JPH08193332A - Slope face stabilization vegetation shelf - Google Patents

Slope face stabilization vegetation shelf

Info

Publication number
JPH08193332A
JPH08193332A JP2127595A JP2127595A JPH08193332A JP H08193332 A JPH08193332 A JP H08193332A JP 2127595 A JP2127595 A JP 2127595A JP 2127595 A JP2127595 A JP 2127595A JP H08193332 A JPH08193332 A JP H08193332A
Authority
JP
Japan
Prior art keywords
arch
wall
ground
vertical
slope
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.)
Granted
Application number
JP2127595A
Other languages
Japanese (ja)
Other versions
JP2754522B2 (en
Inventor
Yasuhiro Yamada
泰弘 山田
Kunimitsu Yamada
邦光 山田
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.)
Kensetsu Kiso Engineering Co Ltd
Original Assignee
Kensetsu Kiso Engineering 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 Kensetsu Kiso Engineering Co Ltd filed Critical Kensetsu Kiso Engineering Co Ltd
Priority to JP7021275A priority Critical patent/JP2754522B2/en
Publication of JPH08193332A publication Critical patent/JPH08193332A/en
Application granted granted Critical
Publication of JP2754522B2 publication Critical patent/JP2754522B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)

Abstract

PURPOSE: To make it possible to create a full-scale vegetation which is favorable in outside appearance and high in strength and stabilize a slope face. CONSTITUTION: Anchors 1 are installed on a slope-faced natural ground properly separated from each other where there is erected a permanent form 2 made of a metal net- shaped material having an arc-shaped arch which is curved toward the natural ground. The anchors 1 are adapted to pass through a vertical part 4 installed toward the natural ground. Concrete 5 is cast into the form 2, thereby constructions an arch wall 6 and a vertical wall 7. The vertical wall 7 is fixed with the anchors 1. A soil dressing 8 is filled up between the arch wall 6 and the natural ground, thereby vegetating. The vertical wall 7 can be cast. After it is fixed with the anchors 1, a form 9 is 7 installed between the vertical walls 6 so that the arch wall 6 may be constructed. The arch wall 1 is strong enough as an arch type structural body where the thickness of the wall 6 can be reduced and a large volume of soil dressings may be brought in so that a full-scale vegetation may be available. The arch wall 6 makes it possible to be fixed with the natural ground by means of the anchors and endure not only the load of soil dressings but also collapse earth and sand load based on arch structure. This construction makes it produce an elegant arch wall shape and enhance the appearance of the whole slope face as well.

Description

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

【0001】[0001]

【産業上の利用分野】この発明は斜面に形成して景観を
良好にするための植生棚に関するものであって、特に斜
面の安定化も図ることが可能である斜面安定化植生棚に
関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a vegetation shelf which is formed on a slope to improve the scenery, and more particularly to a slope-stabilized vegetation shelf which can also stabilize the slope. is there.

【0002】[0002]

【従来の技術】斜面の景観を良好にするためと、斜面の
安定化との双方の目的を達成するために、図6に示すよ
うな植生棚が開発されている。植生棚は、地山の水平方
向に適宜間隔離して複数のアンカーaを打設し、このア
ンカーaにフラットな連続する壁部分bを固定し、壁部
分bと地山の間に客土cを詰めて植生している。このよ
うな植生棚では植生によって景観を良好にし、アンカー
aによって固定した壁部分bによって地山の崩れを押さ
えるものである。
2. Description of the Related Art A vegetation shelf as shown in FIG. 6 has been developed in order to achieve both the purpose of improving the landscape of the slope and the stabilization of the slope. In the vegetation shelf, a plurality of anchors a are installed by appropriately separating them in the horizontal direction of the natural ground, and a flat continuous wall portion b is fixed to the anchor a. Are packed and planted. In such a vegetation shelf, the landscape is improved by vegetation, and the wall portion b fixed by the anchor a suppresses the collapse of the ground.

