JP2002047630A - Water leakage preventive construction method of dam - Google Patents

Water leakage preventive construction method of dam

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Publication number
JP2002047630A
JP2002047630A JP2000269369A JP2000269369A JP2002047630A JP 2002047630 A JP2002047630 A JP 2002047630A JP 2000269369 A JP2000269369 A JP 2000269369A JP 2000269369 A JP2000269369 A JP 2000269369A JP 2002047630 A JP2002047630 A JP 2002047630A
Authority
JP
Japan
Prior art keywords
crack
water leakage
dam
leakage prevention
water
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.)
Pending
Application number
JP2000269369A
Other languages
Japanese (ja)
Inventor
Yoshinobu Koiwa
儀信 小岩
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.)
Eiko Sangyo Kk
EIKOU SANGYO KK
Original Assignee
Eiko Sangyo Kk
EIKOU SANGYO 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 Eiko Sangyo Kk, EIKOU SANGYO KK filed Critical Eiko Sangyo Kk
Priority to JP2000269369A priority Critical patent/JP2002047630A/en
Publication of JP2002047630A publication Critical patent/JP2002047630A/en
Pending legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To provide a water leakage preventive construction method of a dam capable of effectively blocking up a crack caused in a bank body of a dam and capable of preventing a loss of water flowing out of the crack. SOLUTION: In this construction method for preventing water leakage caused from the crack caused in the bank body of the dam, a water leakage preventive material 6 by mixing a soft raw material 5 with a fluid medium 4 is pressed in the crack 2, the soft raw material 5 is entangled in the crack 2, and the water leakage is prevented by blocking up the crack 2.

Description

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

【0001】[0001]

【発明の属する技術分野】本発明は、ダムの堤体に発生
する亀裂から流出する水漏れを防ぐダムの漏水防止工法
に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a dam leakage prevention method for preventing water leaking from a crack generated in a dam body.

【0002】[0002]

【従来の技術】水の利用あるいは発電のため、川をせき
止めるために地形を利用してダムが構築される。このよ
うなダムは、通常、コンクリート構造物によって堤体を
構築し、水をせき止めている。しかしながら、コンクリ
ート構造物の主成分であるセメントの膨張、収縮作用に
よって、あるいは径年変化によって堤体に亀裂が発生す
る。
2. Description of the Related Art Dams are constructed using terrain to dam rivers for water use or power generation. Such dams are usually constructed of concrete structures to embank and block water. However, cracks occur in the embankment due to expansion and contraction of cement, which is a main component of the concrete structure, or due to aging.

【0003】このような堤体に生じる亀裂からダムによ
ってせき止められている水の一部が漏れ、次第に亀裂が
拡大していくことになる。
[0003] A portion of the water dammed by the dam leaks from the cracks generated in such a bank, and the cracks gradually expand.

【0004】従来、このようなダムの堤体に生じる亀裂
を塞ぐため、セメントミルクあるいは凝固材を亀裂内に
注入するなどの対策を講じてきた。
Conventionally, measures have been taken to fill such cracks in the dam body, such as by injecting cement milk or coagulant into the cracks.

【0005】[0005]

【発明が解決しようとする課題】しかしながら、ダムの
堤体には、せき止められた水の水圧がかかるため、亀裂
内には、猛烈な水の流れが発生している。このため、亀
裂内に注入されたセメントミルクあるいは凝固材は、亀
裂内で固まる前に水とともに流されてしまい、亀裂を塞
ぐことは、不可能な状態であった。このようなダムの堤
体に発生する亀裂から流出する水は、水圧が大きいた
め、過大な量となり、水資源の利用からも、その損失は
莫大なものであった。特に、近年の水不足、あるいは電
力需要の増大からもダムの亀裂から流出する水資源は産
業政策上からも大きな問題であった。水の流出に伴う水
力発電の減少は、化石燃料を使用する火力発電の増大に
つながり、地球温暖化の原因にもなっている。あるいは
近年、問題点が指摘されている原子力発電の増大は、原
子力発電所の建設あるいは増設につながり、安全対策、
環境問題といった課題にぶつかり、さらには使用済み核
燃料の処理の問題といった深刻な課題が山積している。
However, since the water pressure of the dammed water is applied to the dam body, a violent flow of water is generated in the crack. For this reason, the cement milk or the coagulant injected into the crack is flushed with water before it hardens in the crack, and it is impossible to close the crack. The amount of water flowing out of the cracks generated in the dam body is large due to the high water pressure, and the loss from the use of water resources is enormous. In particular, water resources flowing out of cracks in dams due to recent water shortages or increased power demand have been a major problem in industrial policy. The decrease in hydropower generation due to the outflow of water leads to an increase in thermal power generation using fossil fuels, and also causes global warming. In recent years, the increase in nuclear power generation, which has been pointed out in recent years, has led to the construction or expansion of nuclear power plants,
There are a number of serious issues, such as environmental issues and the problem of spent nuclear fuel disposal.

