JPH08158344A - Construction of revetment by use of natural stone - Google Patents

Construction of revetment by use of natural stone

Info

Publication number
JPH08158344A
JPH08158344A JP6309718A JP30971894A JPH08158344A JP H08158344 A JPH08158344 A JP H08158344A JP 6309718 A JP6309718 A JP 6309718A JP 30971894 A JP30971894 A JP 30971894A JP H08158344 A JPH08158344 A JP H08158344A
Authority
JP
Japan
Prior art keywords
natural stone
revetment
natural
net
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
JP6309718A
Other languages
Japanese (ja)
Other versions
JP2631822B2 (en
Inventor
Toshiaki Hoshi
利明 星
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.)
FUKUHOU KK
Original Assignee
FUKUHOU KK
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 FUKUHOU KK filed Critical FUKUHOU KK
Priority to JP6309718A priority Critical patent/JP2631822B2/en
Publication of JPH08158344A publication Critical patent/JPH08158344A/en
Application granted granted Critical
Publication of JP2631822B2 publication Critical patent/JP2631822B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A40/00Adaptation technologies in agriculture, forestry, livestock or agroalimentary production
    • Y02A40/80Adaptation technologies in agriculture, forestry, livestock or agroalimentary production in fisheries management
    • Y02A40/81Aquaculture, e.g. of fish

Landscapes

  • Artificial Fish Reefs (AREA)
  • Revetment (AREA)

Abstract

PURPOSE: To provide a revetment by which a scenic view can be obtained and a protective circumstance of a biological system in a water front or a river can be secured and also the greening on a revetment slope above the water level can be achieved in a short period. CONSTITUTION: A gravel layer 2 is laid on a smoothed slope. A preventive material 3 against sucking out is laid on the gravel layer 2 and a net 4 made of a synthetic resin mesh is laid down. The base of grip anchors is fixed in an insertion hole bored in advance in a natural stone. The grip anchors are joined to the net by a rope. And further, the void formed among the natural stones 7 is filled with natural stones 12 and these are back-filled with gravels 13.

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、自然石を用いた護岸施
工方法の改良に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an improvement of a bank protection method using natural stone.

【0002】[0002]

【従来の技術】従来、護岸の施工方法においては、プレ
キャストコンクリート製の平板状のタイルブロックを敷
き並べる方法が主流であった。また、自然石を用いた護
岸施工方法として、護岸法面に捨てコンクリートの打設
を行なうなどして基礎を施工後、玉石、砕石、半割玉石
などの比較的大型の自然石を敷き並べ、その後コンクリ
ートを打設して上記自然石の頂部が露出した状態で護岸
法面を構築するものもあった。しかしながら、上記タイ
ルブロックを敷き並べる施工方法にあっては、その施工
面がコンクリート特有の色合で、人工的な景観を呈し、
更に時を経ても性質が変化せず緑化がなされないため、
自然の景観が長期に亘って著しく損われるという問題が
あった。また、上記自然石を用いた護岸施工方法におい
ても、一部コンクリート特有の人工的な景観を呈すと共
に、当該護岸施工方法によるクレーンによる石の吊込み
作業からコンクリート打設作業に至るまでの間に、斜面
上に敷き並べた自然石の座りが不安定であり、作業上危
険であるという問題点があった。
2. Description of the Related Art Heretofore, in the method of seawall construction, a method of laying flat tile blocks made of precast concrete has been mainly used. In addition, as a revetment construction method using natural stones, after constructing the foundation such as placing concrete on the slope of the revetment, relatively large natural stones such as boulders, crushed stones and half-broken stones are laid out, In some cases, concrete was placed afterwards to construct a revetment slope with the top of the natural stone exposed. However, in the construction method of laying the above tile blocks, the construction surface has a unique color of concrete and presents an artificial landscape,
Furthermore, because the properties do not change and greening does not occur even after time,
There was a problem that the natural scenery was significantly damaged over a long period of time. In addition, even in the revetment construction method using the above natural stone, while exhibiting an artificial landscape peculiar to concrete, during the period from the stone hanging work by the crane to the concrete placing work by the revetment construction method. However, there is a problem that the sitting of natural stones laid on the slope is unstable, and it is dangerous in work.

