JPH09287161A - Water cutoff material - Google Patents

Water cutoff material

Info

Publication number
JPH09287161A
JPH09287161A JP10074996A JP10074996A JPH09287161A JP H09287161 A JPH09287161 A JP H09287161A JP 10074996 A JP10074996 A JP 10074996A JP 10074996 A JP10074996 A JP 10074996A JP H09287161 A JPH09287161 A JP H09287161A
Authority
JP
Japan
Prior art keywords
water
water blocking
blocking material
unreacted
oh1a
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
JP10074996A
Other languages
Japanese (ja)
Inventor
Mitsugi Ohata
貢 大畑
Kunihiro Tagawa
国広 田川
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP10074996A priority Critical patent/JPH09287161A/en
Publication of JPH09287161A publication Critical patent/JPH09287161A/en
Pending legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To provide a water cutoff material which is not easily affected by recurrence of a leakage condition. SOLUTION: This material is such that a water cutoff part 5 is formed in a part which has reacted with water and an unaffected part 6 which has not reacted with water yet is formed in a part having the water cutoff part 5 in-between. Even if water breaks the cutoff part 5 when external force acts on a leaking part such as a crack, the material in the unaffected part 6 reacts with water and exhibits a water cutoff effect. The water cutoff effect continues until the unaffected part 6 is exhausted.

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】本発明は止水材に関する。TECHNICAL FIELD The present invention relates to a waterproof material.

【0002】[0002]

【従来の技術】地中に埋設されるコンクリート構造体の
壁部にクラックなどが発生した場合において、埋設場所
に地下水などの水分が存在する場合には、このクラック
を通って構造体の内部に水が入り込むおそれがある。こ
のような漏水を防止するためには、止水材を使用するの
が好適である。
2. Description of the Related Art When a wall of a concrete structure buried in the ground is cracked, if water such as groundwater exists in the buried place, the water will pass through the crack to the inside of the structure. Water may get in. In order to prevent such water leakage, it is preferable to use a water blocking material.

【0003】この目的のために、従来においては、ウレ
タン系の止水材が用いられることが多く、このウレタン
系の止水材の一種として、「OH1A」という商品名で
供給されるものがある。この「OH1A」は水を硬化材
として使用するもので、水を充分に吸って膨潤すること
により止水が可能になる。
For this purpose, conventionally, urethane-based water blocking materials are often used, and one of the urethane-based water blocking materials is supplied under the trade name "OH1A". . This "OH1A" uses water as a hardening material, and it becomes possible to stop water by sufficiently absorbing and swelling water.

【0004】[0004]

【発明が解決しようとする課題】しかし、この「OH1
A」は、止水すべき部分に注入した場合に、まずその表
面が水と反応するが、親水性であるために水が反応部分
を通過して、未反応部が順次反応し、このため一時にす
べてが反応してしまう。したがって、クラックなどの漏
水部に再び外力が作用して反応部がくずれてしまうと、
漏水状態が再発するという問題点がある。
However, this "OH1
When "A" is injected into the portion where water should be stopped, its surface first reacts with water, but because it is hydrophilic, water passes through the reaction portion and the unreacted portion reacts sequentially, Everything reacts at once. Therefore, if external force acts again on the water leakage part such as a crack and the reaction part collapses,
There is a problem that the water leakage state will recur.

【0005】また、上述のように水を充分に吸って膨潤
した場合にのみ止水が可能で、水が枯れると材質が急変
し、「やせ」と称される縮み現象が起き、これによって
も再び漏水が始まるという問題点がある。したがってそ
の場合は、いったん施工した後に補修などの工事が必要
になる。
Further, as described above, the water can be stopped only when the water is sufficiently absorbed and swollen, and when the water is withdrawn, the material is suddenly changed, and a shrinkage phenomenon called "thinning" occurs. There is a problem that water leakage will start again. Therefore, in that case, it is necessary to carry out repair work after the work is completed.

【0006】そこで本発明は、このような問題点を解決
して、漏水状態の再発を起こしにくい止水材を提供する
ことを目的とする。
[0006] Therefore, an object of the present invention is to solve the above problems and to provide a water blocking material which is unlikely to cause a recurrence of a water leakage state.

