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JP2000178944A - Impervious structure for dam - Google Patents

Impervious structure for dam

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Publication number
JP2000178944A
JP2000178944A JP10354480A JP35448098A JP2000178944A JP 2000178944 A JP2000178944 A JP 2000178944A JP 10354480 A JP10354480 A JP 10354480A JP 35448098 A JP35448098 A JP 35448098A JP 2000178944 A JP2000178944 A JP 2000178944A
Authority
JP
Japan
Prior art keywords
impervious membrane
water
impervious
dam
protective film
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
JP10354480A
Other languages
Japanese (ja)
Inventor
Takashi Goto
隆志 後藤
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.)
DEIKKU PROOFING KK
Mitsui Harbour & Urban Construction Co Ltd
SANEI ENGINEERING KK
Dyflex Corp
Original Assignee
DEIKKU PROOFING KK
Mitsui Harbour & Urban Construction Co Ltd
SANEI ENGINEERING KK
Dyflex 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 DEIKKU PROOFING KK, Mitsui Harbour & Urban Construction Co Ltd, SANEI ENGINEERING KK, Dyflex Corp filed Critical DEIKKU PROOFING KK
Priority to JP10354480A priority Critical patent/JP2000178944A/en
Publication of JP2000178944A publication Critical patent/JP2000178944A/en
Pending legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To prevent the deterioration of concrete by building with a simple work and prevent water leakage from cracks by spraying primer and an ultra- high speed hardening impervious membrane to the surface of the upstream side of a dam body and further coating a protective film on the surface of the impervious membrane. SOLUTION: For a primer 3, a resin capable of securing adhesion between concrete and impervious membrane 4 is used, and polyurethane resin is used for the impervious membrane 4. In this case, the impervious membrane 4 is used for the protection against ultraviolet rays and rain water as well as the improvement of appearance, and further a protective film 5 having an excellent weather resistance is formed. For the protective film 5, one liquid type water base paint using acrylic resin or a two liquid type isocyanate hardening type paint using acrylic urethane-based resin is used. Because of this, the impervious membrane 4 of continuous polyurethane resin having a uniform thickness can be formed even to outside angle or inside angle or other angle portions such as recessed portion or level difference portion. In this way, an impervious structure can be built in a short period of time by spray coating an ultra-high speed hardening impervious membrane.

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】本発明はダムの遮水構造に関
するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a dam structure for dams.

【0002】[0002]

【従来の技術】ダムの遮水構造は、重力式コンクリート
ダムやアーチ式ダムにおいては、図5に示すように、縦
継目に遮水板13および継目排水孔15を設けている。
またフィルダムの遮水構造は、図6に示すように、堤体
16の上流側面に遮水シート17を貼り付けている。
2. Description of the Related Art As shown in FIG. 5, a water impervious structure of a dam in a gravity type concrete dam or an arch type dam is provided with a water impervious plate 13 and a seam drainage hole 15 in a vertical seam.
As shown in FIG. 6, the seepage control structure of the fill dam has a seepage control sheet 17 attached to the upstream side surface of the embankment body 16.

【0003】[0003]

【発明が解決しようとする課題】しかし、重力式コンク
リートダムやアーチ式ダムなどの遮水構造は、縦継目だ
けの遮水を対象としたものであり、コンクリートの劣化
やひび割れ等に対しては漏水防止対策が何も施されてい
なかった。また、フィルダムの遮水構造の構築は大がか
りな作業となり、隅部や継目における遮水シートの貼り
付け処理に手間がかかるばかりでなく技術的な困難性も
高かった。
However, water-blocking structures such as gravity-type concrete dams and arch-type dams are intended to block only vertical joints. No leak prevention measures were taken. In addition, the construction of the seepage control structure of the fill dam was a large-scale operation, and not only was it troublesome to attach the seepage control sheet at the corners and joints, but also technically difficult.