【0006】本発明は上記課題を解決し、ダムの堤体に
発生する亀裂を効果的に塞ぎ、亀裂から流出する水の損
失を防ぐことができるダムの漏水防止工法を提供するこ
とを目的とする。
An object of the present invention is to solve the above problems and to provide a dam leakage prevention method capable of effectively closing a crack generated in a dam embankment and preventing loss of water flowing out of the crack. I do.

【0007】[0007]

【課題を解決するための手段】本発明は上記課題を解決
するため、ダムの堤体に発生する亀裂から生じる漏水を
防止する工法であって、流動性媒体に軟質性素材を混入
させた漏水防止材を上記亀裂内に圧入し、亀裂内に上記
軟質性素材を絡ませて亀裂を塞ぎ、漏水を阻止すること
にある。また、本発明は、ダムの堤体に発生する亀裂か
ら生じる漏水を防止する工法であって、上記亀裂部分の
内部に向けて削孔し、該孔内に供給管を挿入して、該供
給管にポンプ圧力を利用して流動性媒体に軟質性素材を
混入させた漏水防止材を圧送し、亀裂内に漏水防止材を
圧入し、亀裂内に上記軟質性素材を絡ませて亀裂を塞
ぎ、漏水を阻止することにある。
SUMMARY OF THE INVENTION In order to solve the above-mentioned problems, the present invention is a construction method for preventing water leakage caused by cracks generated in a dam embankment, wherein the water leakage is obtained by mixing a soft material into a fluid medium. An object of the present invention is to press an preventing material into the crack, entangle the soft material in the crack, close the crack, and prevent water leakage. Further, the present invention is a construction method for preventing water leakage resulting from a crack generated in a dam body of a dam. The method includes drilling a hole toward the inside of the crack portion, inserting a supply pipe into the hole, and performing the supply. Using a pump pressure to the pipe, pump the water leakage prevention material mixed with the soft material into the fluid medium, press-fit the water leakage prevention material into the crack, entangle the soft material in the crack and close the crack, The purpose is to prevent water leakage.

【0008】[0008]

【発明の実施の形態】以下本発明の実施の形態を図面を
参照しながら詳細に説明する。図1において、ダムの堤
体1は、セメントを主成分としたコンクリートによって
構築されている。このダムの堤体1には、セメントの膨
張、収縮作用、あるいはセメントの径年変化によって亀
裂2が発生する。この亀裂2からは、ダムによってせき
止められた水3が水圧によって流出している。そこで、
この亀裂2に対して、流動性媒体4に、軟質性素材5を
混入した漏水防止材6を圧入する。
Embodiments of the present invention will be described below in detail with reference to the drawings. In FIG. 1, a dam body 1 of a dam is constructed of concrete containing cement as a main component. In the dam body 1 of this dam, cracks 2 are generated due to expansion and contraction of cement or aging of the cement. From this crack 2, the water 3 dammed by the dam flows out by water pressure. Therefore,
A water leakage prevention material 6 mixed with a soft material 5 is press-fitted into the fluid medium 4 into the crack 2.

【0009】流動性媒体4としては、セメントミルク、
あるいはセメントを主成分とした種々の凝固材を加えた
材料、その他、粘性を有する液体であれば種々の材料を
使用することができる。軟質性素材5としては、繊維素
材、合成樹脂素材、天然ゴム等、可撓性を有する材料を
用いることができる。
As the fluid medium 4, cement milk,
Alternatively, a material to which various coagulants containing cement as a main component are added, and other various materials having a viscosity can be used. As the soft material 5, a flexible material such as a fiber material, a synthetic resin material, and natural rubber can be used.

