JPH07180157A - Slope protection method - Google Patents

Slope protection method

Info

Publication number
JPH07180157A
JPH07180157A JP32302593A JP32302593A JPH07180157A JP H07180157 A JPH07180157 A JP H07180157A JP 32302593 A JP32302593 A JP 32302593A JP 32302593 A JP32302593 A JP 32302593A JP H07180157 A JPH07180157 A JP H07180157A
Authority
JP
Japan
Prior art keywords
slope
protection method
grout
slope protection
reinforcing material
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
JP32302593A
Other languages
Japanese (ja)
Other versions
JP3059036B2 (en
Inventor
Yoshiro Higuchi
芳朗 樋口
Masao Miyamoto
征夫 宮本
Shigeki Maruo
茂樹 丸尾
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.)
Tekken Corp
Original Assignee
Tekken Corp
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 Tekken Corp filed Critical Tekken Corp
Priority to JP5323025A priority Critical patent/JP3059036B2/en
Publication of JPH07180157A publication Critical patent/JPH07180157A/en
Application granted granted Critical
Publication of JP3059036B2 publication Critical patent/JP3059036B2/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 eliminate the cutting down of trees already planted on a slope or the excavation of a deep ditch by arranging flexible tubes containing reinforcing materials on a slope to be protected, and anchoring them with anchorage devices. CONSTITUTION:Flexible plastic tubes 4 having insides reinforced with reinforcing materials 3 are arranged on a slope 1 to be protected, and they are anchored with U-shaped anchorage devices 6 to form frames 5. After that, grout 7 is put in the flexible tubes 4. According to the constitution, slope protection work can be executed without excavating any deep ditch in the slope and without cutting down stress planted thereon.

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、法面保護工法に関す
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a slope protection method.

【0002】[0002]

【従来の技術】従来のこの種の法面保護工法の代表的な
ものとしてフリーフレーム工法があり、それは金網型枠
を法面上に配置したうえ鉄筋を組入れてアンカーを打
ち、その上にモルタル又はコンクリートを吹き付けたも
のである。
2. Description of the Related Art A free frame method is a typical example of this type of slope protection method, in which a wire mesh formwork is placed on the slope, steel bars are installed and anchors are attached, and mortar is placed on top of it. Or it is concrete sprayed.

【0003】ところでこのようなフリーフレーム工法
は、モルタル又はコンクリートを吹き付けていることか
ら、はね返り、その他の材料分離が発生して弱所を生じ
易く、また施工の際法面の樹木を伐採したり、深い溝を
掘ったりしなければならなくて、現状を損傷しまた緑を
減少させる等の問題がある。
By the way, in such a free frame construction method, since mortar or concrete is sprayed, rebound and other material separation are likely to occur and weak points are likely to occur, and trees on slopes are cut down during construction. However, there are problems such as having to dig deep trenches, damaging the current situation and reducing green.

【0004】[0004]

【発明が解決しようとする課題】そこでこの発明の目的
は、前記のような従来の法面保護工法のもつ問題を解消
し、工法施工後の法面に弱所を生ずることがなく、また
施工の際法面の樹木を伐採したり、深い溝を掘ったりす
る必要がなくて、現状を損傷しまた緑を減少させること
のない法面保護工法を提供するにある。
SUMMARY OF THE INVENTION Therefore, an object of the present invention is to solve the problems of the conventional slope protection construction method as described above, to prevent a weak point on the slope after the construction method, and to execute the construction. It is to provide a slope protection method that does not damage the current situation or reduce the greenery because it is not necessary to cut trees on the slopes or dig deep trenches.