【0004】本発明はこのような問題に鑑みてなされた
ものであり、その目的は、簡単な作業で構築することが
できるとともに、コンクリートの劣化を防ぐことがで
き、かつひび割れ部からの漏水を防ぐことのできるダム
の遮水構造を提供することである。
[0004] The present invention has been made in view of such a problem, and an object of the present invention is to be able to construct by a simple operation, prevent deterioration of concrete, and prevent water leakage from a cracked portion. It is to provide a dam impermeable structure that can be prevented.

【0005】[0005]

【課題を解決するための手段】以上の課題を解決するた
めのダムの遮水構造は、ダムの堤体の上流側面にプライ
マーが塗布され、該プライマーの上から超速硬化性の遮
水膜が吹き付け塗布され、該遮水膜の上面に保護膜が吹
き付け塗布されてなることを特徴とする。
In order to solve the above-mentioned problems, a dam impermeable structure is provided in which a primer is applied to an upstream side surface of a dam embankment, and a super-hardening impermeable film is formed on the primer. It is characterized by being spray-coated, and a protective film is spray-coated on the upper surface of the water barrier film.

【0006】ダムの堤体の上流側面に、超速硬化性で継
目のない遮水膜を吹き付け塗布して形成したことによ
り、簡単な作業で遮水構造を構築できる。この遮水膜は
堤体の上流側面の全面を覆うためにコンクリートの劣化
を防ぐことができる。また遮水膜は、所定の弾力性や所
定の伸び縮みがあるためにコンクリートのひび割れにも
対応することができる。また超速硬化性のポリウレタン
樹脂液を使用することにより、遮水構造を構築する際の
作業性および施工性の向上を図ることもできる。
[0006] By forming a super fast-setting and seamless water-blocking film by spraying on the upstream side of the dam body, a water-blocking structure can be constructed by a simple operation. Since the water barrier film covers the entire upstream side surface of the embankment, the concrete can be prevented from deteriorating. Further, since the water-impermeable film has a predetermined elasticity and a predetermined expansion / contraction, it can cope with cracks in concrete. In addition, the use of the ultra-fast curing polyurethane resin liquid can improve the workability and workability when constructing the water-blocking structure.

【0007】[0007]

【発明の実施の形態】以下、本発明の実施の形態の一例
を図面に基づいて詳細に説明する。図1の(1)は重力
式コンクリートダムの遮水構造の断面図、同図の(2)
は遮水膜の断面図、図2は塗布装置の概略図である。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below in detail with reference to the drawings. (1) in FIG. 1 is a cross-sectional view of a water-blocking structure of a gravity concrete dam, and (2) in the same figure.
Is a cross-sectional view of a water impermeable film, and FIG. 2 is a schematic view of a coating apparatus.

【0008】図1は重力式コンクリートダムの遮水構造
1を示し、該遮水構造1はダムの堤体2の上流側面に塗
布されたプライマー3と、該プライマー3の上に高圧で
吹き付け塗布された超速硬化性の遮水膜4と、該遮水膜
4の上面に吹き付け塗布された保護膜5とから構成され
ている。
FIG. 1 shows a water-blocking structure 1 of a gravity type concrete dam. The water-blocking structure 1 has a primer 3 applied to the upstream side of a dam body 2 of the dam and a high pressure spray applied onto the primer 3. And a protective film 5 spray-coated on the upper surface of the water-blocking film 4.

【0009】前記プライマー3は、コンクリートと遮水
膜4との密着性を確保する性能を有するものであれば溶
剤系、非溶剤系は無論、一液型、二液型の何れのもので
も使用可能である。より具体的には、ウレタン系一液湿
気硬化型のサンPC−F(登録商標:三井化学社製)、
ウレタン変性エポキシ系樹脂をベースとする溶剤二液型
のサンPC−U(登録商標:三井化学社製)、あるいは
特殊充填材を配合したエポキシ樹脂をベースとする無溶
剤型のNKフレーク(登録商標:日本シーアールエム社
製)等が使用可能である。
The primer 3 may be any one of a one-pack type and a two-pack type as long as it is a solvent type and a non-solvent type as long as it has a property of ensuring the adhesion between the concrete and the water barrier film 4. It is possible. More specifically, a urethane-based one-pack moisture-curable type Sun PC-F (registered trademark: manufactured by Mitsui Chemicals, Inc.),
Solvent two-pack type Sun PC-U (registered trademark: manufactured by Mitsui Chemicals, Inc.) based on urethane-modified epoxy resin, or solventless NK flake (registered trademark) based on epoxy resin mixed with special filler : Nippon C.R.M.) can be used.

