JPH0194133A - Cut off method of crack of concrete structure - Google Patents
Cut off method of crack of concrete structureInfo
- Publication number
- JPH0194133A JPH0194133A JP62249358A JP24935887A JPH0194133A JP H0194133 A JPH0194133 A JP H0194133A JP 62249358 A JP62249358 A JP 62249358A JP 24935887 A JP24935887 A JP 24935887A JP H0194133 A JPH0194133 A JP H0194133A
- Authority
- JP
- Japan
- Prior art keywords
- water
- agent
- crack
- cracks
- packing
- 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
Links
- 238000000034 method Methods 0.000 title claims description 20
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 63
- 239000003795 chemical substances by application Substances 0.000 claims abstract description 46
- 238000007789 sealing Methods 0.000 claims abstract description 30
- 238000012856 packing Methods 0.000 claims abstract description 29
- 238000002347 injection Methods 0.000 claims abstract description 20
- 239000007924 injection Substances 0.000 claims abstract description 20
- JOYRKODLDBILNP-UHFFFAOYSA-N Ethyl urethane Chemical compound CCOC(N)=O JOYRKODLDBILNP-UHFFFAOYSA-N 0.000 claims abstract description 8
- 238000005187 foaming Methods 0.000 claims abstract description 5
- 239000003822 epoxy resin Substances 0.000 claims abstract description 3
- 229920000647 polyepoxide Polymers 0.000 claims abstract description 3
- 229920005989 resin Polymers 0.000 claims description 9
- 239000011347 resin Substances 0.000 claims description 9
- 239000004088 foaming agent Substances 0.000 claims description 8
- 239000000853 adhesive Substances 0.000 claims description 4
- 230000001070 adhesive effect Effects 0.000 claims description 4
- 230000008595 infiltration Effects 0.000 claims description 3
- 238000001764 infiltration Methods 0.000 claims description 3
- 239000002184 metal Substances 0.000 claims description 2
- 239000004033 plastic Substances 0.000 claims description 2
- 239000006260 foam Substances 0.000 abstract description 6
- 230000035515 penetration Effects 0.000 description 5
- 238000005553 drilling Methods 0.000 description 3
- 239000000565 sealant Substances 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 238000007796 conventional method Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 229910001220 stainless steel Inorganic materials 0.000 description 2
- 239000010935 stainless steel Substances 0.000 description 2
- 241000218691 Cupressaceae Species 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 239000003292 glue Substances 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 230000009182 swimming Effects 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Landscapes
- Working Measures On Existing Buildindgs (AREA)
- Lining And Supports For Tunnels (AREA)
- Building Environments (AREA)
Abstract
Description
【発明の詳細な説明】
（産業上の利用分野）
本発明はトンネル、地下室、ダム、えん堤、プール、屋
外等コンクリート建造物に発生したひび割れからの浸水
、漏水を防止する方法に関する。DETAILED DESCRIPTION OF THE INVENTION (Field of Industrial Application) The present invention relates to a method for preventing water intrusion and leakage from cracks occurring in concrete structures such as tunnels, basements, dams, dams, swimming pools, and outdoors.
（従来の技術）
従来のコンクリート建造物のひび割れからの浸水、漏水
を防止する方法は、ひび割れのコンクリート表面部分を
Ｖ字状に切欠し、このＶ字状切欠に樹脂注入管を挿入し
この上方から樹脂注入管を埋設するように急結モルタル
を打ち込んで樹脂注入管をコンクリート壁に固定する。(Prior art) A conventional method for preventing water intrusion and leakage from cracks in concrete buildings is to cut out the cracked concrete surface in a V-shape, insert a resin injection pipe into the V-shaped cutout, and insert a resin injection pipe above the crack. Fix the resin injection pipe to the concrete wall by pouring quick-setting mortar to bury the resin injection pipe.
その後樹脂注入管に注入ノズルを取付けて、ウレタン系
発泡樹脂を注入し、注入されたウレタン系発泡樹脂が水
に触れて発泡しひび割れの空隙の深部及び分岐クラック
に進入して接着硬化させることによって止水させるもの
である。After that, an injection nozzle is attached to the resin injection pipe and urethane foam resin is injected, and the injected urethane foam resin foams when it comes into contact with water, enters the deep parts of the cracks and branch cracks, and hardens the adhesive. It stops water.
