JP2627050B2 - How to set up a stone gabion - Google Patents

How to set up a stone gabion

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Publication number
JP2627050B2
JP2627050B2 JP5278903A JP27890393A JP2627050B2 JP 2627050 B2 JP2627050 B2 JP 2627050B2 JP 5278903 A JP5278903 A JP 5278903A JP 27890393 A JP27890393 A JP 27890393A JP 2627050 B2 JP2627050 B2 JP 2627050B2
Authority
JP
Japan
Prior art keywords
gabion
stone
frame
line
protective frame
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.)
Expired - Fee Related
Application number
JP5278903A
Other languages
Japanese (ja)
Other versions
JPH07109718A (en
Inventor
井 諄 一 白
Original Assignee
瀬戸内金網商工株式会社
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Filing date
Publication date
Application filed by 瀬戸内金網商工株式会社 filed Critical 瀬戸内金網商工株式会社
Priority to JP5278903A priority Critical patent/JP2627050B2/en
Publication of JPH07109718A publication Critical patent/JPH07109718A/en
Application granted granted Critical
Publication of JP2627050B2 publication Critical patent/JP2627050B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】本発明は、河川工事等の広い面積
に石詰蛇篭を設置する際、石詰蛇篭の変形や損傷等を防
止するようにした保護枠体を使用した石詰蛇篭の吊り上
げ移動による設置方法に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a stone gabion using a protective frame for preventing deformation and damage of the stone gabion when installing the stone gabion in a large area such as river construction. The present invention relates to a method of installation by lifting and moving.

【0002】[0002]

【従来の技術】従来、石詰体の施設方法として、所定の
場所に多数配列した各蛇篭本体の内周側面に略合致する
両側部に補強用支線を通過させる切り欠き溝を少なくと
も1対以上形成した保護枠体を立設し、該保護枠体を介
して蛇篭本体内へ石を充填した後で、前記切り欠き溝の
上部より補強用支線を挿入し、蛇篭骨線に結着した後、
前記保護枠体を除去することにより施設するもの(特開
平5−140946号公報参照)が存在している。
2. Description of the Related Art Conventionally, as a method of installing a stone filling body, at least one pair of notched grooves for passing a reinforcing branch line on both sides substantially matching the inner peripheral side surface of each of a plurality of gabion bodies arranged at predetermined locations has been known. After the formed protection frame is erected, and after the stone is filled into the gabion main body through the protection frame, a reinforcing branch line is inserted from above the cutout groove and attached to the gabion bone line. ,
There is a facility provided by removing the protective frame (see JP-A-5-140946).

【0003】[0003]

【発明が解決しようとする課題】しかしながら、前記の
従来技術において、自然環境の維持、復元等が重視され
るにしたがって、河川工事などで多様な石詰体(蛇篭等
による石詰体)の需要が増加している現況から見て、石
詰め時に蛇篭の各側片を変形しないで支持することはで
きるが、広い面積の石詰体の施設には適していないとい
う問題点があった。本発明は、このような事情に鑑み、
前記従来技術の欠点を解消し、簡単な構成で多様な石詰
蛇篭の設置作業を建設機械の使用により行う場合でも、
石詰蛇篭の立設を容易にすると共に、ネット、枠線等を
損傷せず、形状も崩さないで石詰蛇篭を吊り上げ、移動
できるようにした石詰蛇篭の設置方法を提供することを
目的とするものである。
However, in the prior art described above, as importance is placed on maintaining and restoring the natural environment, there is a demand for various stone-filled bodies (stone-filled bodies such as gabions) in river construction and the like. In view of the current situation where stones are increasing, each side piece of the gabion can be supported without deformation when stuffing stones, but there is a problem that it is not suitable for large-sized stone stuffing facilities. The present invention has been made in view of such circumstances,
Eliminate the disadvantages of the prior art, even when using a construction machine to perform the installation work of various stone gabions with a simple configuration,
An object of the present invention is to provide an installation method of a stone gabion that facilitates the erecting of the stone gabion and that allows the stone gabion to be lifted and moved without damaging a net, a frame line, etc., and without breaking its shape. It is assumed that.

