JP2545536B2 - Leakage prevention method for concrete construction - Google Patents
Leakage prevention method for concrete constructionInfo
- Publication number
- JP2545536B2 JP2545536B2 JP9942987A JP9942987A JP2545536B2 JP 2545536 B2 JP2545536 B2 JP 2545536B2 JP 9942987 A JP9942987 A JP 9942987A JP 9942987 A JP9942987 A JP 9942987A JP 2545536 B2 JP2545536 B2 JP 2545536B2
- Authority
- JP
- Japan
- Prior art keywords
- water
- quick
- groove
- crack
- elastic
- 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.)
- Expired - Lifetime
Links
Landscapes
- Building Environments (AREA)
- Working Measures On Existing Buildindgs (AREA)
Description
【発明の詳細な説明】 産業上の利用分野 本発明はコンクリート構築体に生じたクラックやジャ
ンカからの漏水を止める止水工法に関するものである。Description: TECHNICAL FIELD The present invention relates to a water-stopping method for stopping water leakage from cracks and junkers generated in a concrete structure.
従来の技術 コンクリート構築体に生じたクラックやジャンカから
の漏水は、漏水の止まっている時等比較的急結止水材の
固まり易い時に、クラックやジャンカ内に直接急結止水
材を塗り込むか、又は漏水を戸樋等に集めて邪魔になら
ない所に導き、漏水のないクラックやジャンカ内に急結
止水材を塗り込むなどの方法が用いられていた。Conventional technology When a crack or water leak from a janker in a concrete structure is applied, when the water leak is stopped, etc. Alternatively, a method of collecting the leaked water in a door gutter or the like and guiding it to an unobtrusive place, and applying a quick-stop water-stopping material to the cracks or the jumper without leaking water has been used.
発明が解決しようとする問題点 クラックやジャンカの内面は不規則な凹凸面で形成さ
れており、したがって、上記不規則な内面をもつクラッ
クやジャンカ内に弾性不透水材を押し入れても、内面と
のなじみが悪く、又上記従来の方法では手数もかかり充
分に漏水を止めることができなかった。Problems to be Solved by the Invention The inner surface of the crack or the junker is formed by an irregular uneven surface, and therefore, even if the elastic impermeable material is pushed into the crack or the junker having the above irregular inner surface, However, it was difficult to stop the leak sufficiently by the conventional method.
問題点を解決するための手段 上記の目的で、コンクリート構築体に生じたクラック
あるいはジャンカに沿って該クラックあるいはジャンカ
を拡張する形で内面が平滑で、かつ、均一な巾の溝を形
成し、上記構内に該溝巾より若干太い弾性不透水材を奥
部に若干の中空部を残して押し込むと共に、溝の最下部
に上記中空部と連通する排水口を形成し、上記排水口以
外の溝部分で、かつ、上記弾性不透水材の外側上に急結
止水材を充填して、該急結止水材の固化後、上記排水口
を弾性不透水材で閉じ、閉じた排水口の上に急結止水材
を充填して硬化後、上記全構内で、かつ、急結止水材上
を防水材で塗布仕上げる。Means for Solving the Problems For the above-mentioned purpose, the inner surface is smooth and a groove having a uniform width is formed by expanding the crack or the jumper along the crack or the jumper generated in the concrete structure, An elastic water impermeable material that is slightly thicker than the groove width is pushed into the premises leaving a hollow portion in the back, and a drain port communicating with the hollow portion is formed at the bottom of the groove. Part of the elastic impermeable material is filled with a quick-stop water blocking material on the outer side of the elastic water-impermeable material, and after the quick-setting water blocking material is solidified, the drain port is closed with the elastic water impermeable material, and the closed drain port is closed. After being filled with the quick-setting and water-stopping material and cured, the quick-setting and water-stopping material is applied and finished with a waterproof material on the entire premises.