【0010】遮水膜4のポリウレタン樹脂は、有機イソ
シアネートを主たる成分とするウレタン主剤と、ポリオ
ールおよび/又はポリアミンを主たる成分に硬化触媒や
着色剤あるいは充填材等を添加したウレタン硬化剤とを
使用する。
The polyurethane resin of the water barrier film 4 uses a urethane main agent mainly composed of an organic isocyanate and a urethane curing agent obtained by adding a curing catalyst, a coloring agent or a filler to a main component of polyol and / or polyamine. I do.

【0011】前記のウレタン主剤は、ジフェニルメタン
ジイソシアネート(MDI)に代表される有機イソシア
ネートと、ポリオキシアルキレンポリオール等のポリオ
ールとの反応により得られる末端にイソシアナト基(N
CO基)を有するプレポリマーとを使用する。
The above-mentioned urethane main agent has an isocyanate group (N) at the terminal obtained by reacting an organic isocyanate represented by diphenylmethane diisocyanate (MDI) with a polyol such as a polyoxyalkylene polyol.
(CO group).

【0012】またウレタン硬化剤は、前記ポリオール及
び/又は芳香族ジアミン、ポリオキシアルキレンポリア
ミン等のポリアミンに有機金属触媒や着色剤等を混合し
たものを使用する。
As the urethane curing agent, a mixture of the polyol and / or polyamine such as aromatic diamine and polyoxyalkylene polyamine with an organic metal catalyst and a coloring agent is used.

【0013】このポリウレタン樹脂として、本実施の形
態においては可使時間が数秒、指触乾燥時間が3〜60
秒、ゴム弾性の発現時間が1〜10分、伸び率が250
〜600%という超速硬化ウレタン吹付材、例えばリム
スプレーF−1000(登録商標:三井化学社製)を使
用する。これは下記の表1のように、可使時間が数秒、
指触乾燥時間が8〜20秒、ゴム弾性の発現時間が2〜
3分、伸び率が350〜410%という物性を備えてい
る。
In the present embodiment, the polyurethane resin has a pot life of a few seconds and a touch dry time of 3 to 60.
Second, rubber elasticity development time is 1 to 10 minutes, elongation is 250
An ultra-rapid urethane spraying material of 600%, for example, Rim Spray F-1000 (registered trademark: manufactured by Mitsui Chemicals, Inc.) is used. This is, as shown in Table 1 below, the pot life is a few seconds,
8 to 20 seconds for touch dry time, 2 to 2 hours for rubber elasticity
It has physical properties of elongation of 350 to 410% for 3 minutes.

【表1】 [Table 1]

【0014】また遮水膜4を紫外線や雨水等から保護す
るためと美観の向上を図るために、耐候性に優れた保護
膜5を形成する。この保護膜5としてはアクリル系樹
脂、SBR系樹脂、ウレタン系樹脂等をベースとした一
液型の水性塗料、あるいはアクリルウレタン系樹脂やフ
ッ素含有ウレタン系樹脂等をベースとした二液型イソシ
アネート硬化タイプの溶剤系塗料を使用する。
In order to protect the water barrier film 4 from ultraviolet rays, rainwater and the like and to improve the appearance, a protective film 5 having excellent weather resistance is formed. As the protective film 5, a one-pack type aqueous paint based on an acrylic resin, an SBR resin, a urethane-based resin, or a two-pack type isocyanate cured based on an acrylic urethane-based resin or a fluorine-containing urethane-based resin is used. Use a type of solvent-based paint.