【0004】[0004]

【課題を解決するための手段】本発明は、前記の課題の
解決を図ったもので、次の技術的手段を採用した。上面
を除いた底面と側面の各面とによりなる大型の蛇篭の外
側に底部補強枠線を付設した蛇篭の上端部の枠線部の任
意ヶ所を、枠線または胴網列線を、でき得れば枠線と胴
網列線ともども吊り下げ用枠より垂下した吊り上げ用ワ
イヤロープ等で懸垂して、蛇篭と、詰石等が変形しない
ように、保護枠体、詰石、蛇篭を一体で吊り上げ移動す
る石詰蛇篭において、大型の蛇篭の内に数個に分割した
夫々独立した保護枠体を一群として立設して、各保護枠
体、詰石、蛇篭を一体で吊り上げ移動する、という技術
手段を採用した。
SUMMARY OF THE INVENTION The present invention has been made to solve the above problems, and employs the following technical means. A gabion with a bottom reinforcement frame line attached to the outside of a large gabion consisting of the bottom surface and the side surfaces excluding the top surface can form a frame line or a trunk line at any point on the top frame of the gabion. If both the frame line and the trunk line are suspended with a lifting wire rope hanging down from the hanging frame, the gabion and the packing stone, etc. are integrated so that the gabion and the packing stone are not deformed. In a stone gabion that is lifted and moved, separate protection frames divided into several pieces are set up as a group in a large gabion, and each protection frame, packing stone, and gabion are lifted and moved together. Technical means were adopted.

【0005】[0005]

【作用】本発明は、以上の技術手段を採用することによ
り、簡単な構成で、石を手詰め、機械詰めする際、蛇篭
の枠線、胴線の変形を確実に防止することができる。し
かも、吊り上げ装置により、保護枠体と詰石と蛇篭とを
一体的に吊り上げて移動できるものである。
According to the present invention, by employing the above technical means, it is possible to reliably prevent deformation of the frame and trunk of the gabion when the stone is hand-packed or machine-packed with a simple structure. In addition, the lifting device allows the protective frame, the filling stone, and the gabion to be lifted and moved together.

【0006】[0006]