【0007】[0007]

【課題を解決するための手段】この目的を達成するため
本発明は、水と反応した部分に止水部が形成されるとと
もに、この止水部を間においた部分に、まだ水と反応し
ていない未反応部が形成されているように構成したもの
である。
In order to achieve this object, the present invention provides that a water-stop portion is formed in a portion that has reacted with water, and that the portion with the water-stop portion interposed still reacts with water. The non-reacted portion is formed so as not to be formed.

【0008】このようなものであると、止水部を間にお
いた部分に、まだ水と反応していない未反応部が形成さ
れた構成であるため、クラックなどの漏水部に再び外力
が作用して、水が止水部を破るようなことがあっても、
それに続く未反応部の材料が水と反応して止水効果を発
揮する。この止水効果は、未反応部が無くなってしまう
まで持続する。
With such a structure, since the unreacted portion which has not yet reacted with water is formed in the portion where the water blocking portion is interposed, the external force acts again on the water leakage portion such as cracks. Then, even if water breaks the water stop,
The material of the subsequent unreacted portion reacts with water to exert a water blocking effect. This water-stopping effect continues until the unreacted part disappears.

【0009】また本発明によると、水との反応により形
成された止水部と未反応部との間が准非透水性となり、
止水部から未反応部へ水を浸入させない。よってこの未
反応部が一時に反応してしまうことがなく、そのため水
が枯れても大きく縮むことがない。水が止水部を破った
場合には、その時点で未反応部が初めて水と反応して止
水部となる。ゆえに、施工後はこの施工部に再び外力が
作用したような場合にも特に補修作業などは必要なく、
放置しておいても差し支えない。
Further, according to the present invention, a semi-impermeable layer is formed between the water blocking portion formed by the reaction with water and the unreacted portion,
Do not let water infiltrate into the unreacted part from the water shut off part. Therefore, this unreacted part does not react at one time, and therefore, even if water is withered, it does not shrink significantly. When the water breaks the water stop portion, the unreacted portion reacts with water for the first time at that time to become the water stop portion. Therefore, after the construction, even if external force acts again on this construction part, no special repair work is required,
You can leave it alone.

【0010】[0010]

【実施例】本発明の止水材は、たとえばウレタン系の止
水材に油脂を混合することによって得ることができる。
具体的には、たとえば上述のように「OH1A」という
商品名で供給されているウレタン系の止水材に、「モー
ビルマルチグレード7.5W−30」という商品名で供
給されているエンジンオイルとを適宜の比率で混合した
ものが好適である。
EXAMPLES The water blocking material of the present invention can be obtained, for example, by mixing fats and oils with a urethane type water blocking material.
Specifically, for example, as described above, the urethane water-stopping material supplied under the trade name "OH1A" and the engine oil supplied under the trade name "Mobile Multi Grade 7.5W-30" are used. It is preferable to mix these in an appropriate ratio.

【0011】この「OH1A」は、代表的性状として、
外観が無色〜淡黄色の液体であり、比重は1.08、2
0℃における粘度は350cps、OH1A/水の混合
比(体積比)が10/90のときの20℃における硬化
時間は4分、高弾性ゲルの特徴を有し、一般には地盤の
安定や湧水・漏水の防止などの用途に使用されるもので
ある。
This "OH1A" has, as a typical property,
It is a colorless to pale yellow liquid with a specific gravity of 1.08 and 2.
Viscosity at 0 ° C is 350 cps, curing time at 20 ° C when the OH1A / water mixture ratio (volume ratio) is 10/90 is 4 minutes, and it has the characteristics of a highly elastic gel. -Used for purposes such as preventing water leakage.

【0012】「モービルマルチグレード7.5W−3
0」は、代表的性状として、SAE粘度が7.5W−3
0であり、APIサービスはSF相当、比重は0.87
6、色相は濃緑色、流動点は−35℃、40℃における
粘度は66.7cSt、また100℃における粘度は1
0.9cSt、粘度指数は149、硫酸灰は0.77重
量%、アルカリ価は6.1mgKOH/gである。
"Mobile Multi Grade 7.5W-3
"0" has a typical SAE viscosity of 7.5 W-3.
0, API service is SF equivalent, specific gravity is 0.87
6. Hue is dark green, pour point is -35 ° C, viscosity at 40 ° C is 66.7cSt, and viscosity at 100 ° C is 1
It has a viscosity index of 0.9 cSt, a viscosity index of 149, a sulfated ash of 0.77% by weight, and an alkali number of 6.1 mgKOH / g.