【0003】そこで、上記従来の施工方法における問題
点を解決すると共に、水辺や河川における生態系保護を
考慮した新規の護岸施工方法が近年提案されるようにな
った。例えば、自然石と金網を一体的に成形したネット
状物を使用するものがあり、その施工方法を簡単に述べ
ると、先ず施工を行なう護岸法面の平滑整形を行ない、
次に吸い出し防止材を天端より布設の上、上記ネット状
物を布設する。更に、当該各ネット状物相互をコイル結
束すると共に、上記ネット状物の自然石空隙部に覆士を
行なうものである。また、特開平6−108437号と
して開示されたものとして、自然石を用いた護岸用連結
ブロックあるいは護床用根固ブロックの形成方法が見受
けられ、当該方法は、布設を所望する河床または法面
に、ほぼ重心付近を通過する縦方向と横方向の貫通穴が
穿設されている連結穴付自然石を縦横に配置したのち、
これら連結穴付自然石の連結穴に連結用ワイヤーなどを
貫通して連結し、連結穴付自然石と連結穴付自然石の間
に間詰材を配するように構成したことを要旨とするもの
であった。
Therefore, in recent years, a new revetment construction method has been proposed, which solves the problems in the above-mentioned conventional construction methods and also considers the protection of the ecosystem at the waterside and rivers. For example, there are those that use a net-like material that is formed integrally with natural stone and wire mesh, and to briefly describe the construction method, first perform smooth shaping of the revetment slope to perform construction,
Next, the suction preventing material is laid from the top end, and the net-like material is laid. Further, the respective net-like objects are coiled together, and the natural stone void portion of the net-like material is covered. Further, as disclosed in Japanese Patent Application Laid-Open No. Hei 6-108437, a method of forming a revetment connecting block or a revetment consolidation block using natural stone is found. After arranging the natural stones with connecting holes in which vertical and horizontal through-holes that pass almost near the center of gravity are drilled vertically and horizontally,
The gist of the present invention is that a connection wire or the like is penetrated and connected to the connection holes of the natural stones with the connection holes, and a filling material is arranged between the natural stones with the connection holes and the natural stones with the connection holes. Was something.

【0004】[0004]

【発明が解決しようとする課題】上記従来の技術の項に
記載の自然石と金網を一体的に成形したネット状物を使
用する護岸の施工方法においては、自然石と金網が接着
剤により接着されているものであり、大雨や隔雪等で河
川が増水して上流より転石が見受けられる場合、転石に
よって上記接着の自然石が金網から剥し落されてしまう
という欠点があった。また、上記ネット状物においては
一部分に自然石の剥離が起こると、その剥離個所から更
に剥離が進行するという問題点もある。
In the method for constructing a revetment using a net-like object formed integrally with natural stone and a wire net according to the above-mentioned prior art, the natural stone and the wire net are bonded by an adhesive. When the river rises due to heavy rain or snowfall and boulders are seen from the upper stream, there is a disadvantage that the boulders cause the bonded natural stones to peel off from the wire mesh. Further, there is also a problem that, when the natural stone peels off in a part of the net-like material, the peeling further proceeds from the peeling portion.

【0005】一方、上記従来の技術の項に記載の自然石
を用いた護岸用連結ブロックあるいは護床用根固ブロッ
クの形成方法においては、当該方法に供される自然石の
ほぼ重心付近を通過する縦方向と横方向に連結用ワイヤ
ーを通すための連結穴を穿設する必要があり、準備作業
に手間と時間を要すという欠点があった。
On the other hand, in the method for forming a connection block for a seawall or a root block for a sea floor as described in the above-mentioned section of the prior art, the natural stone to be used in the method passes through substantially the center of gravity. It is necessary to form a connecting hole for passing the connecting wire in the vertical direction and the horizontal direction, which requires a labor and time for the preparation work.