【実施例】以下、本発明の一実施例を添付図面で詳細に
説明する。先ず、保護枠体2の第1実施例について、図
1で詳細に説明すると、蛇篭1の内周側面に略合致する
保護枠体2で、底面と上面は無く、側面の高さは蛇篭の
深さより若干高く、側面の下端より上方に向かって蛇篭
の深さより若干長い切り欠き溝6を、相対する2側面に
少なくとも1対以上形成したものである。また、この切
り欠き溝は隣接する相対する側面に1対以上設けて、支
線を直交して設けることも可能である。なお、高さは適
用蛇篭1の深さより高いものであれば、その上限は、使
用上不便にならない限り任意である。蛇篭の内周側面に
略合致するとは、蛇篭1の側面の内寸と保護枠体2の側
枠3の外寸の関係が保護枠体2を抜取りする際に、きつ
くない程度のものであれば良く、あまり差が大きくなる
と詰め石量に影響するので好ましくない。また、切り欠
き溝6の形状は任意で種々設計できることはいうまでも
ない。これは保護枠体2の上部には支持部が形成されて
いるので、この保護枠体2を備えた蛇篭1に石を充填し
た後、保護枠体2の支持部を把持して除去する。そして
蛇篭1の底面上に蛇篭1の上面と底面とを除く各側面を
保護枠体の各側面が寄り添うて立設されるので、蛇篭1
の組み立てが簡易かつ確実である。さらに、組み立てが
ほとんど終わった蛇篭の内側に保護枠体を寄り添うて立
設し、蛇篭の立設を一層確実なものとすることができ
る。あるいは蛇篭の底面の上に保護枠体を立設し、その
保護枠体に依存して蛇篭1の側面を組み立てると蛇篭1
の組み立てが容易である。石詰め特に機械による石詰め
に際し、保護枠体は蛇篭1のネットや枠線の損傷を防ぐ
と共に蛇篭1の整形を保つ。また、蛇篭の大きさ等によ
っては保護枠体を数個に分割しそれを一群で立設しても
よい。かくて、石詰を終った蛇篭1と保護枠体と詰石と
では、詰石が保護枠体の各側面を横に圧迫する。保護枠
体の各側面は保護枠体の有する弾性力で、蛇篭1の各側
面を横に圧迫する。蛇篭1の各側面同志は連結されてい
るから保護枠体の側面は蛇篭1の内径以上には横に拡大
することなく詰石を挟圧する。詰石同志の摩擦と相乗し
て詰石の降下力を減少さすので、蛇篭1の側面を比較的
平面に保ち、蛇篭1の底面が変形を生じない。このこと
と型枠各側面が詰石を挟圧していることが相まって、内
側用型枠を添設した蛇篭1に詰石を充満して静かに吊り
上げることができる。蛇篭1の形状・大きさと詰石の種
類によって、蛇篭1の底面が変形すると予想される場合
は、詰石片寄り制御の中仕切を適当数、蛇篭1の内に付
設すればよい。この場合は、特開平5−140946号
公報に示す如き「切り欠き溝を有する保護枠体」を用い
る。蛇篭1の側面及び底面に中仕切の下側と両側を連結
するから、詰石の姿勢を保つことができると共に、蛇篭
1の底面が下方にふくらみ変形することがない。このよ
うな詰石後の蛇篭1と保護枠体とを同時に吊り上げ、所
定の位置に移動して設置する。その後、保護枠体を上方
に引き抜き、詰石の上面を整形した上で、上面蓋を蛇篭
に連結すると良い。さらに、保護枠体2を備えた蛇篭1
に石を充填した後、切り欠き溝6を利用して補強用支線
7を挿通して蛇篭1の骨線4等に結着し、その後、抜き
取る場合に有効なフック等の係止部材を保護枠体2の上
部に形状、数量、位置を適宣選択して取り付けてある。
保護枠体2の材料は、金属が好ましいが木材、強化プラ
スチック材等、強度的に可能であれば任意の材料を使用
できるし、材料の強化のために表面に凹凸加工を施すこ
とも良い。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS One embodiment of the present invention will be described below in detail with reference to the accompanying drawings. First, the first embodiment of the protective frame 2 will be described in detail with reference to FIG. 1. The protective frame 2 substantially matches the inner peripheral side surface of the gabion 1, and has no bottom surface and upper surface. At least one pair of notched grooves 6 slightly higher than the depth and slightly longer than the depth of the gabion upward from the lower end of the side surface are formed on two opposing side surfaces. It is also possible to provide one or more pairs of the notched grooves on adjacent and opposing side surfaces, and to provide the branch lines at right angles. In addition, as long as the height is higher than the depth of the applicable gabion 1, the upper limit is arbitrary as long as it is not inconvenient in use. The phrase “substantially coincides with the inner peripheral side surface of the gabion” means that the relationship between the inner dimension of the side surface of the gabion 1 and the outer dimension of the side frame 3 of the protective frame 2 is such that the protective frame 2 is not tightly pulled out. If the difference is too large, it affects the amount of packing stones, which is not preferable. It goes without saying that the shape of the cutout groove 6 can be arbitrarily designed in various ways. Since the supporting portion is formed on the upper portion of the protective frame 2, the gabion 1 provided with the protective frame 2 is filled with stone, and then the supporting portion of the protective frame 2 is gripped and removed. Then, on the bottom surface of the gabion 1, each side surface except the top surface and the bottom surface of the gabion 1 is erected with the respective side surfaces of the protective frame close to each other.
Assembly is simple and reliable. Further, the protection frame body is erected on the inside of the gabion that has been almost completely assembled, so that the gabion can be more reliably erected. Alternatively, a protective frame is erected on the bottom of the gabion, and the side of the gabion 1 is assembled depending on the protective frame.
Is easy to assemble. In stuffing stones, especially by mechanical stuffing, the protective frame prevents damage to the net and frame lines of the gabion 1 and keeps the gabion 1 in shape. Further, depending on the size of the gabion, etc., the protection frame may be divided into several parts and may be erected in groups. Thus, in the gabion 1, the protective frame, and the filling stone that have been filled with stone, the filling stone compresses each side of the protective frame sideways. Each side surface of the protective frame presses each side of the gabion 1 sideways by the elastic force of the protective frame. Since the side surfaces of the gabion 1 are connected to each other, the side surfaces of the protective frame body press the packing stone without expanding laterally beyond the inner diameter of the gabion 1. Since the descent of the filling stone is reduced in synergy with the friction of the filling stone, the side surface of the gabion 1 is kept relatively flat, and the bottom surface of the gabion 1 does not deform. This, combined with the fact that each side of the formwork presses the filling stone, allows the gabion 1 with the inner formwork to be filled with the filling stone and gently lifted. When it is expected that the bottom surface of the gabion 1 is deformed depending on the shape and size of the gabion 1 and the type of the filling stone, an appropriate number of partitions for controlling the filling of the gabion 1 may be provided in the gabion 1. In this case, a "protective frame having a cutout groove" as disclosed in JP-A-5-140946 is used. Since the lower side and both sides of the partition are connected to the side and bottom surfaces of the gabion 1, the posture of the filling stone can be maintained and the bottom surface of the gabion 1 does not bulge downward. The gabion 1 and the protection frame body after the filling are simultaneously lifted, moved to a predetermined position, and installed. After that, it is preferable to pull out the protective frame upward, shape the upper surface of the filling stone, and connect the upper cover to the gabion. Further, a gabion 1 provided with a protective frame 2
After the stone is filled, the reinforcing branch line 7 is inserted by using the notch groove 6 to be connected to the bone line 4 or the like of the gabion 1, and thereafter, a locking member such as a hook which is effective when extracting is protected. The shape, quantity, and position are appropriately selected and attached to the upper part of the frame 2.
The material of the protective frame 2 is preferably a metal, but any material such as wood and reinforced plastic material can be used as long as strength is possible, and the surface may be roughened to reinforce the material.