【0003】図6に示す植生棚では、アンカーaにより
固定した部分はプレストレス力によって地山方向への力
が作用し、壁部分bの隣合うアンカーa・aの中間部分
には反対方向の力が作用し、図の下部に示すような応力
分布図となる。このような力に対応するためには、壁部
分bに鉄筋dを平行に二本以上配して、いわゆるRC剛
構造としなければならない。従ってその設計・施工が複
雑で難しく、また構造材としての鉄筋やコンクリートな
ども多く必要となり、施工が手間取るとともに施工費も
高騰する。
In the vegetation shelf shown in FIG. 6, a prestressing force acts on the portion fixed by the anchor a in the natural direction, and the intermediate portion of the adjacent anchors a and a on the wall portion b is in the opposite direction. The force is applied, resulting in a stress distribution diagram as shown at the bottom of the figure. In order to cope with such a force, it is necessary to arrange two or more reinforcing bars d in parallel to the wall portion b to form a so-called RC rigid structure. Therefore, its design and construction are complicated and difficult, and many reinforcing bars and concrete are required as structural materials, which makes the construction time-consuming and the construction cost rises.

【0004】[0004]

【この発明が解決しようとする課題】このために、本件
出願人は既に特願平5ー47193号(特開平6ー24
0679号公報)として新しい構造の植生棚を提供して
いる。同出願にかかる植生棚は、エキスパンドメタルな
どの金網材を袋状にしてその両端をアンカーに固定し、
地山の荷重を金網のフープテンション力によって受ける
フープテンション材として使用するものである。
For this reason, the applicant of the present invention has already filed Japanese Patent Application No. 5-47193 (Japanese Patent Application Laid-Open No. 6-24).
No. 0679), a vegetation shelf having a new structure is provided. The vegetation shelf according to the same application has a bag-shaped wire mesh material such as expanded metal and is fixed at both ends to anchors.
It is used as a hoop tension material that receives the load of the ground by the hoop tension force of the wire mesh.

【0005】前記した植生棚は、金網材をフープテンシ
ョン材として使用するため、壁部分の構造が簡易になり
地山の崩壊の荷重をフープテンション構造で押さえるこ
とが可能となる。しかしながら、このような構造は美観
の点でいまひとつ充分と言えない。つまり斜面を眺望す
るとき、壁部分はフラットに断差状の形状としか表われ
ず、美観に乏しい。
In the above-mentioned vegetation shelf, since the wire mesh material is used as the hoop tension material, the structure of the wall portion is simplified and the load of collapse of the ground can be suppressed by the hoop tension structure. However, such a structure is not enough in terms of aesthetics. In other words, when you look at the slope, the wall appears flat and has a guttered shape, which is unaesthetic.

【0006】この発明は以上のような課題を解決するた
めになされたもので、構造体としての構造が簡易であ
り、大きな土砂荷重に耐え得るとともに、更に美観が良
好で、斜面の景観を著しく向上させる斜面安定化植生棚
を提供することを目的とするものである。
The present invention has been made in order to solve the above problems. It has a simple structure, can withstand a large load of earth and sand, has a good aesthetic appearance, and has a remarkable slope landscape. It is intended to provide an improved slope-stabilized vegetation shelf.

【0007】[0007]

【課題を解決するための手段】この発明にかかる斜面安
定化植生棚は、斜面の地山には、左右に適宜間隔づつ離
してアンカーを打設する。このアンカーとしてはロック
ボルトタイプのものも採用できるが、複数本の緊張材を
シースの中に通して地山に掘削した削孔内に挿入し、硬
化材を注入して定着するグラウンドアンカーが好適であ
る。アンカーの種類は現場の地山条件と施工条件に応じ
て決定する。地山には、斜面に向かって円弧状に湾曲す
るアーチ部を有する捨て型枠を起立する。捨て型枠とし
てはエキスパンドメタルやクリンプ金網などの金網材を
使用する。隣合うアーチ部の間には、地山に向かって縦
部が設けられており、前記したアンカーの地表からの突
出部分を、この縦部の中を貫通させる。アーチ部と縦部
には、コンクリートやモルタルなどの硬化材を打設して
アーチ壁と縦壁を形成する。この縦壁の前面にてアンカ
ーを固定するもので、グラウンドアンカーの場合にはプ
レストレス力を与えた後アンカーの緊張材をアンカーヘ
ッドなどの定着部に固定する。アーチ壁と地山との間に
客土を詰め、植生する。
In the slope-stabilized vegetation shelf according to the present invention, anchors are installed in the ground of the slope at appropriate intervals on the left and right sides. A rock bolt type anchor can also be used as this anchor, but a ground anchor that inserts a hardening material by inserting multiple tension materials through a sheath into a drilled hole in the ground and fixing it is preferable. Is. The type of anchor is determined according to the ground conditions and construction conditions at the site. In the natural ground, a discarding form having an arch portion curved in an arc shape toward the slope is erected. Wire mesh materials such as expanded metal and crimp wire mesh are used as the discarding form. A vertical portion is provided between adjacent arch portions toward the natural ground, and the above-mentioned protruding portion of the anchor from the ground surface penetrates through the vertical portion. A hard material such as concrete or mortar is cast on the arch and the vertical to form the arch and vertical walls. The anchor is fixed on the front surface of the vertical wall. In the case of a ground anchor, a prestressing force is applied and then the tension material of the anchor is fixed to a fixing portion such as an anchor head. The soil is filled between the arch wall and the ground and vegetation is planted.