【0015】前記遮水膜4は、図2に示すような塗布装
置6により、高圧で吹き付け塗布して形成される。この
吹き付けは、堤体の上流側面の下部から上部にかけて行
う他、上部から下部にかけて、あるいは中央部から端部
にかけて行うこともできる。さらに作業が困難な入隅部
または出隅部などから最初に吹き付け塗布することもで
きる。また遮水膜4は、容器に充填したウレタン主剤と
ウレタン硬化剤の2液が、ドラムポンプ7から高圧定量
ポンプ8に送り込まれて80〜120kg/cm2に昇
圧されるとともに、吹付装置のヒータ9で加熱されてス
プレーガン10において衝突混合してミスト(霧)状に
なって吹付対象面に吹き付け塗布されて形成される。
The water barrier film 4 is formed by spray coating at a high pressure by a coating device 6 as shown in FIG. This spraying can be performed from the lower part to the upper part of the upstream side surface of the embankment body, from the upper part to the lower part, or from the center part to the end part. Furthermore, it is also possible to first spray-coat from the corners or the corners where the work is difficult. In addition, the water-impervious film 4 is configured such that a urethane base agent and a urethane curing agent filled in a container are sent from a drum pump 7 to a high-pressure metering pump 8 and pressurized to 80 to 120 kg / cm 2, and a heater of a spray device is provided. Heat is applied to the spray gun 9 to collide with the spray gun 10 to form a mist (mist), which is sprayed and applied to the surface to be sprayed.

【0016】図3はアーチ式ダムの遮水構造11を示し
たものであり、前記と同様に堤体2の上流側面に形成さ
れている。また図4はフィルダムの遮水構造12であ
り、これも前記と同様の構成である。
FIG. 3 shows a water-blocking structure 11 of an arch dam, which is formed on the upstream side surface of the bank 2 in the same manner as described above. FIG. 4 shows a water shielding structure 12 of the fill dam, which also has the same configuration as described above.

【0017】[0017]

【発明の効果】コンクリートの劣化と、ひび割れ部から
の漏水とを防ぐことができるとともに、遮水膜を簡単な
作業で形成することができる。
According to the present invention, it is possible to prevent the deterioration of concrete and the leakage of water from cracks, and to form a water barrier film by a simple operation.

【0018】凹部や段差等における角部、作業が困難な
入隅部または出隅部などにも均一な厚みを持ち、かつ継
ぎ目のないポリウレタン樹脂性の遮水膜が形成できる。
A water barrier film made of a polyurethane resin having a uniform thickness and a seamless shape can be formed even at a corner portion of a concave portion, a step, or the like, an inward corner or an outward corner where work is difficult.

【0019】堤体の上流側面の全面に継目のない遮水膜
が形成できるので遮水性の向上を図ることができる。
Since a seamless water blocking film can be formed on the entire upstream side surface of the embankment, the water blocking can be improved.

【0020】超速硬化性の遮水膜を吹き付け塗布して形
成することにより、遮水構造を短時間で構築することが
できる。
By spraying and forming an ultra-fast-curing water barrier film, a water barrier structure can be constructed in a short time.

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

【図1】(1)は重力式コンクリートダムの遮水構造の
断面図、(2)は遮水膜の断面図である。
FIG. 1 is a cross-sectional view of a water-blocking structure of a gravity concrete dam, and FIG. 1 (2) is a cross-sectional view of a water-blocking film.

【図2】塗布装置の概略図である。FIG. 2 is a schematic view of a coating apparatus.

【図3】アーチ式ダムの遮水構造の断面図である。FIG. 3 is a cross-sectional view of a water-blocking structure of an arch dam.

【図4】フィルダムの遮水構造の断面図である。FIG. 4 is a cross-sectional view of a water shielding structure of a fill dam.

【図5】従来の重力式コンクリートダムにおける遮水構
造の斜視図である。
FIG. 5 is a perspective view of a waterproof structure in a conventional gravity concrete dam.

【図6】従来のフィルダムにおける遮水構造の斜視図で
ある。
FIG. 6 is a perspective view of a water blocking structure in a conventional fill dam.