【0007】次に、蛇篭1の設置方法について説明する
と、図1で示すような保護枠体2を備えた蛇篭1を利用
して設置するもので、先ず蛇篭1の内周側面に保護枠体
2を立設し、この保護枠体2の内側に石を手作業あるい
はパワーショベルやブルドーザー等の機械力によって充
填し、充填後に保護枠体2の両側部に設けた切り欠き溝
6を利用して、補強用支線7を挿通して蛇篭1の骨線4
あるいは胴網5に結着して、石の重圧で外側に膨らんで
変形するのをこの補強用支線7で防止している。この蛇
篭1の相対する2側面のネットに形成されているループ
部を利用して吊り上げ用金物部材8を挿通し、該吊り上
げ用金物部材8の両端にワイヤ9等を掛合わせてクレー
ン等で吊り上げ、移動して石詰蛇篭を設置する。このよ
うに設置された石詰蛇篭から保護枠体2を吊り下げ係止
部材を利用して手作業や機械的に吊り上げ抜き取る。こ
れを繰り返すことにより、傾斜地や堤防等に施設してい
くものである。さらに、これらの石の充填された蛇篭1
に蓋網を閉蓋して結着して施設が完了するものである。
以上、切り欠き溝6を有する保護枠体2を設けた石詰蛇
篭1を利用したものについて説明したが、切り欠き溝6
を有しない従来の内側用型枠でも良いことはいうまでも
ない。次に図2に基づいて第2実施例について説明す
る。矩形枠10の4面あるいは相対する2面に吊り下げ
金具11を設け、この吊り下げ金具11を使用して、石
詰蛇篭の胴網列線12または枠線13を利用して吊り上
げ移動するもの。また、図3に基づいて第3実施例を説
明すると、第2実施例にさらに底部補強枠線14を設け
たもので、この底部補強枠線14も4側面でも良いし、
相対する2側面だけでもよいことはいうまでもない。つ
づいて第4実施例を図4に基づいて説明する。 前記で
説明した通り、第1〜第3実施例のものは保護枠体2が
蛇篭1の高さより高いものが示されている。これに対し
て、この第4実施例は低い場合のものである。なお、も
ちろん同一高さのものでも良いことはいうまでもない。
最後に図5に基づいて第5実施例について説明すると、
一つの大きな蛇篭15に対し、保護枠体2を分割して群
で使用するもので、吊り上げについては、第2実施例で
説明した、矩形枠10の吊り下げ金具11を使用して吊
り上げ移動するものである。以上各種の実施例について
説明したが、吊り下げ用金具を使用して、蛇篭の胴網列
線、枠線あるいは底部補強枠線等を介して吊り上げ移動
するものであれば、種々設計変更できるものである。
Next, a method of installing the gabion 1 will be described. The gabion 1 is provided by using a gabion 1 having a protective frame 2 as shown in FIG. The protection frame 2 is erected, and stones are filled inside the protection frame 2 manually or by mechanical power such as a power shovel or a bulldozer. After the filling, the notch grooves 6 provided on both sides of the protection frame 2 are used. And the reinforcing branch line 7 is inserted through the bone line 4 of the gabion 1
Alternatively, the reinforcing branch line 7 prevents the stone from being swelled outward and deformed by the pressure of the stone by being bound to the trunk net 5. Utilizing the loops formed on the nets on the two opposite sides of the gabion 1, the lifting hardware 8 is inserted, and wires 9 and the like are hung on both ends of the lifting metal 8 and lifted by a crane or the like. Move and set up a stone gabion. The protective frame 2 is suspended from the stone gabion thus installed, and is manually or mechanically lifted and removed by using a suspending member. By repeating this, facilities will be installed on slopes and embankments. Furthermore, a gabion 1 filled with these stones
The facility is completed by closing and binding the lid net.
The above description has been made of the case where the stone gabion 1 provided with the protection frame 2 having the notch groove 6 is used.
It is needless to say that a conventional inner mold without the above may be used. Next, a second embodiment will be described with reference to FIG. Hanging fittings 11 are provided on four sides or two opposing faces of a rectangular frame 10, and the hanging fittings 11 are used to be lifted and moved by using the trunk line 12 or the frame line 13 of the stone-filled gabion. . The third embodiment will be described with reference to FIG. 3. The bottom reinforcement frame 14 is further provided in the second embodiment, and the bottom reinforcement frame 14 may have four sides.
It goes without saying that only two opposite sides may be used. Next, a fourth embodiment will be described with reference to FIG. As described above, in the first to third embodiments, the protective frame 2 is higher than the height of the gabion 1. On the other hand, the fourth embodiment is for a low case. Needless to say, the same height may be used.
Finally, a fifth embodiment will be described with reference to FIG.
The protection frame 2 is divided into one large gabion 15 and used in groups. For lifting, the lifting is performed by using the hanging bracket 11 of the rectangular frame 10 described in the second embodiment. Things. Although the various embodiments have been described above, various designs can be changed as long as they can be lifted and moved through the gauze trunk line, the frame line or the bottom reinforcement frame line using the hanging metal fittings. It is.