【0005】[0005]

【課題を解決するための手段】この発明は、前記のよう
な目的を達成するために、請求項1の発明は、補強材を
内包した可撓性チューブを、法面上に配置してフレーム
を形成したうえ、これを定着具で法面に定着してフレー
ムを形成した後、可撓性チューブ内にグラウトを注入す
ることを特徴とするものである。請求項2の発明は、請
求項1の発明において、フレームは可撓性チューブを法
面の斜面に上下方向に沿ってU字形となっているものを
使用し、グラウトの注入口及び排出口を斜面の下部又は
上部に設けたものからなっている。請求項3の発明は、
請求項1または2の発明において、補強材は鋼線からな
るものである。請求項4の発明は、請求項1ないし3の
いずれかの発明において、可撓性チューブはプラスチッ
クチューブからなるものである。請求項5の発明は、請
求項1ないし4のいずれかの発明において、グラウトは
セメントを主材料とするものからなっている。請求項6
の発明は、外周にらせん状の補強材を巻着して形成した
内管に、外管を中間に間隙をもたせて被嵌した二重可撓
性チューブを、法面上に配置してフレームを形成したう
え、これを定着具で法面に定着後、内管に1次グラウト
の注入を行い、ついで外管に2次グラウトの注入を行う
ことを特徴とするものである。請求項7の発明は、請求
項6の発明において、内外管はプラスチックチューブか
らなるものである。請求項8の発明は、請求項6又は7
の発明において、グラウトはセメントを主材料とするも
のからなるものである。請求項9の発明は、請求項6な
いし8のいずれかの発明において、外管の外周に多数の
小孔を設けたものである。請求項10の発明は、請求項6
ないし9のいずれかの発明において、内管の外周に直線
状の補強材を設けたものである。請求項11の発明は、請
求項6ないし10のいずれかの発明において、らせん状の
補強材は鋼線又は硬質繊維線からなり、直線状の補強材
は鋼線からなるものである。
In order to achieve the above object, the present invention provides a frame in which a flexible tube containing a reinforcing material is arranged on a slope. Is formed, and the frame is formed by fixing this on a slope with a fixing tool, and then grout is injected into the flexible tube. According to a second aspect of the present invention, in the first aspect of the present invention, the frame is a flexible tube having a U shape along the vertical direction on the slope of the slope, and a grout inlet and outlet are provided. It consists of one provided on the bottom or top of the slope. The invention of claim 3 is
In the invention of claim 1 or 2, the reinforcing material is made of steel wire. According to a fourth aspect of the present invention, in any one of the first to third aspects, the flexible tube is a plastic tube. The invention of claim 5 is the invention of any one of claims 1 to 4, wherein the grout is mainly composed of cement. Claim 6
Of the invention, a double flexible tube in which an inner tube formed by winding a spiral reinforcing material around the outer circumference is fitted with an outer tube with a gap in the middle is arranged on the slope and a frame is formed. After being formed on the slope, the primary grout is injected into the inner tube, and then the secondary grout is injected into the outer tube. According to a seventh aspect of the invention, in the sixth aspect of the invention, the inner and outer tubes are made of plastic tubes. The invention of claim 8 is the invention of claim 6 or 7.
In the invention, the grout is made of cement as a main material. According to a ninth aspect of the invention, in the invention according to any of the sixth to eighth aspects, a large number of small holes are provided on the outer circumference of the outer tube. The invention of claim 10 is the invention of claim 6.
In any one of the inventions 1 to 9, a linear reinforcing material is provided on the outer circumference of the inner pipe. The invention of claim 11 is the invention of any one of claims 6 to 10, wherein the helical reinforcing material is made of steel wire or hard fiber wire, and the linear reinforcing material is made of steel wire.

【0006】[0006]