【0010】繊維素材としては、布切れ、布片、紙切
れ、紙片、皮革材料等を用いることができる。合成樹脂
素材としては、塩化ビニール片、合成ゴム片、合成繊維
片等を用いることができる。合成ゴム片としては、古タ
イヤを切断して用いることができる。天然ゴム素材も小
片に切断して用いることができる。
As the fiber material, a piece of cloth, a piece of cloth, a piece of paper, a piece of paper, a leather material, or the like can be used. As the synthetic resin material, a vinyl chloride piece, a synthetic rubber piece, a synthetic fiber piece, or the like can be used. An old tire can be cut and used as a synthetic rubber piece. Natural rubber materials can also be cut into small pieces for use.

【0011】漏水防止材6を圧入する装置としては、堤
体1の亀裂2に向けて削孔し、この削孔した孔7に漏水
防止材6を供給する供給管8を挿入するボーリングマシ
ーン9と、このボーリングマシーン9に対して漏水防止
材6を圧送する圧送手段10と、この圧送手段10に漏
水防止材6を供給する漏水防止材製造装置11とで構成
されている。圧送手段10としては、高圧で漏水防止材
6を供給する圧送ポンプ12が用いられる。漏水防止材
製造装置11としては、流動性媒体4を収容した第1の
タンク13と、軟質性素材5を収容した第2のタンク1
4と、第1のタンク13から流動性媒体4が供給され、
第2のタンク14から軟質性素材5が供給され、流動性
媒体4と軟質性素材5を攪拌するミキサー15と、ミキ
サー15から漏水防止材6が供給され、この漏水防止材
6を攪拌して圧送ポンプ12に供給するアジテーター1
6とで構成されている。
As a device for press-fitting the water leakage prevention material 6, a boring machine 9 for drilling a hole toward the crack 2 of the embankment body 1 and inserting a supply pipe 8 for supplying the water leakage prevention material 6 into the drilled hole 7. And a pressure-feeding means 10 for pressure-feeding the water-leakage preventive material 6 to the boring machine 9, and a water-leakage-proof material manufacturing apparatus 11 for supplying the water-leakage preventive material 6 to the pressure-feeding means 10. As the pumping means 10, a pump 12 for supplying the water leakage preventing material 6 at a high pressure is used. As the water leakage prevention material manufacturing apparatus 11, a first tank 13 containing a fluid medium 4 and a second tank 1 containing a soft material 5
4, and the fluid medium 4 is supplied from the first tank 13;
The soft material 5 is supplied from the second tank 14, a mixer 15 for stirring the fluid medium 4 and the soft material 5, and a water leakage prevention material 6 is supplied from the mixer 15, and the water prevention material 6 is agitated. Agitator 1 to be supplied to pressure pump 12
6.

【0012】つぎに、亀裂2内に漏水防止材6を圧入す
る方法を図2ないし図5にしたがって説明する。ダムの
堤体1に亀裂2が発生し、漏水が生じた場合、この堤体
1の内部の亀裂2に対してボーリングマシーン9によっ
て削孔する(図2参照)。堤体1の内部の亀裂2の程度
は、非破壊検査によって、どの様な亀裂2が、どの方向
に生じているか、可能な限り検出することが望ましい。
そして、漏水の原因となっている大きな亀裂2に向けて
削孔し、亀裂に通じる孔7を形成する。次に、削孔した
孔7に対して検出装置17を挿入して漏水量を測定する
(図3参照)。漏水量が検出されたら、この孔7に供給
管8を挿入し(図4参照)、供給管8にホースを介して
圧送ポンプ12を接続する。そして、流動性媒体4に軟
質性素材5を混入攪拌した漏水防止材6を圧送ポンプ1
2によって圧送する。
Next, a method of press-fitting the water leakage prevention material 6 into the crack 2 will be described with reference to FIGS. When a crack 2 occurs in the dam body 1 and water leakage occurs, the crack 2 inside the dam body 1 is drilled by a boring machine 9 (see FIG. 2). It is desirable that the degree of the crack 2 inside the embankment body 1 be detected by nondestructive inspection as to what kind of crack 2 is formed in which direction as much as possible.
Then, a hole is drilled toward the large crack 2 causing water leakage to form a hole 7 leading to the crack. Next, the detecting device 17 is inserted into the hole 7 thus drilled, and the amount of water leakage is measured (see FIG. 3). When the amount of water leakage is detected, a supply pipe 8 is inserted into the hole 7 (see FIG. 4), and a pressure pump 12 is connected to the supply pipe 8 via a hose. Then, a soft material 5 is mixed into the fluid medium 4 and the water leakage preventing material 6 is stirred and the pressure-feed pump 1
Pump by 2