【0008】[0008]

【発明の効果】本発明は、以上の構成を採用した結果、
次の効果を得ることができる。 (1)河川工事等のように広い面積の組立石詰作業が簡
易にでき、しかもスピードアップを可能にしたものであ
る。 (2)石詰め後、保護枠体を取り付けたままで、補強用
支線を挿通し、蛇篭の骨線等で結着でき、石の重圧でも
蛇篭が変形しない状態で、吊り上げ装置により吊り上
げ、保護枠体、詰石、蛇篭を一体で移動でき、しかも、
保護枠体を抜取り、蓋網をかぶせて閉鎖することが簡易
に行うことができる。 (3)比較的作業しやすい場所で石詰を行った後、河
川、海岸等作業性の悪い設置場所まで、吊り上げ、移
動、搬送して設置し、その上に蓋網のみ連結すればよい
から、作業条件の劣悪な場所にも石詰蛇篭の設置が容易
になる。
According to the present invention, as a result of employing the above configuration,
The following effects can be obtained. (1) The work of assembling stones in a large area such as river construction can be easily performed, and the speed can be increased. (2) After stuffing stones, with the protective frame body attached, the reinforcing branch line can be inserted and bound by the bone line of the gabion, and the gabion can be lifted by the lifting device in a state where the gabion is not deformed even by the heavy pressure of the stone. You can move your body, packing stones, and gabion together, and
It is easy to remove the protective frame, cover it with a lid net and close it. (3) After stuffing stones in a place where it is relatively easy to work, lift, move, transport and install it to a location with poor workability such as rivers and coasts, and connect only a lid net on it. In addition, it is easy to set up a stone gabion even in a place where working conditions are poor.

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

【図1】本発明の保護枠体を蛇篭内に重合立設した状態
を示す第1実施例の概略斜視図である。
FIG. 1 is a schematic perspective view of a first embodiment showing a state in which a protective frame of the present invention is erected in a gabion.

【図2】本発明の第2実施例を示す概略斜視図である。FIG. 2 is a schematic perspective view showing a second embodiment of the present invention.

【図3】本発明の第3実施例を示す概略斜視図である。FIG. 3 is a schematic perspective view showing a third embodiment of the present invention.

【図4】本発明の第4実施例を示す概略斜視図である。FIG. 4 is a schematic perspective view showing a fourth embodiment of the present invention.

【図5】本発明の第5実施例を示す概略斜視図である。FIG. 5 is a schematic perspective view showing a fifth embodiment of the present invention.