【作用】前記のようなこの発明において、請求項1ない
し6の発明は、その施工に際しては、法面に深い溝を掘
ることなく、植えられている木をそのままにして、その
斜面上において木の中間にかなりの高密度すなわち小ピ
ッチをもって、可撓性チューブを直線状又は樹木がじゃ
まになる場合は、曲線状としてこれを迂回させて配置し
たうえ、定着具で法面に定着してフレームを形成し、そ
の後可撓性チューブ内にグラウトを注入して施工を終了
する。また請求項6ないし10の発明は、前記の発明の可
撓性チューブに代えて外周にらせん状の補強材を巻着し
て形成した内管に、外管を中間に間隙をもたせて被嵌し
た二重可撓性チューブを使用し、この二重可撓性チュー
ブを法面上に配置してフレームを形成したうえ、これを
定着具で法面に定着後、内管に1次グラウトの注入を行
い、ついで外管に2次グラウトの注入を行って施工を終
了する。
In the present invention as described above, the inventions of claims 1 to 6 are such that when the construction is carried out, the planted tree is left as it is without digging a deep groove in the slope and the tree is placed on the slope. With a fairly high density, that is, a small pitch in the middle of the, if the flexible tube is straight or if trees are obstructed, arrange it as a curved line and detour it, and fix it on the slope with a fixing tool and frame it. And then grout is injected into the flexible tube to finish the construction. According to the invention of claims 6 to 10, the inner tube formed by winding a spiral reinforcing material on the outer periphery in place of the flexible tube of the above invention is fitted onto the inner tube with a gap in the middle. This double flexible tube was used to form a frame by arranging this double flexible tube on the slope and fixing it to the slope with a fixing tool. Injection is carried out, and then secondary grout is injected into the outer tube to finish the construction.

【0007】[0007]

【実施例】図1,2に示すこの発明の第1実施例におい
て、1は保護工が施工される法面、2はそこに植えられ
ている樹木を示し、このような法面に補強材3を内包し
た可撓性チューブ4を、法面1上に配置してフレーム5
を形成したうえ、これを定着具6で法面1に定着した
後、可撓性チューブ4内にグラウト7を注入する。この
場合、補強材3は鋼線からなり、可撓性チューブ4はプ
ラスチックチューブからなっており、グラウト7はセメ
ントを主材料とするものからなり、定着具6は図2に示
すようにU字形のものを使用する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS In the first embodiment of the present invention shown in FIGS. 1 and 2, 1 is a slope on which protection work is applied, 2 is a tree planted there, and a reinforcing material is attached to such slope. A flexible tube 4 containing 3 is placed on the slope 1 to form a frame 5
After being formed and then fixed on the slope 1 by the fixing tool 6, the grout 7 is injected into the flexible tube 4. In this case, the reinforcing material 3 is made of steel wire, the flexible tube 4 is made of plastic tube, the grout 7 is mainly made of cement, and the fixing tool 6 is U-shaped as shown in FIG. Use one.

【0008】図3に示す第2実施例は、2本の可撓性チ
ューブ4が連結部10によって連結したものを使用してフ
レーム5を形成し、U字形の定着具11によって両可撓性
チューブ4を跨いで定着し、直釘状の定着具12によって
法面1に定着する点で第1実施例と相違するが、その他
の点では異なるところがないので、詳細な説明を省略す
る。このようにフレーム5について各種の変形が可能で
あり、また定着具についても図示説明したようなものの
外に、これらのものと同様の機能をもつものであれば、
これら以外のものを使用しても差し支えないことはいう
までもない。
In the second embodiment shown in FIG. 3, two flexible tubes 4 are connected by a connecting portion 10 to form a frame 5, and a U-shaped fixing tool 11 is used to provide both flexibility. It differs from the first embodiment in that it is fixed across the tube 4 and fixed to the slope 1 by a straight nail-shaped fixing tool 12, but there is no difference in other points, so detailed description will be omitted. As described above, the frame 5 can be modified in various ways, and the fixing tool is not limited to the one described in the drawings and has a function similar to those described above.
It goes without saying that it is acceptable to use other materials.