【0013】こうして、供給管8から漏水防止材6が亀
裂内に圧入されると(図5参照)、亀裂2内では、軟質
性素材5が流動性媒体4と共に亀裂2内の内部に送り込
まれる。このとき、漏水防止材6は、亀裂2内から流出
する水3と共に流れるが、軟質性素材5が亀裂2内で次
第に絡みつき亀裂2を徐々に塞いでいく。そして、亀裂
2内に絡みついた軟質性素材5に、順次、軟質性素材5
が絡みついて亀裂2を完全に塞ぐ。
When the water leakage prevention member 6 is pressed into the crack from the supply pipe 8 (see FIG. 5), the soft material 5 is sent into the crack 2 together with the fluid medium 4 in the crack 2. . At this time, the water leakage prevention material 6 flows together with the water 3 flowing out from the inside of the crack 2, but the soft material 5 gradually becomes entangled in the crack 2 and gradually closes the crack 2. Then, the soft material 5 entangled in the crack 2 is sequentially added to the soft material 5.
Are entangled and completely close crack 2.

【0014】軟質性素材5に布切れ等の繊維素材を用い
て、流動性媒体4にセメントミルクを使用した場合に
は、繊維素材が亀裂2に絡みついて、亀裂2を塞いだ
後、繊維素材に染み込んでいるセメントミルクが、固化
するので、亀裂2を塞いだ後、完全に修復することがで
きる。
When a fiber material such as a piece of cloth is used for the soft material 5 and cement milk is used for the fluid medium 4, the fiber material is entangled with the crack 2, and after the crack 2 is closed, the fiber material is The cement milk that has soaked into the cement is solidified, so that it can be completely repaired after the crack 2 is closed.

【0015】軟質性素材5に古タイヤを切断して用いた
場合には、古タイヤの切れ端が、亀裂2内に弾性的に入
り込み亀裂2を塞ぐので、瞬時に亀裂2を塞ぐことが出
来ると共に古タイヤの再利用に役立つことから、材料費
の節約が図れ、かつ古タイヤの処理にかかる経費を省く
ことができる。
When an old tire is cut and used for the soft material 5, the cut end of the old tire elastically enters the crack 2 and closes the crack 2, so that the crack 2 can be closed instantaneously. Since it is useful for reuse of used tires, material costs can be saved, and costs for processing used tires can be saved.

【0016】[0016]

【発明の効果】以上述べたように、本発明によるダムの
漏水防止工法によれば次のような効果を奏することがで
きる。ダムの堤体に発生する亀裂から生じる漏水を防止
する工法であって、流動性媒体に軟質性素材を混入させ
た漏水防止材を上記亀裂内に圧入し、亀裂内に上記軟質
性素材を絡ませて亀裂を塞ぎ、漏水を阻止するので、亀
裂を速やかに塞ぐことができる。また、ダムの堤体に発
生する亀裂から生じる漏水を防止する工法であって、上
記亀裂部分の内部に向けて削孔し、該孔内に供給管を挿
入して、該供給管にポンプ圧力を利用して流動性媒体に
軟質性素材を混入させた漏水防止材を圧送して、亀裂内
に漏水防止材を圧入し、亀裂内に上記軟質性素材を絡ま
せて亀裂を塞ぎ、漏水を阻止するので、亀裂を速やかに
塞ぐことができる。
As described above, according to the dam water leakage prevention method of the present invention, the following effects can be obtained. This is a method of preventing water leakage resulting from cracks generated in the dam embankment, in which a water leakage prevention material obtained by mixing a soft material into a fluid medium is pressed into the crack, and the soft material is entangled in the crack. To close the crack and prevent water leakage, so that the crack can be closed quickly. Also, this is a construction method for preventing water leakage caused by a crack generated in a dam body, wherein a hole is drilled toward the inside of the crack, a supply pipe is inserted into the hole, and pump pressure is applied to the supply pipe. The water leakage prevention material which mixed the soft material into the fluid medium is pumped by using, the water leakage prevention material is pressed into the crack, and the soft material is entangled in the crack to close the crack and prevent water leakage Therefore, the crack can be closed quickly.