【0006】そこで、本発明は上記欠点等に鑑み成され
たものであり、その目的とするところは、簡単な加工作
業により本発明に供せられる自然石が得られると共に、
当該自然石の敷き並べを主体とする施工後においても良
好な景観が得られ、水辺や河川における生態系の保護環
境が確保されると共に、水面上の護岸法面の緑化が早期
に達成し得る、新規な自然石を用いた護岸施工方法を提
供することにある。
Accordingly, the present invention has been made in view of the above-mentioned drawbacks and the like. The object of the present invention is to provide a natural stone to be used in the present invention by a simple working operation,
A good landscape can be obtained even after the construction mainly with the laying of the natural stones, the ecological protection environment of the waterside and rivers can be secured, and the greening of the seawall slope on the water surface can be achieved early. Another object of the present invention is to provide a seawall construction method using a new natural stone.

【0007】[0007]

【課題を解決するための手段】上記目的を達成するため
に、本発明に係る自然石を用いた護岸施工方法は以下の
構成による。即ち、本発明に係る自然石を用いた護岸施
工方法は、護岸すべき法面を平滑整形した上で砂利層を
設ける工程と、当該砂利層の上に吸い出し防止材を布設
する工程と、合成樹脂の網地より成るネット材を布設す
る工程と、予め自然石に穿設された挿入穴にグリップア
ンカーの基部を楔着し、根付ロープにより当該グリップ
アンカーと上記ネット材を繋止する工程と、更に上記ネ
ット材に繋止された自然石相互間に形成された空隙部に
自然石を間詰めすると共に裏込材を裏込めする工程より
成ることを要旨とするものである。
In order to achieve the above object, a method for embankment construction using natural stone according to the present invention has the following arrangement. That is, the revetment construction method using natural stone according to the present invention includes a step of providing a gravel layer after smoothing and shaping a slope to be revetd, a step of laying a suction prevention material on the gravel layer, and combining A step of laying a net material made of resin netting, and a step of wedge-ing the base of the grip anchor in an insertion hole previously drilled in natural stone, and fixing the grip anchor and the net material by a rooted rope. The present invention further comprises a step of filling natural stones into voids formed between the natural stones fixed to the net material and back-filling the backing material.

【0008】[0008]

【実施例】以下、本発明の一実施例を図面を用いて詳細
に説明するものとする。先ず、図1は本発明に係る自然
石を用いた護岸施工方法の概要を示した断面図である。
図において、護岸に供せられる法面1は予め所定の勾配
に平滑整形されたものであり、次に、法面1の上には砂
利層2が形成されている。この際、砂利層2は100ミ
リメートルから200ミリメートル厚で転圧形成されて
いる。更に、砂利層2の上には吸い出し防止材3が布設
されている。ここで、吸い出し防止材3としては、捲縮
加工を施したポリエステル主体の合成繊維を不規則に配
列して繊維層を形成し、さらにニードリング加工により
当該繊維を三次元的に交絡・結合させたものであり、例
えば、株式会社 田中製のニードフルマットが使用でき
る。次にまた、吸い出し防止材3の上には、ポリエチレ
ン製のネット材である、泰東製綱株式会社製のタイレン
ハード綱地より成るネット材4が布設されており、後述
の図2に示す如く当該ネット材4は法面1の天端に打設
されたコンクリート基礎5に植設されたフック部材6に
引掛け金具を介して引掛けられているものとする。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below in detail with reference to the drawings. First, FIG. 1 is a cross-sectional view showing an outline of a revetment construction method using natural stone according to the present invention.
In the figure, a slope 1 provided to a revetment has been previously smoothed to a predetermined gradient, and a gravel layer 2 is formed on the slope 1. At this time, the gravel layer 2 is formed by rolling with a thickness of 100 mm to 200 mm. Further, a suction preventive material 3 is laid on the gravel layer 2. Here, as the sucking-out preventing material 3, synthetic fibers mainly composed of crimped polyester are irregularly arranged to form a fiber layer, and the fibers are three-dimensionally entangled and combined by a needling process. Need full mat manufactured by Tanaka Co., Ltd. can be used, for example. Next, on the suction-preventing material 3, a net material 4 made of polyethylene net material and made of Tylen hard rope made by Taito Seimitsu Co., Ltd. is laid. As shown, it is assumed that the net member 4 is hooked through a hook member 6 on a hook member 6 planted on a concrete foundation 5 cast on the top end of the slope 1.