【0009】前記の第1,2実施例のようなものを構成
するに際しては、法面1に深い溝を掘ることなく、植え
られている樹木2をそのままにして、その斜面上におい
て樹木2の中間にかなりの高密度すなわち小ピッチをも
って、可撓性チューブ4を直線状又は樹木2がじゃまに
なる場合は、湾曲させてこれを迂回させて配置してフレ
ーム5を形成することとなるが、いずれの場合でも可撓
性チューブ4は状況に応じて、長短各種の直線状又は曲
線状のものとすることができる。この場合可撓性チュー
ブ4を法面の斜面に上下方向に沿ってU字形となってい
るものを使用し、グラウト7の注入口及び排出口を斜面
の下部又は上部に集中して設けると、施工を極めて容易
にすることができ、また斜め方向にほぼ直角方向に交差
する2群のものとするのもよい。そしてこのようにして
配置された可撓性チューブ4は、内部に補強材3が内包
されているだけであるから、注入されたグラウト7は容
易に可撓性チューブ4内を通過して充填され、ブリージ
ングその他の材料分離をほとんど生じないグラウト7を
使用すると、信頼性が著しく改良されたフレームが形成
されて施工が容易となる。このようにして完成したフレ
ームにおいては、土圧は主として可撓性チューブ4内の
補強材3が負担することとなる。
In constructing the above-mentioned first and second embodiments, the tree 2 that has been planted is left as it is without digging a deep groove in the slope 1 and the tree 2 is cut on the slope. When the flexible tube 4 has a straight line or the tree 2 becomes a hindrance with a considerably high density, that is, a small pitch in the middle, the flexible tube 4 is curved to be circumvented to form the frame 5. In any case, the flexible tube 4 can be linear or curved in various lengths depending on the situation. In this case, the flexible tube 4 having a U shape on the slope of the slope along the vertical direction is used, and if the inlet and the outlet of the grout 7 are concentratedly provided on the lower part or the upper part of the slope, The construction can be extremely facilitated, and it is also preferable to use two groups that intersect diagonally at a substantially right angle. Since the flexible tube 4 arranged in this way only has the reinforcing material 3 inside, the injected grout 7 easily passes through the flexible tube 4 and is filled. The use of the grout 7 which hardly causes material separation such as breathing, etc. forms a frame having remarkably improved reliability and facilitates construction. In the frame thus completed, earth pressure is mainly borne by the reinforcing material 3 in the flexible tube 4.

【0010】図4〜6に示す第3実施例は、外周にらせ
ん状の補強材17を巻着して形成した内管15に、外管16を
中間に間隙をもたせて被嵌した二重可撓性チューブ14
を、第1実施例と同様にして、法面1上に配置してフレ
ーム5を形成したうえ、これを定着具18で法面1に定着
後、内管15に1次グラウト19の注入を行い、い、ついで
外管16に2次グラウト21の注入を行って施工を終結する
こととなる。内外管15,16はプラスチックチューブから
なり、内管15は外管16より若干硬質なものを使用する。
両グラウト19,21はセメントを主材料とするものからな
っている。そして外管16の外周面には多数の小孔22が形
成されている。内管15の外周に直線状の補強材23を設
け、らせん状の補強材17は鋼線又はアラミド繊維等の硬
質繊維線からなり、直線状の補強材23は鋼線からなるも
のである。
The third embodiment shown in FIGS. 4 to 6 is a double structure in which an outer pipe 16 is fitted to an inner pipe 15 formed by winding a spiral reinforcing material 17 around the outer periphery with a gap in the middle. Flexible tube 14
In the same manner as in the first embodiment, the frame 5 is formed by arranging the frame 5 on the slope 1, and after fixing the frame 5 on the slope 1 by the fixing tool 18, the primary grout 19 is injected into the inner pipe 15. After that, the secondary grout 21 is injected into the outer pipe 16 to finish the construction. The inner and outer pipes 15 and 16 are made of plastic tubes, and the inner pipe 15 is slightly harder than the outer pipe 16.
Both grouts 19 and 21 consist mainly of cement. A large number of small holes 22 are formed on the outer peripheral surface of the outer tube 16. A linear reinforcing material 23 is provided on the outer circumference of the inner pipe 15, the spiral reinforcing material 17 is made of a steel wire or a hard fiber wire such as aramid fiber, and the linear reinforcing material 23 is made of a steel wire.