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

【図1】本発明によるダムの漏水防止工法の実施の形態
を示す概念断面図である。
FIG. 1 is a conceptual sectional view showing an embodiment of a dam water leakage prevention method according to the present invention.

【図2】本発明によるダムの漏水防止工法の工程の先行
削孔を示す概念断面図である。
FIG. 2 is a conceptual cross-sectional view showing pre-drilling in a step of a dam leakage prevention method according to the present invention.

【図3】本発明によるダムの漏水防止工法の工程の漏水
量測定を示す概念断面図である。
FIG. 3 is a conceptual cross-sectional view showing the measurement of the amount of water leakage in the step of the dam leakage prevention method according to the present invention.

【図4】本発明によるダムの漏水防止工法の工程の供給
管挿入状態を示す概念断面図である。
FIG. 4 is a conceptual sectional view showing a supply pipe inserted state in a step of a dam water leakage prevention method according to the present invention.

【図5】本発明によるダムの漏水防止工法の工程の漏水
防止材圧入状態を示す概念断面図である。
FIG. 5 is a conceptual cross-sectional view showing a state in which a water leakage prevention material is pressed in a process of a water leakage prevention method of a dam according to the present invention.

【符号の説明】[Explanation of symbols]

1 堤体 2 亀裂 3 水 4 流動性媒体 5 軟質性素材 6 漏水防止材 7 孔 8 供給管 9 ボーリングマシーン 10 圧送手段 11 漏水防止材製造装置 12 圧送ポンプ 13 第1のタンク 14 第2のタンク 15 ミキサー 16 アジテーター DESCRIPTION OF SYMBOLS 1 Embankment body 2 Crack 3 Water 4 Fluid medium 5 Soft material 6 Water leakage prevention material 7 Hole 8 Supply pipe 9 Boring machine 10 Pressure feeding means 11 Water leakage prevention material manufacturing device 12 Pressure pump 13 First tank 14 Second tank 15 Mixer 16 Agitator

Claims (7)

【特許請求の範囲】[Claims] 【請求項1】 ダムの堤体に発生する亀裂から生じる漏
水を防止する工法であって、流動性媒体に軟質性素材を
混入させた漏水防止材を上記亀裂内に圧入し、亀裂内に
上記軟質性素材を絡ませて亀裂を塞ぎ、漏水を阻止する
ことを特徴とするダムの漏水防止工法。
1. A method for preventing water leakage caused by a crack generated in a dam body of a dam, wherein a water leakage prevention material obtained by mixing a soft material into a fluid medium is press-fitted into the crack and the crack is inserted into the crack. Water leakage prevention method for dams, characterized by entanglement of soft materials to close cracks and prevent water leakage.
【請求項2】 ダムの堤体に発生する亀裂から生じる漏
水を防止する工法であって、上記亀裂部分の内部に向け
て削孔し、該孔内に供給管を挿入して、該供給管にポン
プ圧力を利用して流動性媒体に軟質性素材を混入させた
漏水防止材を圧送して、亀裂内に漏水防止材を圧入し、
亀裂内に上記軟質性素材を絡ませて亀裂を塞ぎ、漏水を
阻止することを特徴とするダムの漏水防止工法。
2. A method for preventing water leakage caused by a crack generated in a dam embankment, wherein a hole is drilled toward the inside of the crack, and a supply pipe is inserted into the hole. Pumping the water leakage prevention material which mixed the soft material into the fluid medium by using the pump pressure to press the water leakage prevention material into the crack,
A water leakage prevention method for a dam, wherein the soft material is entangled in the crack to close the crack and prevent water leakage.
【請求項3】 上記流動性媒体にセメントミルクを主成
分とする媒体を用いることを特徴とする請求項1または
2に記載のダムの漏水防止工法。
3. The dam leakage prevention method according to claim 1, wherein a medium mainly composed of cement milk is used as the fluid medium.
【請求項4】 上記軟質性素材に繊維素材を用いること
を特徴とする請求項1ないし3のいずれか1項に記載の
ダムの漏水防止工法。
4. The dam leakage prevention method according to claim 1, wherein a fiber material is used as the soft material.
【請求項5】 上記繊維素材として布または紙類を用い
ることを特徴とする請求項4に記載のダムの漏水防止工
法。
5. The method according to claim 4, wherein cloth or paper is used as the fiber material.
【請求項6】 上記軟質性素材に合成ゴムまたは合成樹
脂素材を用いることを特徴とする請求項1ないし3のい
ずれか1項に記載のダムの漏水防止工法。
6. The dam leakage prevention method according to claim 1, wherein a synthetic rubber or a synthetic resin material is used as the soft material.
【請求項7】 合成ゴムとして古タイヤを切断した小片
を用いることを特徴とする請求項6に記載のダムの漏水
防止工法。
7. The method according to claim 6, wherein small pieces obtained by cutting old tires are used as the synthetic rubber.
JP2000269369A 2000-08-02 2000-08-02 Water leakage preventive construction method of dam Pending JP2002047630A (en)