作用 急結止水材は漏水の存在下では固化しにくいので、ク
ラックやジャンカに沿って切り開いた内面が平滑で、か
つ、均一な巾の溝に弾性不透水材を詰め込み、漏水を溝
最下部に残した開口から排水しておき、排水口部分以外
の部分に急結止水材を塗り込み、急結止水材の固化後上
記排水口を閉じて急結止水材を封じるものである。The quick-stop water blocking material is hard to solidify in the presence of water leaks, so the inner surface cut along the cracks and junkers has a smooth inner surface, and an elastic impermeable material is packed into a groove of uniform width to prevent water leakage at the bottom of the groove. The water is drained from the opening left behind, and the quick stop waterproof material is applied to the part other than the drain port portion, and after the quick stop waterproof material is solidified, the drain port is closed and the quick stop waterproof material is sealed. .
実施例 コンクリート壁等の構築体(1)に出来た垂直方向に
延びたクラック(1')に沿って回転錐等の工具を用い
て、第1図に示すように、内面を平滑に、且つ、断面の
内周面をU字型に成形した均一巾の溝(2)を適当な深
さを有せしめて掘削し、該溝(2)の巾よりも太い弾性
不透水材(3)を上記溝(2)内に、奥部に若干の通水
のための中空部(2')を残して押し入れ、その後第2図
に示すように、弾性不透水材(3)の外側に急結止水材
(4)を充填する。而して上記溝(2)の最下端に、中
空部(2')と連通する排水口(6)として弾性不透水材
(3)を押入れない部分を設けておく。かくすることに
より漏水は中空部(2')の最下端の排水口(6)より排
出されるので、弾性不透水材(3)の外側の溝(2)の
部分は乾燥するため充填した急結止水材(4)は速やか
に固化する。この時点で第3図に示すように、溝(2)
の最下端に設けた排水口(6)に弾性不透水材(3)の
端部(3')を押し込み、押込みを完了するとその外側に
急結止水材(4')を充填して排水口(6)を完全に閉
じ、しかる後、溝(2)全般にわたって防水材(5)で
仕上げ作業を終わる。なお、第1図〜第3図は便宜上構
築体(1)の垂直方向に延びたクラック(1')の例を示
したが、このクラック(1')の形状に限定されるもので
はない。Example Using a tool such as a rotary cone along a vertically extending crack (1 ′) formed in a structure (1) such as a concrete wall, as shown in FIG. 1, the inner surface was smoothed, and , The inner peripheral surface of the cross section is formed in a U shape, and the groove (2) having a uniform width is excavated with an appropriate depth, and an elastic impermeable material (3) thicker than the width of the groove (2) is formed. It is pushed into the groove (2) leaving a hollow part (2 ') for water passage in the inner part, and then, as shown in Fig. 2, it is quickly connected to the outside of the elastic water impermeable material (3). Fill the waterproofing material (4). Thus, at the lowermost end of the groove (2), a portion which does not press the elastic water impermeable material (3) is provided as a drainage port (6) communicating with the hollow portion (2 '). By doing so, the leaked water is discharged from the drainage port (6) at the lowermost end of the hollow portion (2 '), so that the outer groove (2) of the elastic water impermeable material (3) dries so that the filled rapid The water blocking material (4) quickly solidifies. At this point, as shown in FIG. 3, the groove (2)
Push the end (3 ') of the elastic impermeable material (3) into the drainage port (6) provided at the bottom end of the, and when the pushing is completed, fill the outside with the quick-set water blocking material (4') and drain it. The mouth (6) is completely closed, after which the finishing work is completed with the waterproof material (5) over the groove (2). 1 to 3 show an example of the crack (1 ') extending in the vertical direction of the construct (1) for convenience, the shape of the crack (1') is not limited.
発明の効果 回転錐等の工具の発達からコンクリート構築体に均一
巾の溝を比較的容易に一定深さに掘削出来るようになっ
たことから、当該錐を用いると内周面が平滑で、溝巾が
均一な溝をクラックやジャンカに沿って掘削出来、この
溝の掘削壁面は平滑であるため適当太さの弾性不透水材
を押入れれば漏水はこの接合面から完全に侵出しなくな
り、また溝の奥に設けた中空部と連通する排水口を設け
ることにより、弾性不透水材の前面の急結止水材は早急
かつ容易に乾燥・固化する。そして最後に侵出水の排出
口を同様の手段で閉じれば浸出水が上記中空部に溜って
その水圧が高くなるまでにこの部分を封した急結止水材
が固化するから後はこれ等全部の溝上を防水材で仕上げ
れば迅速容易に漏水止工事が終了する。EFFECTS OF THE INVENTION Due to the development of tools such as rotary cones, it has become possible to excavate a groove of uniform width in a concrete structure relatively easily to a certain depth. A groove with a uniform width can be excavated along cracks or junkers, and since the excavated wall surface of this groove is smooth, if an elastic impermeable material of an appropriate thickness is pushed in, leakage will not completely leak from this joint surface, and By providing a drainage port that communicates with the hollow portion provided in the back of the groove, the quick-stop water-stopping material on the front surface of the elastic water-impermeable material dries and solidifies quickly and easily. Finally, if the discharge port of the leachate is closed by the same means, the leachate collects in the hollow part and the quick-stop water-blocking material that seals this part solidifies before the water pressure rises. If the groove is finished with a waterproof material, the water leakage stop work will be completed quickly and easily.