【0011】この第3実施例のようなものを構成するに
際しては、第1,2実施例と同様の作業をすることとな
るが、内管15はらせん状の補強材17及び直線状の補強材
23によって補強されて切損が避けられ、このような内管
15に1次グラウト19の注入を行うことによって、剛性を
もたせることによって心材としての強度をもたせて土圧
等に抵抗させ、その後に行われる2次グラウト21の注入
圧によって外管16が変形して、法面1の地山に密着する
とともに多数の小孔22から漏出する2次グラウト21が地
山に浸透して、地山とフレーム5との結合が強固とな
る。
When constructing such a third embodiment, the same work as in the first and second embodiments is carried out, but the inner pipe 15 has a spiral reinforcing member 17 and a linear reinforcing member. Material
It is reinforced by 23 to avoid cutting damage, such inner pipe
By injecting the primary grout 19 into the 15, the rigidity of the core is given to give strength to resist the earth pressure, and the outer tube 16 is deformed by the injection pressure of the secondary grout 21 performed thereafter. As a result, the secondary grout 21 that comes into close contact with the ground on the slope 1 and leaks from the large number of small holes 22 penetrates into the ground, and the connection between the ground and the frame 5 is strengthened.

【0012】[0012]

【発明の効果】この発明は前記のようであって、請求項
1の発明は、補強材を内包した可撓性チューブを、法面
上に配置したうえこれを定着具で法面に定着した後、可
撓性チューブ内にグラウトを注入するので、工法施工後
の法面に弱所を生ずことがなく、また施工の際法面の樹
木を伐採したり、深い溝を掘ったりする必要がなくて、
現状を損傷しまた緑を減少させることがないという効果
があり、請求項2の発明は、フレームは可撓性チューブ
を法面の斜面に上下方向に沿ってU字形となっているも
のを使用し、グラウトの注入口及び排出口を斜面の下部
又は上部に設けたものからなるので、施工を極めて容易
にすることができるという効果がある。請求項3,4,
5の発明は、補強材は鋼線からなり、可撓性チューブは
プラスチックチューブからなり、グラウトはセメントを
主材料とするものからなっているので、価格が安価であ
って取扱が容易であり、また耐久性に富むという効果が
ある。また請求項6の発明は、外周にらせん状の補強材
を巻着して形成した内管に、外管を中間に間隙をもたせ
て被嵌した二重可撓性チューブを、法面上に配置してフ
レームを形成したうえ、これを定着具で法面に定着後、
内管に1次グラウトの注入を行い、ついで外管に2次グ
ラウトの注入を行うので、内管はらせん状の補強材及び
直線状の補強材によって補強されて切損が避けられ、そ
れらに1次グラウトの注入を行うことによって、剛性を
もたせることによって心材としての強度をもたせて土圧
等に抵抗させ、その後に行われる2次グラウトの注入圧
によって外管が変形して、法面の地山に密着するという
効果がある。請求項7,8,10,11の発明は、このよ
うな発明において内外管はプラスチックチューブからな
り、グラウトはセメントを主材料とするものからなり、
内管の外周に直線状の補強材を設け、らせん状の補強材
は鋼線又は硬質繊維線からなり、直線状の補強材は鋼線
からなるので、価格が安価であって取扱が容易であり、
また耐久性に富むという効果があり、さらに請求項9の
発明は、外管の外周に多数の小孔を設けたので、これか
ら漏出する2次グラウトが地山に浸透して、地山とフレ
ームとの結合が強固となるという効果がある。
The present invention is as described above. According to the invention of claim 1, a flexible tube containing a reinforcing material is arranged on the slope and then fixed on the slope by a fixing tool. After that, since grout is injected into the flexible tube, there is no weak point on the slope after construction method, and it is necessary to cut down trees on the slope and dig deep trenches during construction. Without
The present invention has the effect of not damaging the present condition and reducing the amount of green, and the invention of claim 2 uses a frame in which a flexible tube is U-shaped along the vertical direction on the slope of the slope. However, since the grout inlet and outlet are provided in the lower portion or the upper portion of the slope, there is an effect that the construction can be extremely facilitated. Claims 3, 4,
In the invention of 5, since the reinforcing material is made of steel wire, the flexible tube is made of plastic tube, and the grout is mainly made of cement, the price is low and the handling is easy. It also has the effect of being highly durable. According to the invention of claim 6, a double flexible tube in which an outer tube is fitted to the inner tube formed by winding a spiral reinforcing material around the outer tube with a gap in the middle, is formed on the slope. After arranging and forming a frame, after fixing this on the slope with a fixing tool,
Since the primary grout is injected into the inner pipe and then the secondary grout is injected into the outer pipe, the inner pipe is reinforced by the spiral reinforcing member and the straight reinforcing member to avoid cutting damage. By injecting the primary grout, the rigidity of the core material is given to provide rigidity and resist the earth pressure, and the injection pressure of the secondary grout performed after that deforms the outer tube, It has the effect of closely adhering to the ground. According to the inventions of claims 7, 8, 10 and 11, the inner and outer pipes are made of plastic tubes, and the grout is made of cement as a main material.
Since a straight reinforcing material is provided on the outer circumference of the inner pipe, and the spiral reinforcing material is made of steel wire or hard fiber wire, and the straight reinforcing material is made of steel wire, it is inexpensive and easy to handle. Yes,
In addition, the invention of claim 9 has the effect of being highly durable. Furthermore, since the outer tube has a large number of small holes, the secondary grout that leaks from the outer holes penetrates into the ground and the ground and the frame. This has the effect of strengthening the bond with.