【0009】一方、図2は本発明に使用される自然石を
ネット材に繋止する際の概要を示した平面図であるが、
自然石7には予め挿入穴9を穿設しておき、更に上記挿
入穴9にグリップアンカー8の基部を楔着するものとす
る。ここでグリツプアンカー8は市販のものでよく、グ
リツプアンカー8の基部を挿入穴9に押し入れグリップ
アンカー8の先端を打ちつけると、グリツプアンカー8
の基部が挿入穴9の底部を衝止すると共に基部が挿入穴
9の径方向に拡張して楔書できるものである。そして、
自然石7をネット材4の上に布設する際は、図1に示す
ように河床10から法面1の法尻部分には上記自然石7
の内でも重量のある2トン超クラスのものを根石として
配置するようにして、次に法面1の下方より上方にかけ
て自然石7を積み並べて据えつけるようにする。ここ
で、積み並べて配置された自然石7は、図2に示される
ようにネット材4と自然石7に楔着されたグリップアン
カー8を引掛け金具を介して引掛け更に、根付ロープ1
1で繋ぎ止めるようにする。
On the other hand, FIG. 2 is a plan view showing an outline when the natural stone used in the present invention is fixed to a net material.
An insertion hole 9 is formed in the natural stone 7 in advance, and the base of the grip anchor 8 is wedge-fitted to the insertion hole 9. Here, the grip anchor 8 may be a commercially available one. When the base of the grip anchor 8 is pushed into the insertion hole 9 and the tip of the grip anchor 8 is hit, the grip anchor 8 is moved.
The base portion of the insertion hole 9 collides with the bottom of the insertion hole 9 and the base portion expands in the radial direction of the insertion hole 9 so as to be wedge-shaped. And
When the natural stone 7 is laid on the net material 4, the natural stone 7 is placed on the slope of the slope 1 from the riverbed 10 as shown in FIG.
Among them, those with a weight of more than 2 tons are arranged as root stones, and then natural stones 7 are stacked and installed from below the slope 1 to above. Here, the natural stones 7 stacked and arranged are hooked with a net material 4 and a grip anchor 8 wedge-attached to the natural stones 7 via hooking metal fittings as shown in FIG.
Try to connect with 1.

【0010】更にまた図1に示されるように、ネット材
4に繋着されて配置された自然石7相互間の空隙部に
は、高さ調整用の間詰め材として小型の自然石12を上
記空隙部に押し込み、自然石7によって形成される法面
の面壁が平滑になるよう調整すると共に、上記空隙部に
裏込材として砂利13を充填して仕上げるものとする。
Further, as shown in FIG. 1, a small natural stone 12 is used as a filling material for height adjustment in a gap between the natural stones 7 connected to the net member 4 and arranged. It is pressed into the above-mentioned gap to adjust the surface wall of the slope formed by the natural stone 7 to be smooth, and the above-mentioned gap is filled with gravel 13 as a backing material to finish.

【0011】続いて、図3は本発明に係る自然石を用い
た護岸施工方法の水際付近の概要を示した断面図であ
る。図示のように、水面レベル14以上の護岸法面15
においては、自然石7相互間の空隙部に間詰材として使
用される自然石12、裏込材として充填される砂利13
の他に、花木17によって植栽することもできる。この
際、花木17の流出等を防止するため、花木17の根を
上記ネット材4に伸縮性のある紐16で緊結するように
した上で、裏込材の砂利13には肥料を混練したものを
充填するようにすると確実な植栽ができる。
Next, FIG. 3 is a sectional view showing an outline of the vicinity of the waterside of the revetment construction method using natural stone according to the present invention. As shown, revetment slope 15 with water level 14 or higher
In the above, natural stone 12 used as a filling material in a gap between natural stones 7 and gravel 13 filled as a backing material
In addition, it is also possible to plant by the flowering tree 17. At this time, in order to prevent the flowering tree 17 from flowing out, the root of the flowering tree 17 was tied to the net material 4 with an elastic cord 16, and fertilizer was kneaded into the gravel 13 of the backing material. Filling with objects allows reliable planting.

【0012】[0012]

【発明の効果】本発明に係る自然石を用いた護岸施工方
法は以上記載のような構成によるので、以下の効果を奏
す。
The seawall construction method using natural stones according to the present invention has the following effects because it has the above-described configuration.