【0008】縦壁を予めプレキャスト製としておき、縦
壁を先に設置してアンカーによって固定してもよい。地
山上に設置したこの縦壁内に、地山に打設したアンカー
の地表からの突出部分を貫通させる。プレストレス力を
与えて縦壁にアンカーを定着した後、隣合う縦壁の間に
地山に向かって円弧状に湾曲したアーチ壁用捨て型枠を
起立して、縦壁に突出させた鉄筋と溶接するなどして縦
壁と連結する。このアーチ壁用捨て型枠にコンクリート
やモルタルなどの硬化材を打設する。
The vertical wall may be precast, and the vertical wall may be installed first and fixed by an anchor. The protruding part of the anchor placed on the ground from the surface of the earth penetrates into this vertical wall installed on the ground. After pre-stressing the anchors on the vertical walls, the arched wall formwork curved in an arc shape toward the natural ground is erected between the adjacent vertical walls, and the reinforcing bars protruding from the vertical walls It is connected to the vertical wall by welding. Hardening materials such as concrete and mortar are placed on the arch formwork.

【0009】[0009]

【作用】アーチ壁は左右両端をアンカーによって固定さ
れた地山に向かって湾曲するアーチ型構造であって、ア
ーチ壁に作用する土砂荷重をアーチ型構造体として受け
る。アーチ型構造は荷重を強固に受ける構造体として機
能するため、壁を薄く、且つ簡易にすることができる。
壁を薄くした分、客土の量を多くすることができ、本格
的な植生が可能となる。地山に向かって湾曲したアーチ
壁は美観に優れ、斜面全体の景観を向上させる。縦壁を
通したアンカーによって地山に固定しており、客土荷重
以外に、崩壊土砂荷重に対しても耐えることができる。
縦壁をプレキャスト製とすることにより、施工を簡易に
できるとともに、先にアンカーにプレストレス力を与え
て定着してその後アーチ壁を構築でき、プレストレス力
によってアーチ壁へ損傷を与えない。
The arch wall has an arch-shaped structure in which both right and left ends are curved toward the natural ground fixed by anchors, and receives the earth and sand load acting on the arch wall as the arch-shaped structure. Since the arch-shaped structure functions as a structure that strongly receives a load, the wall can be made thin and simple.
The thinner the wall, the more soil can be used, which enables full-scale vegetation. The arch wall that curves toward the ground is aesthetically pleasing and improves the landscape of the entire slope. Since it is fixed to the ground by an anchor that passes through the vertical wall, it can withstand load of collapsed earth and sand as well as load of soil.
By precasting the vertical wall, the construction can be simplified, and the anchor wall can be prestressed and fixed before the arch wall can be constructed. The prestressing force does not damage the arch wall.

【0010】[0010]