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

【図1】この発明の第1実施例の施工状態を示す説明図
である。
FIG. 1 is an explanatory view showing a construction state of a first embodiment of the present invention.

【図2】同上の定着具による定着状態を示す説明図であ
る。
FIG. 2 is an explanatory view showing a fixing state by the fixing tool of the above.

【図3】この発明の第2実施例の一部切欠斜面図であ
る。
FIG. 3 is a partially cutaway perspective view of a second embodiment of the present invention.

【図4】この発明の第3実施例の一部切欠斜面図であ
る。
FIG. 4 is a partially cutaway perspective view of a third embodiment of the present invention.

【図5】同上の1次グラウト注入時の状態を示す断面図
である。
FIG. 5 is a cross-sectional view showing a state at the time of primary grout injection in the above.

【図6】同上の施工終了時の状態を示す断面図である。FIG. 6 is a cross-sectional view showing a state at the end of construction of the above construction.

【符号の説明】[Explanation of symbols]

1 法面 2 樹木 3 補強材 4 可撓性チューブ 5 フレーム 6 定着具 11 定着具 12 定着具 14 二重可撓性チューブ 15 内管 16 外管 17 補強材 18 突起補強材 19 1次グラウト補強材 21 2次グラウト補強材 23 補強材 1 Slope 2 Tree 3 Reinforcement 4 Flexible tube 5 Frame 6 Fixing tool 11 Fixing tool 12 Fixing tool 14 Double flexible tube 15 Inner tube 16 Outer tube 17 Reinforcing material 18 Protrusion reinforcing material 19 Primary grout reinforcing material 21 Secondary grout reinforcement 23 Reinforcement

Claims (11)