【0013】この「OH1A」と「モービルマルチグレ
ード7.5W−30」とを適宜の比率で混合することに
よって本発明の止水材を得ることができるが、その混合
比率を変化させることで、所望の比重の止水材とするこ
とができる。たとえば1リットルの「OH1A」に対し
て「モービルマルチグレード7.5W−30」を1〜
0.4リットル程度混合することで、比重が小さく水面
上での使用に好適な止水材を得ることができる。反対
に、1リットルの「OH1A」に対して「モービルマル
チグレード7.5W−30」を0.4リットル程度以下
だけ混合することで、水面下での使用に適した止水材を
得ることができる。
The water-blocking material of the present invention can be obtained by mixing "OH1A" and "Mobile Multigrade 7.5W-30" in an appropriate ratio, but by changing the mixing ratio, The water blocking material can have a desired specific gravity. For example, for 1 liter of "OH1A", 1 to "Mobile Multigrade 7.5W-30"
By mixing about 0.4 liter, a water blocking material having a small specific gravity and suitable for use on the water surface can be obtained. On the contrary, by mixing 0.4 liters or less of "Mobile Multi Grade 7.5W-30" with 1 liter of "OH1A", it is possible to obtain a water blocking material suitable for underwater use. it can.

【0014】本発明の止水材は、いわゆる圧気工法によ
って漏水部に注入することができる。すなわち、クラッ
クから漏水が発生しており、しかもこのクラックの外側
で水が流れている場合には、通常では止水材の注入が困
難なことが多いため、このクラックの周囲を発泡材など
によって閉塞し、この閉塞部に加圧空気を注入して水を
排出し、その後に水がなくなった状態で止水材を注入す
ることができる。
The water blocking material of the present invention can be injected into the water leak portion by a so-called pressure pneumatic method. In other words, if water is leaking from the crack and water is flowing outside the crack, it is usually difficult to inject the waterproof material. It can be closed, pressurized air can be injected into this closed portion to discharge the water, and then the water blocking material can be injected in the state where the water is exhausted.

【0015】図1は、地中に埋設されたコンクリート製
の構造物1のコンクリート壁2にクラック3が発生し、
このクラック3を通って、構造物1の外部からその内部
へ漏水が生じた場合に、本発明の止水材4を圧気工法に
よって壁2の外側の地中へ注入した状態を示す。この止
水材4は、コンクリート壁2の表面に付着した状態で注
入されることになる。そして、この注入により水と反応
して外側に非還水膜からなる止水部5が形成される。ま
た止水部5の内部にまだ水と反応していない未反応部6
が包み込まれた状態で安定する。この圧気工法を採用し
た場合には、注入後に10〜20分が経過した後に止水
材4のまわりに浸水することになる。
FIG. 1 shows that a crack 3 is generated in a concrete wall 2 of a concrete structure 1 buried in the ground,
When water leaks from the outside of the structure 1 to the inside of the structure 1 through the crack 3, a state in which the water blocking material 4 of the present invention is injected into the ground outside the wall 2 by a pneumatic method is shown. The water blocking material 4 is injected while being attached to the surface of the concrete wall 2. Then, this injection reacts with water to form the water stop portion 5 formed of a non-returned water film on the outside. In addition, the unreacted portion 6 that has not yet reacted with water inside the water blocking portion 5
Is stable in the wrapped state. When this pneumatic method is adopted, water is flooded around the water blocking material 4 after 10 to 20 minutes have passed after the injection.