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Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003307464A (en) * 2002-04-16 2003-10-31 Ohbayashi Corp Water leakage inspection method for concrete dam and water leakage treatment method
WO2010112621A1 (en) * 2009-03-30 2010-10-07 Alberto Gonzalo Carracedo Method for sealing waterways and repairing joints and cracks in dams and the foundation rock without the need to discharge the reservoir and without interruption of operation, and for repairing joints and fissures in dams
CN103074869A (en) * 2013-02-05 2013-05-01 张永忠 Dam leakage stopping method
CN108316241A (en) * 2018-04-13 2018-07-24 上海公路桥梁(集团)有限公司 Blocking method is stitched in waterwall concrete wall structure and its serious leakage water crack
CN111733764A (en) * 2020-07-30 2020-10-02 四川港航建设工程有限公司 Large-area defect repairing structure for face plate of upstream slope of dam and construction method
CN113216091A (en) * 2021-04-27 2021-08-06 湖南欣盛建设有限公司 Multi-combined full-section seepage-proofing reinforcing construction method for main dam of reservoir
CN115030102A (en) * 2022-01-25 2022-09-09 黄河水利职业技术学院 Ecological wetland dam leakage plugging system based on passive self-inspection technology and construction method thereof

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003307464A (en) * 2002-04-16 2003-10-31 Ohbayashi Corp Water leakage inspection method for concrete dam and water leakage treatment method
WO2010112621A1 (en) * 2009-03-30 2010-10-07 Alberto Gonzalo Carracedo Method for sealing waterways and repairing joints and cracks in dams and the foundation rock without the need to discharge the reservoir and without interruption of operation, and for repairing joints and fissures in dams
ES2346030A1 (en) * 2009-03-30 2010-10-07 Alberto Gonzalo Carracedo Method for sealing waterways and repairing joints and cracks in dams and the foundation rock without the need to discharge the reservoir and without interruption of operation, and for repairing joints and fissures in dams
CN103074869A (en) * 2013-02-05 2013-05-01 张永忠 Dam leakage stopping method
CN108316241A (en) * 2018-04-13 2018-07-24 上海公路桥梁(集团)有限公司 Blocking method is stitched in waterwall concrete wall structure and its serious leakage water crack
CN108316241B (en) * 2018-04-13 2023-08-04 上海公路桥梁(集团)有限公司 Water retaining wall concrete wall structure and severe leakage crack plugging method thereof
CN111733764A (en) * 2020-07-30 2020-10-02 四川港航建设工程有限公司 Large-area defect repairing structure for face plate of upstream slope of dam and construction method
CN113216091A (en) * 2021-04-27 2021-08-06 湖南欣盛建设有限公司 Multi-combined full-section seepage-proofing reinforcing construction method for main dam of reservoir
CN115030102A (en) * 2022-01-25 2022-09-09 黄河水利职业技术学院 Ecological wetland dam leakage plugging system based on passive self-inspection technology and construction method thereof
CN115030102B (en) * 2022-01-25 2023-09-22 黄河水利职业技术学院 Ecological wetland dam leakage plugging system based on passive self-checking technology and construction method thereof

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