【符号の説明】[Explanation of symbols]

1 遮水構造 2 堤体 3 プライマー 4 遮水膜 5 保護膜 6 塗布装置 7 ドラムポンプ 8 定量ポンプ 9 ヒータ 10 スプレーガン DESCRIPTION OF SYMBOLS 1 Water-blocking structure 2 Embankment body 3 Primer 4 Water-blocking film 5 Protective film 6 Coating device 7 Drum pump 8 Metering pump 9 Heater 10 Spray gun

───────────────────────────────────────────────────── フロントページの続き (71)出願人 390001993 三井不動産建設株式会社 東京都千代田区霞が関3丁目2番5号 (72)発明者 後藤 隆志 東京都中央区日本橋浜町2丁目31番1号 三井不動産建設株式会社内 Fターム(参考) 4H017 AA04 AB03 AC04 AD06 AE03 ──────────────────────────────────────────────────続 き Continuing from the front page (71) Applicant 390001993 Mitsui Fudosan Construction Co., Ltd. 3-2-5 Kasumigaseki, Chiyoda-ku, Tokyo (72) Inventor Takashi Goto 2-31-1, Nihonbashihamacho, Chuo-ku, Tokyo Mitsui Fudosan F term (reference) in Construction Co., Ltd. 4H017 AA04 AB03 AC04 AD06 AE03

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 ダムの堤体の上流側面にプライマーが塗
布され、該プライマーの上から超速硬化性の遮水膜が吹
き付け塗布され、該遮水膜の上面に保護膜が吹き付け塗
布されてなることを特徴とするダムの遮水構造。
1. An upstream side surface of a dam body is coated with a primer, a super-hardening water barrier film is sprayed over the primer, and a protective film is sprayed on the upper surface of the water barrier film. The dam impervious structure characterized by that.
【請求項2】 前記遮水膜はポリウレタン樹脂であるこ
とを特徴とする請求項1に記載のダムの遮水構造。
2. The dam impermeable structure according to claim 1, wherein the impermeable film is made of polyurethane resin.
JP10354480A 1998-12-14 1998-12-14 Impervious structure for dam Pending JP2000178944A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10354480A JP2000178944A (en) 1998-12-14 1998-12-14 Impervious structure for dam

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10354480A JP2000178944A (en) 1998-12-14 1998-12-14 Impervious structure for dam

Publications (1)

Publication Number Publication Date
JP2000178944A true JP2000178944A (en) 2000-06-27

Family

ID=18437856

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10354480A Pending JP2000178944A (en) 1998-12-14 1998-12-14 Impervious structure for dam

Country Status (1)

Country Link
JP (1) JP2000178944A (en)

Cited By (6)

* 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
JP2005299295A (en) * 2004-04-15 2005-10-27 Bridgestone Corp Water cutoff construction method
CN101824813B (en) * 2009-05-11 2012-05-30 宜昌天宇科技有限公司 Dam crack resistance and aging prevention method based on temperature-humidity coupling
JP2015155594A (en) * 2014-02-19 2015-08-27 新日鐵住金株式会社 Water shut-off structure for concrete revetment, and repair construction method for concrete revetment
JP2016108815A (en) * 2014-12-05 2016-06-20 株式会社ダイフレックス Waterproof structure and waterproofing method
JP2016160572A (en) * 2015-02-26 2016-09-05 清水建設株式会社 Water-retention concrete structure, and water retention method for concrete structure

Cited By (6)

* 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
JP2005299295A (en) * 2004-04-15 2005-10-27 Bridgestone Corp Water cutoff construction method
CN101824813B (en) * 2009-05-11 2012-05-30 宜昌天宇科技有限公司 Dam crack resistance and aging prevention method based on temperature-humidity coupling
JP2015155594A (en) * 2014-02-19 2015-08-27 新日鐵住金株式会社 Water shut-off structure for concrete revetment, and repair construction method for concrete revetment
JP2016108815A (en) * 2014-12-05 2016-06-20 株式会社ダイフレックス Waterproof structure and waterproofing method
JP2016160572A (en) * 2015-02-26 2016-09-05 清水建設株式会社 Water-retention concrete structure, and water retention method for concrete structure

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