【特許請求の範囲】[Claims] 【請求項1】 補強材を内包した可撓性チューブを、法
面上に配置してフレームを形成したうえ、これを定着具
で法面に定着後、可撓性チューブ内にグラウトを注入す
ることを特徴とする法面保護工法。
1. A flexible tube containing a reinforcing material is arranged on a slope to form a frame, and the frame is fixed with a fixing tool, and then grout is injected into the flexible tube. A slope protection method characterized by that.
【請求項2】 フレームは可撓性チューブを法面の斜面
に上下方向に沿ってU字形となっているものを使用し、
グラウトの注入口及び排出口を斜面の下部又は上部に設
けたものからなる請求項1の法面保護工法。
2. The frame uses a flexible tube which is U-shaped along the vertical direction on the slope of the slope,
The slope protection method according to claim 1, wherein the grout inlet and outlet are provided at a lower portion or an upper portion of the slope.
【請求項3】 補強材は鋼線からなる請求項1又は2の
法面保護工法。
3. The slope protection method according to claim 1, wherein the reinforcing material is a steel wire.
【請求項4】 可撓性チューブはプラスチックチューブ
からなる請求項1ないし3のいずれかの法面保護工法。
4. The slope protection method according to claim 1, wherein the flexible tube is a plastic tube.
【請求項5】 グラウトはセメントを主材料とするもの
からなる請求項1ないし4のいずれかの法面保護工法。
5. The slope protection method according to claim 1, wherein the grout is mainly composed of cement.
【請求項6】 外周にらせん状の補強材を巻着して形成
した内管に、外管を中間に間隙をもたせて被嵌した二重
可撓性チューブを、法面上に配置してフレームを形成し
たうえ、これを定着具で法面に定着後、内管に1次グラ
ウトの注入を行い、ついで外管に2次グラウトの注入を
行うことを特徴とする法面保護工法。
6. A double flexible tube in which an outer tube is fitted to an inner tube formed by winding a spiral reinforcing material around the outer tube with a gap in the middle, and the double flexible tube is arranged on the slope. A slope protection method characterized by forming a frame, fixing it on the slope with a fixing tool, then injecting primary grout into the inner pipe, and then injecting secondary grout into the outer pipe.
【請求項7】 内外管はプラスチックチューブからなる
請求項6の法面保護工法。
7. The slope protection method according to claim 6, wherein the inner and outer tubes are plastic tubes.
【請求項8】 グラウトはセメントを主材料とするもの
からなる請求項6又は7の法面保護工法。
8. The slope protection method according to claim 6 or 7, wherein the grout is mainly composed of cement.
【請求項9】 外管の外周に多数の小孔を設けた請求項
6ないし8のいずれかの法面保護工法。
9. The slope protection method according to claim 6, wherein a large number of small holes are provided on the outer circumference of the outer tube.
【請求項10】 内管の外周に直線状の補強材を設けた
請求項6ないし9のいずれかの法面保護工法。
10. The slope protection method according to claim 6, wherein a linear reinforcing material is provided on the outer circumference of the inner pipe.
【請求項11】 らせん状の補強材は鋼線又は硬質繊維
線からなり、直線状の補強材は鋼線からなる請求項10の
法面保護工法。
11. The slope protection method according to claim 10, wherein the spiral reinforcing material is made of steel wire or hard fiber wire, and the linear reinforcing material is made of steel wire.
JP5323025A 1993-12-22 1993-12-22 Slope protection method Expired - Fee Related JP3059036B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5323025A JP3059036B2 (en) 1993-12-22 1993-12-22 Slope protection method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5323025A JP3059036B2 (en) 1993-12-22 1993-12-22 Slope protection method

Publications (2)

Publication Number Publication Date
JPH07180157A true JPH07180157A (en) 1995-07-18
JP3059036B2 JP3059036B2 (en) 2000-07-04

Family

ID=18150285

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5323025A Expired - Fee Related JP3059036B2 (en) 1993-12-22 1993-12-22 Slope protection method

Country Status (1)

Country Link
JP (1) JP3059036B2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108775019A (en) * 2018-08-27 2018-11-09 深圳花果山生态科技有限公司 A kind of quick ecological protective slope structure
CN109024628A (en) * 2018-08-27 2018-12-18 深圳花果山生态科技有限公司 A kind of method of quick ecological slope controlling
JP2021025283A (en) * 2019-08-05 2021-02-22 日本植生株式会社 Slope frame forming tool and slope frame forming method

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6406647B1 (en) 1998-02-13 2002-06-18 Mrinal Thakur Method for preparation of single crystal films of organic second order optical materials

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108775019A (en) * 2018-08-27 2018-11-09 深圳花果山生态科技有限公司 A kind of quick ecological protective slope structure
CN109024628A (en) * 2018-08-27 2018-12-18 深圳花果山生态科技有限公司 A kind of method of quick ecological slope controlling
JP2021025283A (en) * 2019-08-05 2021-02-22 日本植生株式会社 Slope frame forming tool and slope frame forming method

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