【実施例】以下、図に示す実施例に基づきこの発明を詳
細に説明する。図1において1はグラウンドアンカーで
あって、斜面の地山に左右に適宜間隔づつ離れて複数本
打設してある。地山の上に、エキスパンドメタル二枚を
向き合わせにしてスペーサーで間隔を保持した捨て型枠
2を起立する。捨て型枠2は地山に向かって円弧状に湾
曲したアーチ部3と地山に向かって伸びる縦部4を備え
ており、アーチ部3は左右に適宜間隔づつ離れて複数設
けられており、縦部4は隣合うアーチ部3の各間から地
山に向かって伸びている。エキスパンドメタルであるた
め、地山の凹凸にも斜面の傾斜角度にも容易に合わせる
ことができる。前記したアンカー1は、縦部4の中を通
しておく。アーチ部3や縦部4には任意にパイプを配し
ておき、通水孔11を形成するようにしてもよい。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described in detail below based on the embodiments shown in the drawings. In FIG. 1, reference numeral 1 denotes a ground anchor, and a plurality of ground anchors are laid in the ground on the slope at appropriate intervals on the left and right. On top of the ground, the two discarding molds 2 facing each other with the expanded metal facing each other are placed upright. The discarding formwork 2 includes an arch portion 3 curved in an arc shape toward the ground and a vertical portion 4 extending toward the ground, and the plurality of arch portions 3 are provided at right and left at appropriate intervals. The vertical portion 4 extends from between the adjacent arch portions 3 toward the ground. Since it is an expanded metal, it can be easily adjusted to the unevenness of the ground and the inclination angle of the slope. The anchor 1 described above is passed through the vertical portion 4. A pipe may be arbitrarily arranged in the arch portion 3 or the vertical portion 4 to form the water passage hole 11.

【0011】捨て型枠2のアーチ部3と縦部4に硬化材
であるコンクリート5を打設してアーチ壁6と縦壁7を
構築する。コンクリート5が硬化後、アンカー1にプレ
ストレス力を与えて定着する。アーチ壁6と地山との間
に客土8を詰め、植生する。アーチ部6は地山に向かっ
て湾曲したアーチ型構造として機能するため、一般のア
ーチ型構造と同じく荷重を圧縮力として受ける強固な構
造物として機能する。従ってアーチ壁6にはクラックが
入らず、信頼性の高い構造物となる。また強度が強い分
アーチ壁6の厚さを薄く、そして高く形成でき、大量の
客土8を詰めることができる。またアンカー1によって
地山に固定しているため、客土荷重のみならず地山の崩
壊土砂荷重も支えることができ、斜面安定化の構造物と
しても有効に機能する。更にアーチ壁6の地山に向かっ
て湾曲した形状が斜面に表われて、斜面全体の景観を向
上させる。
Concrete 5 which is a hardening material is cast on the arch portion 3 and the vertical portion 4 of the discarding form 2 to construct the arch wall 6 and the vertical wall 7. After the concrete 5 is hardened, the anchor 1 is prestressed and fixed. The soil 8 is packed between the arch wall 6 and the natural ground, and vegetation is carried out. Since the arch portion 6 functions as an arch-shaped structure that curves toward the ground, it functions as a solid structure that receives a load as a compressive force, similar to a general arch-shaped structure. Therefore, the arch wall 6 is not cracked, and the structure has high reliability. Further, since the strength of the arch wall 6 is high, the arch wall 6 can be made thin and high, and a large amount of the soil 8 can be packed. Further, since it is fixed to the ground by the anchor 1, it can support not only the load of the earth's soil but also the load of the collapsed soil of the ground, and it effectively functions as a structure for stabilizing the slope. Further, the curved shape of the arch wall 6 toward the natural ground appears on the slope, improving the landscape of the entire slope.

【0012】図5に示すのは縦壁7をプレキャストコン
クリート製としたものであり、この縦壁7を左右に適宜
間隔づつ離して地山上に設置し、地山に打設したアンカ
ー1の地表からの突出部分を通す。アンカー1にプレス
トレス力を与えて定着し、隣合う縦壁7・7の間にアー
チ壁用捨て型枠9を設置する。アーチ壁捨て型枠9の両
端部は、縦壁7の前面左右に突出させた鉄筋10に溶接
して連結する。アーチ壁用捨て型枠9にコンクリート5
を打設してアーチ壁6を構築する。このように、比較的
強度の劣化の可能性の少ないプレキャスト製の縦壁7
に、先にプレストレス力を与えてアンカー1を定着する
ことによって、縦壁7にクラックなどが発生するなどの
損傷を極力回避でき、また現場打ち形成のアーチ壁6に
はプレストレス力を一切作用させず、アーチ壁6への損
傷がない。
FIG. 5 shows the vertical wall 7 made of precast concrete. The vertical walls 7 are installed on the ground with a proper distance between the left and right sides, and the surface of the anchor 1 placed on the ground is grounded. Through the protruding part. A prestressing force is applied to the anchor 1 to fix it, and an arch wall discarding form 9 is installed between the adjacent vertical walls 7. Both ends of the arch wall discard form 9 are welded to and connected to the reinforcing bars 10 projecting to the left and right of the front surface of the vertical wall 7. Concrete 5 for arch form 9 for arch walls
To construct the arch wall 6. In this way, the vertical wall 7 made of precast with relatively less possibility of deterioration in strength.
In addition, by pre-stressing the anchor 1 to fix it, damage such as cracks in the vertical wall 7 can be avoided as much as possible, and the pre-stressed arch wall 6 is not prestressed at all. No action and no damage to the arch wall 6.