【0016】圧気工法によって注入された止水材4は、
やがて均一ゴム状になるが、それまでの時間は、たとえ
ば1リットルの「OH1A」に対して「モービルマルチ
グレード7.5W−30」を1〜0.6リットル程度混
合した場合には、50時間以上となる。これに対し、た
とえば1リットルの「OH1A」に対して「モービルマ
ルチグレード7.5W−30」を0.4リットル混合し
た場合は、40時間以上となる。同様に0.3リットル
混合した場合は30時間以上、0.2リットル混合した
場合は10時間以上となる。
The waterproof material 4 injected by the pneumatic method is
Eventually, it becomes a uniform rubber, but the time required until then is 50 hours when 1 to 0.6 liters of "Mobile Multigrade 7.5W-30" is mixed with 1 liter of "OH1A". That is all. In contrast, for example, when 0.4 liter of "Mobile Multigrade 7.5W-30" is mixed with 1 liter of "OH1A", it takes 40 hours or more. Similarly, when 0.3 liter is mixed, it takes 30 hours or more, and when 0.2 liter is mixed, it takes 10 hours or more.

【0017】図2は、いわゆるVカット工法にて止水材
を注入したものを例示する。ここでは、クラック3が発
生しているコンクリート壁2の内面を横断面V字状にカ
ットし、そのカット部7に止水材4を充填するように注
入する。カット部7におけるクラック3およびその近傍
では止水材4が水と反応して止水部5が形成され、また
この止水部5を間においた位置に未反応部6が形成され
る。
FIG. 2 illustrates an example in which a water blocking material is injected by the so-called V-cut method. Here, the inner surface of the concrete wall 2 in which the crack 3 has occurred is cut into a V-shaped cross section, and the cut portion 7 is injected so as to be filled with the water blocking material 4. At the crack 3 in the cut portion 7 and in the vicinity thereof, the water blocking material 4 reacts with water to form a water blocking portion 5, and an unreacted portion 6 is formed at a position where the water blocking portion 5 is interposed.

【0018】表1は、本発明の止水材を用いた場合と、
「OH1A」を単品で用いた場合との特性の比較を示
す。
Table 1 shows the case where the water blocking material of the present invention is used,
A comparison of the characteristics when "OH1A" is used alone is shown.

【0019】[0019]

【表1】 [Table 1]

【0020】この表1から明らかなように、本発明の止
水材は、「OH1A」にエンジンオイルを混合させるだ
けで、元の「OH1A」とはまったく性状の異なった止
水材とすることができ、元の「OH1A」に比べて格段
に特性を向上させることができた。また環境への悪影響
もまったく無かった。
As is clear from Table 1, the water blocking material of the present invention can be made into a water blocking material having completely different properties from the original "OH1A" simply by mixing "OH1A" with engine oil. It was possible to improve the characteristics remarkably compared with the original "OH1A". In addition, there was no negative impact on the environment.

【0021】なお、「OH1A」を用いた場合は、大量
に注入したときや、Vカットへのホース抜き注入を行っ
たときには、躯体に破壊が生じた。
When "OH1A" was used, the skeleton was broken when a large amount was injected or when the hose was injected into the V-cut.

【0022】[0022]

【発明の効果】以上のように本発明によると、水と反応
した部分に止水部が形成されるとともに、この止水部を
間においた部分に、まだ水と反応していない未反応部が
形成された構成としたため、クラックなどの漏水部に再
び外力が作用して、水が止水部を破るようなことがあっ
ても、それに続く未反応部の材料が水と反応して止水効
果を発揮し、この止水効果は未反応部が無くなってしま
うまで持続させることができるため、所要の止水性能を
長期にわたって持続させることができ、漏水状態の再発
を効果的に防止できる。また止水部と未反応部との間が
准非透水性となり、止水部から未反応部へ水を浸入させ
ないため、未反応部が一時に反応してしまうことがな
く、そのため水が枯れても大きく縮むことがなく、水が
止水部を破った場合には、その時点で未反応部が初めて
水と反応して止水部となり、ゆえに施工後はこの施工部
に再び外力が作用したような場合にも特に補修作業など
は必要なく、放置しておいても差し支えないという利点
がある。
As described above, according to the present invention, a water blocking portion is formed in a portion that has reacted with water, and an unreacted portion that has not yet reacted with water is formed in a portion with this water blocking portion interposed. Since the structure is formed, even if external force acts again on the leaked part such as cracks and water breaks the water stop part, the material of the unreacted part that follows it reacts with water and stops. The water effect is exerted, and this water stopping effect can be maintained until the unreacted part is exhausted. Therefore, the required water stopping performance can be maintained for a long period of time, and the recurrence of the leakage condition can be effectively prevented. . In addition, since the water is still impermeable between the water-stop portion and the unreacted portion and water does not penetrate from the water-stop portion to the unreacted portion, the unreacted portion does not react at one time, and therefore the water withers. However, if the water does not shrink significantly and the water breaks the still part, the unreacted part reacts with the water for the first time to become the still part at that point, so after the construction, external force acts again on this part. Even in such a case, there is an advantage that no repair work is required and it can be left as it is.