【0013】第一に、本発明に係る自然石を用いた護岸
施工方法によれば、自然石に挿入穴を穿設してグリップ
アンカーを楔着したものによるので、加工が容易となり
材料費を低減できると共に、クレーンによる吊込み作業
時には上記自然石のグリップアンカーに直接クレーンの
吊上げフックを引掛けるか、あるいは複数の自然石のグ
リップアンカーにワイヤーを挿通して繋ぎ、当該ワイヤ
ーにクレーンの吊上げフツクを引掛け一度に複数の自然
石を移動できることで施工速度が向上するという効果が
ある。
First, according to the revetment construction method using natural stone according to the present invention, since an insertion hole is formed in natural stone and a grip anchor is wedge-fitted, processing becomes easy and material cost is reduced. At the time of lifting work with a crane, the lifting hook of the crane can be hooked directly on the natural stone grip anchor, or a wire can be inserted through a plurality of natural stone grip anchors and connected to the crane lifting hook. Is able to move a plurality of natural stones at one time, thereby improving construction speed.

【0014】更に、本発明に係る自然石を用いた護岸施
工方法によれば、自然石が合成樹脂製のネット材に繋止
されているので、大雨や隔雪等で河川が増水して上流よ
り転石があっても自然石の流出を防止することができ、
長年に亘り護岸法面を安定した状態に保持できるという
効果もある。
Furthermore, according to the seawall construction method using natural stones according to the present invention, since natural stones are anchored to the net material made of synthetic resin, rivers are increased due to heavy rain or snowfall, and the upstream is increased. Even if there are more boulders, the outflow of natural stone can be prevented,
There is also an effect that the seawall slope can be maintained in a stable state for many years.

【0015】更にまた、本発明に係る自然石を用いた護
岸施工方法によれば、自然石により護岸を施工するの
で、プレキャストコンクリートブロック張りの施工法面
に比べ溶存酸素量を増加せしめることができると共に、
魚類の餌となる藻類や水生生物が自然石に付着し易く、
短期間に好ましい生態系環境を形成できるという効果も
ある。
Furthermore, according to the seawall construction method using natural stones according to the present invention, since the seawall is constructed with natural stones, the amount of dissolved oxygen can be increased as compared to the construction surface with precast concrete blocks. Along with
Algae and aquatic organisms that feed on fish tend to adhere to natural stones,
There is also an effect that a favorable ecosystem environment can be formed in a short time.

【0016】続いてまた、本発明に係る自然石を用いた
護岸施工方法によれば、ネット材に花木等の根を緊結す
ることができるので、流出することなく護岸法面に花木
等を植栽することができるという効果もある。
Then, according to the revetment construction method using natural stone according to the present invention, the roots of flowers and trees can be tightly attached to the net material, so that the flowers and trees are planted on the revetment slope without flowing out. It also has the effect of being able to plant.

【0017】そして、本発明に係る自然石を用いた護岸
施工方法は、コンクリートブロック張り施工方法等では
難点のあった曲面を有した法面でも容易に護岸すること
ができるという効果もある。
Further, the revetment construction method using natural stone according to the present invention also has an effect that a revetment can be easily performed even on a slope having a curved surface which has a difficulty in the concrete block upholstery construction method and the like.

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

【図1】本発明に係る自然石を用いた護岸施工方法の概
要を示した断面図。
FIG. 1 is a sectional view showing an outline of a revetment construction method using natural stone according to the present invention.

【図2】本発明に使用される自然石をネット材に繋止す
る際の概要を示す平面図。
FIG. 2 is a plan view showing an outline when natural stone used in the present invention is anchored to a net material.

【図3】本発明に係る自然石を用いた護岸施工方法の水
際付近の概要を示した断面図。
FIG. 3 is a cross-sectional view showing an outline of the vicinity of a waterside of a revetment construction method using natural stone according to the present invention.