【0013】[0013]

【発明の効果】この発明は以上のような構成を有し、以
下の効果を得ることができる。 アーチ型構造となるアーチ壁としてあるため強度が高
く、壁を薄く、高く構築でき、大容量の客土を詰めて本
格的な植生が可能となる。 アーチ型構造となるアーチ壁としてあるため、アーチ
壁には圧縮応力が作用するこになり、アーチ壁にはクラ
ックが入らず、信頼性の高い構造物となる。 棚は縦壁を通したアンカーによって地山に固定したた
め、客土荷重のみならず崩壊土砂荷重にも耐え得る斜面
安定化構造体としても機能する。 アーチ壁は地山に向かって湾曲した優美なアーチ形状
を表わして美観的に優れており、植生に加えて壁の形状
によっても斜面全体の景観を一層向上させる。 縦壁をプレキャスト製とすることにより、アンカーに
プレストレス力を与えてもアーチ壁には緊張による損傷
を一切与えることがない。 縦壁は現場打ち、プレキャストのいずれも採用でき、
現場に適した形で任意に選択でき、経済性が高い。 アーチ壁はアーチ型構造として地山の土砂荷重や客土
荷重に対しての耐力が大きいので、従来と比較して縦壁
同士の間隔(1スパン)を大きく隔てることが出来、縦
壁やアンカーの数を少なくすることができ、経済的に施
工できる。 アーチ壁はアーチ型構造体であるため強度が高く、鉄
筋などの材料を少なくして、安価に施工可能となる。 型枠は金網状材からなるため、地山の凹凸や斜面の傾
斜に合わせるのが容易である。
The present invention has the above-mentioned structure and can obtain the following effects. Since it is an arch wall with an arch type structure, it has high strength, and the wall can be made thin and high, and full-scale vegetation is possible by filling a large volume of soil. Since it is an arch wall having an arch type structure, compressive stress acts on the arch wall, and the arch wall is not cracked, resulting in a highly reliable structure. Since the shelves are fixed to the ground by anchors that pass through the vertical walls, they also function as a slope stabilization structure that can withstand not only the load on the soil but also the load on the collapsed soil. The arch wall shows an elegant arch shape curved toward the ground, and is aesthetically excellent. In addition to vegetation, the shape of the wall further enhances the landscape of the entire slope. By precasting the vertical walls, pre-stressing the anchors does not damage the arch walls due to tension. The vertical wall can be either cast on site or precast,
Highly economical because it can be arbitrarily selected in a form suitable for the site. Since the arch wall has an arch-shaped structure and has a large proof load against earth and sand loads and soil load, the vertical walls and anchors can be separated from each other by a large distance (1 span) between the vertical walls. The number of can be reduced and the construction can be performed economically. Since the arch wall is an arch-shaped structure, it has high strength and can be constructed at low cost by using less material such as reinforcing bars. Since the mold is made of wire mesh material, it is easy to match it with the unevenness of the ground and the slope of the slope.

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

【図1】斜面安定化植生棚の斜視図である。FIG. 1 is a perspective view of a slope-stabilized vegetation shelf.

【図2】斜面安定化植生棚の平面図である。FIG. 2 is a plan view of a slope-stabilized vegetation shelf.

【図3】図2のA−A線断面図である。3 is a cross-sectional view taken along the line AA of FIG.

【図4】図2のB−B線断面図である。FIG. 4 is a sectional view taken along line BB in FIG.

【図5】プレキャスト製の縦壁を使用した斜視図であ
る。
FIG. 5 is a perspective view using a vertical wall made of precast.

【図6】従来の植生棚の横断面図である。FIG. 6 is a cross-sectional view of a conventional vegetation shelf.