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

【図1】本発明の止水材を圧気工法により注入した状態
を示す断面図である。
FIG. 1 is a cross-sectional view showing a state in which a water blocking material of the present invention is injected by a pneumatic method.

【図2】本発明の止水材をVカット工法により注入した
状態を示す断面図である。
FIG. 2 is a cross-sectional view showing a state where the water blocking material of the present invention is injected by the V-cut method.

【符号の説明】[Explanation of symbols]

4 止水材 5 止水部 6 未反応部 4 Water blocking material 5 Water blocking part 6 Unreacted part

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 水と反応した部分に止水部が形成される
とともに、この止水部を間においた部分に、まだ水と反
応していない未反応部が形成されていることを特徴とす
る止水材。
1. A water blocking portion is formed in a portion that has reacted with water, and an unreacted portion that has not yet reacted with water is formed in a portion with the water blocking portion interposed therebetween. Water stopping material.
JP10074996A 1996-04-23 1996-04-23 Water cutoff material Pending JPH09287161A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10074996A JPH09287161A (en) 1996-04-23 1996-04-23 Water cutoff material

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10074996A JPH09287161A (en) 1996-04-23 1996-04-23 Water cutoff material

Publications (1)

Publication Number Publication Date
JPH09287161A true JPH09287161A (en) 1997-11-04

Family

ID=14282188

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10074996A Pending JPH09287161A (en) 1996-04-23 1996-04-23 Water cutoff material

Country Status (1)

Country Link
JP (1) JPH09287161A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014001627A (en) * 2013-09-20 2014-01-09 Sansei Kako Kk Water cut-off method by means of rear face injection

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014001627A (en) * 2013-09-20 2014-01-09 Sansei Kako Kk Water cut-off method by means of rear face injection

Similar Documents

Publication Publication Date Title
CN108194756B (en) CIPP (CIPP) lining pipe and method for preparing CIPP lining pipe
JPH09287161A (en) Water cutoff material
US4988238A (en) Method for improving the strength and impermeability of soils and engineering structures
JPH11124871A (en) Water cut-off material
CN214301869U (en) A slip casting rifle for emergent leaking stoppage
CN212273415U (en) Trenchless pipeline is restoreed and is used interior bushing pipe
JP2000236612A (en) Material and construction method for water stopping
US4268047A (en) Underground pipe joint with hydratable cement in polyurethane gasket
AU632691B2 (en) Modified silicone rubber for use in the sanitation of sewers in conjunction with specially equipped packers
CN219734527U (en) Socket joint formula reinforced concrete drainage pipe interface
JPS61238881A (en) Sealant for waterproofing
JPH11252766A (en) Water cut-off
JPH11229795A (en) Water stopping construction method
JPH11234860A (en) Water shutoff method of construction
JP2577661Y2 (en) Water shutoff structure at pipeline entrance
JPS6262883A (en) Pipeline water stopping apparatus
JPH05220453A (en) Inner face lining method of pipe
JP2001004043A (en) Water stop material and water stop construction method
JPH10176422A (en) Cut-off method
JPH0865869A (en) Water leakage prevention material of piping for cable wiring and water leakage prevention method
JPS6260422A (en) Conduit water sealer
JPS6158639B2 (en)
CN116809550A (en) Pipeline cleaning grouting construction method
JPH10178732A (en) Cut off work
JPH11230474A (en) Cut-off of water

Legal Events

Date Code Title Description
A977 Report on retrieval

Effective date: 20050826

Free format text: JAPANESE INTERMEDIATE CODE: A971007

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20050920

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20051121

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20060221

A02 Decision of refusal

Free format text: JAPANESE INTERMEDIATE CODE: A02

Effective date: 20060704