状部材は、波形断面形状を有し、前記板状部材または網状部材の断面形状が上下に対象となるように交互に反転して重ね、重ねられた前記板状部材同士の接触部が熱融着や係り止めで接合されることを特徴とする請求項4記載の緑化機能を有する衝撃緩衝用ブロック。   The plate-like member or the net-like member has a corrugated cross-sectional shape, and the plate-like member or the net-like member is alternately reversed so that the cross-sectional shape of the plate-like member or the net-like member is a target up and down. The impact buffering block having a greening function according to claim 4, wherein the contact portion is joined by heat fusion or locking. 重ねられた波形断面形状の前記板状部材または網状部材の内、下段の前記板状部材または網状部材の上方への凸部と、上段の前記板状部材または網状部材の下方への凸部同士が接合され、下段の前記板状部材の下方への凸部と上段の前記板状部材の上方への凸部との間に空間が形成されることを特徴とする請求項5記載の緑化機能を有する衝撃緩衝用ブロック。   Of the stacked plate-like members or net-like members having a corrugated cross-sectional shape, the upper convex portions of the lower plate-like members or net-like members and the lower convex portions of the upper plate-like members or net-like members The greening function according to claim 5, wherein a space is formed between a downward projecting portion of the lower plate member and an upward projecting portion of the upper plate member. A shock-absorbing block. 道路に設置された壁体近傍の衝撃緩衝構造の施工方法であって、
インターロッキングブロックまたはパレット上に、土で潅水パイプを埋設した基底部を設ける工程と、
板状部材または網状部材と、前記板状部材または網状部材に設けられた複数の孔と、を具備し、前記板状部材または網状部材が複数段重ねられて接合され、重ねられた前記板状部材または網状部材同士の間に空間が形成される衝撃緩衝用ブロックを、前記基底部上に設置する工程と、
前記衝撃用緩衝ブロックを前記壁体へ固定する工程と、
を具備することを特徴とする緑化機能を有する衝撃緩衝構造の施工方法。
It is a construction method of an impact buffering structure near a wall body installed on a road,
On the interlocking block or pallet, the step of providing a base portion in which the irrigation pipe is embedded with soil,
The plate-like member having a plate-like member or a net-like member and a plurality of holes provided in the plate-like member or the net-like member, the plate-like member or the net-like member being stacked and joined in a plurality of stages. A step of installing an impact buffering block in which a space is formed between members or mesh members on the base portion;
Fixing the shock absorbing block to the wall;
The construction method of the shock-absorbing structure which has a greening function characterized by comprising.
JP2008174115A 2008-07-03 2008-07-03 Impact buffering block, impact buffering structure, method of constructing impact buffering structure, and method of manufacturing impact buffering block Pending JP2010013835A (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2015192410A1 (en) * 2014-06-17 2015-12-23 田艺儿 Guardrail used for road surface heat dissipation
CN112112102A (en) * 2020-10-13 2020-12-22 浙江万和建设有限公司 Municipal afforestation isolation barrier

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2015192410A1 (en) * 2014-06-17 2015-12-23 田艺儿 Guardrail used for road surface heat dissipation
CN112112102A (en) * 2020-10-13 2020-12-22 浙江万和建设有限公司 Municipal afforestation isolation barrier

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