【符号の説明】[Explanation of symbols]

1 アンカー 2 捨て型枠 3 アーチ部 4 縦部 5 コンクリート 6 アーチ壁 7 縦壁 8 客土 9 アーチ壁用捨て型枠 10 鉄筋 11 通水孔 1 Anchor 2 Discarded formwork 3 Arch part 4 Vertical part 5 Concrete 6 Arch wall 7 Vertical wall 8 Customer soil 9 Discarded formwork for arch wall 10 Rebar 11 Water passage hole

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 斜面の地山に左右に適宜間隔づつ離して
アンカーを打設し、斜面に向かって円弧状に湾曲するア
ーチ部を有する金網状材からなる捨て型枠を地山上に起
立し、捨て型枠には隣合うアーチ部間に地山に向かって
縦部が設けられており、この縦部内に前記アンカーを通
し、捨て型枠のアーチ部と縦部には硬化材を打設してア
ーチ壁と縦壁を形成し、この縦壁を前記アンカーに固定
し、アーチ壁と地山との間に植生用客土を詰めてなる斜
面安定化植生棚。
Claims: 1. Anchors are placed on the ground of the slope at an appropriate distance from each other on the left and right, and a discarding form made of wire mesh material having an arch portion curved in an arc shape toward the slope is erected on the ground. , The discarding form has a vertical part between adjacent arch parts toward the ground, the anchor is passed through the vertical part, and a hardening material is placed in the arch part and the vertical part of the discarding form. A slope-stabilized vegetation shelf in which an arch wall and a vertical wall are formed, the vertical wall is fixed to the anchor, and vegetation soil is filled between the arch wall and the ground.
【請求項2】 斜面の地山に左右に適宜間隔づつ離して
アンカーを打設し、斜面の地山に左右に適宜間隔づつ離
してプレキャスト製の縦壁を設置し、この縦壁を前記ア
ンカーに固定し、隣合う縦壁の間に斜面に向かって円弧
状に湾曲する金網状材からなるアーチ壁用捨て型枠を地
山上に起立し、このアーチ壁用捨て型枠に硬化材を打設
してアーチ壁を形成し、アーチ壁と地山との間に植生用
客土を詰めてなる斜面安定化植生棚。
2. Anchors are laid in the ground on the slope at an appropriate interval on the left and right sides, and vertical walls made of precast are installed on the ground on the slope at an appropriate interval in the left and right, and the vertical walls are the anchors. Fixed to the vertical wall, the arch wall waste formwork made of wire mesh material curved in an arc shape toward the slope between the adjacent vertical walls is erected on the ground, and the hardened material is applied to the archwall waste formwork. A slope-stabilized vegetation shelf that is installed to form an arch wall and is filled with vegetation soil between the arch wall and the ground.
JP7021275A 1995-01-14 1995-01-14 Slope stabilized vegetation shelf Expired - Fee Related JP2754522B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7021275A JP2754522B2 (en) 1995-01-14 1995-01-14 Slope stabilized vegetation shelf

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7021275A JP2754522B2 (en) 1995-01-14 1995-01-14 Slope stabilized vegetation shelf

Publications (2)

Publication Number Publication Date
JPH08193332A true JPH08193332A (en) 1996-07-30
JP2754522B2 JP2754522B2 (en) 1998-05-20

Family

ID=12050582

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7021275A Expired - Fee Related JP2754522B2 (en) 1995-01-14 1995-01-14 Slope stabilized vegetation shelf

Country Status (1)

Country Link
JP (1) JP2754522B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108487266A (en) * 2018-06-01 2018-09-04 宁夏力丰农机制造有限公司 A kind of cutting arched framework beam forms
US10724199B2 (en) 2015-10-06 2020-07-28 Soletanche Freyssinet Wharf constituted by arched walls and plane ties

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS56500049A (en) * 1979-01-30 1981-01-16
JPH06240679A (en) * 1993-02-12 1994-08-30 Kensetsu Kiso Eng Co Ltd Vegetation shelf for slope protection

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS56500049A (en) * 1979-01-30 1981-01-16
JPH06240679A (en) * 1993-02-12 1994-08-30 Kensetsu Kiso Eng Co Ltd Vegetation shelf for slope protection

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US10724199B2 (en) 2015-10-06 2020-07-28 Soletanche Freyssinet Wharf constituted by arched walls and plane ties
EP3359744B1 (en) * 2015-10-06 2022-03-16 Soletanche Freyssinet Foundation structure
CN108487266A (en) * 2018-06-01 2018-09-04 宁夏力丰农机制造有限公司 A kind of cutting arched framework beam forms

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