第1図は本発明を実施した状態を示す壁面の平断面、第
2図は同実施例中第1作業段階を終わった状態を示す縦
断面図であり、第3図は第2作業段階を終わった状態を
示す縦断面図である。 (1)……構築体、(1')……クラック、 (2)……溝、(2')……中空部、 (3)……不透水材、(4)……急結止水材、 (5)……防水材、(6)……排水口。1 is a plane sectional view of a wall surface showing a state in which the present invention has been carried out, FIG. 2 is a vertical sectional view showing a state after the first working stage in the same embodiment, and FIG. 3 shows a second working stage. It is a longitudinal cross-sectional view showing a finished state. (1) …… Construction, (1 ′) …… Crack, (2) …… Groove, (2 ′) …… Hollow part, (3) …… Impermeable material, (4) …… Quick stop Water Material, (5) …… Waterproof material, (6) …… Drainage port.
Claims (1)
いはジャンカに沿って該クラックあるいはジャンカを拡
張する形で内面が平滑で、かつ、均一な巾の溝を形成
し、上記構内に該溝巾より若干太い弾性不透水材を奥部
に若干の中空部を残して押し込むと共に、溝の最下部に
上記中空部と連通する排水口を形成し、上記排水口以外
の溝部分で、かつ、上記弾性不透水材の外側上に急結止
水材を充填して、該急結止水材の固化後、上記排出口を
弾性不透水材で閉じ、閉じた排水口の上に急結止水材を
充填して硬化後、上記全構内で、かつ、急結止水材上を
防水材で塗布仕上げることを特徴とするコンクリート構
築体の漏水止工法。1. A groove having a smooth inner surface and a uniform width is formed by expanding the crack or junker along a crack or junker generated in a concrete structure. A thick elastic water-impermeable material is pushed into the inner part of the groove leaving a small hollow part, and a drain port communicating with the hollow part is formed at the bottom of the groove. After filling the quick-stop water-stopping material on the outside of the water-permeable material and solidifying the quick-stop water-stopping material, the outlet is closed with an elastic impermeable material, and the quick-stop water-stopping material is placed on the closed drainage port. A method for preventing leakage of water from a concrete structure, characterized in that after filling and curing, the entire set of the above facilities and the quick-setting waterproof material are applied and finished with a waterproof material.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP9942987A JP2545536B2 (en) | 1987-04-21 | 1987-04-21 | Leakage prevention method for concrete construction |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP9942987A JP2545536B2 (en) | 1987-04-21 | 1987-04-21 | Leakage prevention method for concrete construction |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS63265021A JPS63265021A (en) | 1988-11-01 |
JP2545536B2 true JP2545536B2 (en) | 1996-10-23 |
Family
ID=14247204
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP9942987A Expired - Lifetime JP2545536B2 (en) | 1987-04-21 | 1987-04-21 | Leakage prevention method for concrete construction |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2545536B2 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR101284172B1 (en) * | 2013-02-12 | 2013-07-09 | 민경철 | The improved waterproofing repair structure and construction method thereof |
-
1987
- 1987-04-21 JP JP9942987A patent/JP2545536B2/en not_active Expired - Lifetime
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR101284172B1 (en) * | 2013-02-12 | 2013-07-09 | 민경철 | The improved waterproofing repair structure and construction method thereof |
Also Published As
Publication number | Publication date |
---|---|
JPS63265021A (en) | 1988-11-01 |
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