【符号の説明】[Explanation of symbols]

1 法面 2 砂利層 3 吸い出し防止材 4 ネット材 5 コンクリート基礎 6 フック部材 7、12 自然石 8 グリップアンカー 9 挿入穴 10 河床 11 根付ロープ 13 砂利 14 水面レベル 15 護岸法面 16 紐 17 花木 DESCRIPTION OF SYMBOLS 1 Slope 2 Gravel layer 3 Suction prevention material 4 Net material 5 Concrete foundation 6 Hook member 7, 12 Natural stone 8 Grip anchor 9 Insert hole 10 Riverbed 11 Rooted rope 13 Gravel 14 Water level 15 Seawall slope 16 String 17 Hanaki

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 護岸すべき法面を平滑整形した上で砂利
層を設ける工程と、当該砂利層の上に吸い出し防止材を
布設する工程と、合成樹脂製の網地より成るネット材を
布設する工程と、予め自然石に穿設された挿入穴にグリ
ップアンカーの基部を楔着し、根付ロープにより当該グ
リップアンカーと上記ネット材を繋止する工程と、更に
上記ネット材に繋止された自然石相互間に形成された空
隙部に自然石を間詰めすると共に裏込材を裏込めする工
程より成ることを特徴とする、自然石を用いた護岸施工
方法。
1. A step of providing a gravel layer after smoothing a slope to be reveted, a step of laying a suction preventive material on the gravel layer, and a step of laying a net material made of a net made of synthetic resin. And a step of wedging the base of the grip anchor into an insertion hole previously drilled in the natural stone and connecting the grip anchor and the net material with a rooted rope, and further connecting to the net material. A method of revetment construction using natural stone, comprising the step of filling natural voids between the natural stones and backfilling the backing material.
JP6309718A 1994-11-17 1994-11-17 Seawall construction method using natural stone Expired - Fee Related JP2631822B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6309718A JP2631822B2 (en) 1994-11-17 1994-11-17 Seawall construction method using natural stone

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6309718A JP2631822B2 (en) 1994-11-17 1994-11-17 Seawall construction method using natural stone

Publications (2)

Publication Number Publication Date
JPH08158344A true JPH08158344A (en) 1996-06-18
JP2631822B2 JP2631822B2 (en) 1997-07-16

Family

ID=17996465

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6309718A Expired - Fee Related JP2631822B2 (en) 1994-11-17 1994-11-17 Seawall construction method using natural stone

Country Status (1)

Country Link
JP (1) JP2631822B2 (en)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001020250A (en) * 1999-07-12 2001-01-23 Kazutoshi Isachi Execution member and execution method of processing stone
KR20010039493A (en) * 1999-10-25 2001-05-15 유키모토 이사오 Clip and method for using the same and unit for a constructed structure
KR100413879B1 (en) * 1998-07-13 2004-02-14 간쿄 고가쿠 가부시키가이샤 Unit for civil engineering structure, manufacturing method of unit for civil engineering structure, and civil engineering structure
KR100434196B1 (en) * 2001-04-21 2004-06-04 주식회사 우일 이알에스 Guard structure for using in the slope of the bank
KR100487405B1 (en) * 2002-07-18 2005-05-10 동부엔지니어링 주식회사 A construction and a carrying out method for plants a self-generation of a cover stone
CN104032711A (en) * 2014-06-16 2014-09-10 中国电建集团成都勘测设计研究院有限公司 Protective structure for hydropower engineering
CN114146482A (en) * 2021-12-14 2022-03-08 任洪胜 River course slope protection equipment that hydraulic engineering used

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100413879B1 (en) * 1998-07-13 2004-02-14 간쿄 고가쿠 가부시키가이샤 Unit for civil engineering structure, manufacturing method of unit for civil engineering structure, and civil engineering structure
JP2001020250A (en) * 1999-07-12 2001-01-23 Kazutoshi Isachi Execution member and execution method of processing stone
KR20010039493A (en) * 1999-10-25 2001-05-15 유키모토 이사오 Clip and method for using the same and unit for a constructed structure
KR100434196B1 (en) * 2001-04-21 2004-06-04 주식회사 우일 이알에스 Guard structure for using in the slope of the bank
KR100487405B1 (en) * 2002-07-18 2005-05-10 동부엔지니어링 주식회사 A construction and a carrying out method for plants a self-generation of a cover stone
CN104032711A (en) * 2014-06-16 2014-09-10 中国电建集团成都勘测设计研究院有限公司 Protective structure for hydropower engineering
CN114146482A (en) * 2021-12-14 2022-03-08 任洪胜 River course slope protection equipment that hydraulic engineering used

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