【符号の説明】[Explanation of symbols]

1‥‥蛇篭 2‥‥保護枠体 3‥‥側枠 5‥‥胴網 6‥‥切り欠き溝 7‥‥補強用支線 8‥‥吊り上げ用
金物部材 9‥‥ワイヤ 10‥‥矩形枠 11‥‥吊り下げ金具 12‥‥胴網列線 13‥‥枠線 14‥‥底部補強
枠線 15‥‥大きな蛇篭
1 Gabion 2 Protection frame 3 Side frame 5 Trunk net 6 Notch groove 7 Reinforcement branch line 8 Lifting hardware 9 Wire 10 Rectangular box 11 ‥ Hanging bracket 12 ‥‥ Trunk line 13 ‥‥ Frame line 14 ‥‥ Bottom reinforcement frame line 15 ‥‥ Large gabion

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 上面を除いた底面と側面の各面とにより
なる大型の蛇篭の外側に底部補強枠線を付設した蛇篭の
上端部の枠線部の任意ヶ所を、枠線または胴網列線を、
でき得れば枠線と胴網列線ともども吊り下げ用枠より垂
下した吊り上げ用ワイヤロープ等で懸垂して、蛇篭と、
詰石等が変形しないように、保護枠体、詰石、蛇篭を一
体で吊り上げ移動する石詰蛇篭において、大型の蛇篭の
内に数個に分割した夫々独立した保護枠体を一群として
立設して、各保護枠体、詰石、蛇篭を一体で吊り上げ移
動する石詰蛇篭の設置方法。
1. A gabion provided with a bottom reinforcing frame outside a large gabion consisting of a bottom surface and a side surface excluding an upper surface, and an arbitrary portion of a frame line portion at an upper end portion of the gabion is provided with a frame line or a trunk net line. Line
If possible, both the frame line and the trunk line are suspended with a lifting wire rope hanging down from the hanging frame, and a gabion,
In order to prevent deformation of the packing stone, etc., the protection frame, the packing stone, and the gabion are lifted and moved together, and the protection frame body divided into several pieces in a large gabion is set up as a group. Then, the installation method of the stone gabion that lifts and moves each protection frame, the stone, and the gabion together.
JP5278903A 1993-10-13 1993-10-13 How to set up a stone gabion Expired - Fee Related JP2627050B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5278903A JP2627050B2 (en) 1993-10-13 1993-10-13 How to set up a stone gabion

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5278903A JP2627050B2 (en) 1993-10-13 1993-10-13 How to set up a stone gabion

Publications (2)

Publication Number Publication Date
JPH07109718A JPH07109718A (en) 1995-04-25
JP2627050B2 true JP2627050B2 (en) 1997-07-02

Family

ID=17603705

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5278903A Expired - Fee Related JP2627050B2 (en) 1993-10-13 1993-10-13 How to set up a stone gabion

Country Status (1)

Country Link
JP (1) JP2627050B2 (en)

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Publication number Priority date Publication date Assignee Title
JP4255430B2 (en) * 2004-10-19 2009-04-15 ナカダ産業株式会社 Method for forming stone-packed net fence and method for forming stone-packed net fence in parallel
GB0610054D0 (en) * 2006-05-19 2006-06-28 Hesco Bastion Ltd Gabions
GB2453711B (en) 2007-08-06 2012-01-11 Hesco Bastion Ltd Gabions
FR2951750B1 (en) * 2009-10-28 2013-02-08 Aquaterra Solutions GABION AND AN ASSEMBLY OF AT LEAST TWO GABIONS
JP5732339B2 (en) * 2011-07-20 2015-06-10 北海道川崎鐵網株式会社 Suspension gantry for futon straw and method for laying futon firewood using the suspension cradle
JP2015025240A (en) * 2013-07-24 2015-02-05 森本興業株式会社 Construction method for gabion
JP6841534B1 (en) * 2020-01-10 2021-03-10 昭和機械商事株式会社 Hanging bracket
JP7204157B1 (en) * 2022-05-24 2023-01-16 小岩金網株式会社 Futon basket and suspension structure of futon basket

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5631405A (en) * 1979-08-22 1981-03-30 Asahi Glass Co Ltd Selective perameable membrane
JPS6418666U (en) * 1987-07-23 1989-01-30

Also Published As

Publication number Publication date
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