（発明が解決しようとする問題点）
従来のＶ字状切欠を設けて行う止水方法では、Ｖ字状切
欠をコンクリート壁面のひび割れンこ沿って削孔する削
孔工程、及び樹脂注入管の挿入工程と急結セメントの打
設工程を必要とするため、時間がかかっていて短時間に
行わねばならないトンネル作業等においては問題となっ
ていた。又、ひび割れが湾曲していた場合、及びメイン
のひび割れから直交方向する方向にひび割れ、周辺のひ
び割れが多く走っている場合には従来の方法では止水す
ることが難しかった。(Problems to be Solved by the Invention) In the conventional water stopping method by providing a V-shaped notch, there is a hole-drilling process in which the V-shaped notch is drilled along the cracks in the concrete wall surface, and a hole-drilling process for drilling the V-shaped notch along the cracks in the concrete wall surface, and Since it requires an insertion process and a quick setting cement placement process, it is time consuming and has been a problem in tunnel work, etc., which must be completed in a short period of time. Furthermore, if the crack is curved, if there are many cracks running perpendicular to the main crack, or if there are many cracks in the periphery, it is difficult to stop water using conventional methods.
（問題点を解決するための手段）
本発明はこれらの問題を解決し、工期が短縮でき、又、
メインのひび割れが湾曲していても施工が容易で、又分
岐ひび割れ、周辺ひび割れをも同時に止水することがで
きるという実用的なコンクリート建造物のひび割れの止
水方法を提供せんとするものである。(Means for solving the problems) The present invention solves these problems, shortens the construction period, and
The present invention aims to provide a practical method for water-stopping cracks in concrete buildings, which is easy to construct even if the main crack is curved, and can also water-stop branch cracks and peripheral cracks at the same time. .
本発明の要旨は、１）下記イ）〜・・）の第１〜３工程
からなるコンクリート構造物のひび割れの止水方法
イ）コンクリート構造物表面のひび割れ線に沿ってアン
カーボルトを多数植設する第１工程口）肉厚で且つ所要
の開口面積をもったパツキングリルをひび割れ線を股ぐ
状態に多数敷き、この肉厚のパツキングリル上面に平板
状又は中央が湾曲した蓋板を当て、同蓋板な前記アンカ
ーボルトでもって締結して肉厚のパツキングリルをひび
割れしたコンクリート壁面に圧接させ、ひび割れしたコ
ンクリート壁面とパツキングリルと蓋板とで所要容積の
止水剤封止空間を形成する第２工程
ハ）締結した蓋板に設けた止水剤注入口からウレタン系
発泡剤、エポキンン樹脂等の止水剤を注入し、止水剤を
止水剤封止空間に充填させるとともに止水剤を発泡圧又
は注入圧でもってひび割れ内部に進入させ、止水剤が接
着硬化することによってひび割れを塞ぎそれらからの漏
水、浸水を防止する第３工程
２）下記ａｚｂＳｃの第１〜３工程よりなるコンクリー
ト構造物のひび割れの止水方法
ａ）コンクリート構造物表面のひび割れ線に沿ってアン
カーボルトを多数植設する第１工程ｂ）下端にパツキン
を取付は且つ所要の開口面積をもった金属・プラスチッ
ク等素材の硬質グリルをひび割れ線を股ぐ状態に多数配
列し、同硬質グリルを前記アンカーボルトでもって締結
してひび割れしたコンクリート壁面に圧接状態に固定し
、同硬質グリルの上端に平板状又は中央が湾曲した蓋板
なパツキンを介して固着し、ひび割れしたコンクリート
壁面と硬質グリルと蓋板とで所要容積の止水剤封止空間
を形成する第２工程
Ｃ）蓋板に設けた止水剤注入口からウレタン系発泡剤、
エポキシン樹脂等の止水剤を注入し、止水剤を止水剤封
止空間に充填させるとともに止水剤を発泡圧又は注入圧
でもってひび割れ内部に進入させ、止水剤が接着硬化す
ることによってひび割れを塞ぎそれらからの漏水、浸水
を防止する第３工程
にある。The gist of the present invention is as follows: 1) A water stopping method for cracks in a concrete structure comprising steps 1 to 3 of the following a) to...) b) Planting a large number of anchor bolts along the crack line on the surface of the concrete structure. 1st process opening) A large number of thick packing grills with the required opening area are laid across the crack lines, and a flat plate or a lid plate with a curved center is placed on the top surface of the thick packing grills. The lid plate is fastened with the anchor bolt, and the thick packing drill is brought into pressure contact with the cracked concrete wall surface, and a water sealing agent sealing space of the required volume is formed between the cracked concrete wall surface, the packing drill, and the cover plate. 2nd step C) Inject a water stop agent such as urethane foaming agent or Epokin resin from the water stop agent inlet provided on the fastened lid plate, fill the water stop agent sealing space with the water stop agent, and stop water. The third step is to inject the agent into the cracks with foaming pressure or injection pressure, and the water stop agent hardens as an adhesive, sealing the cracks and preventing water leakage and infiltration. 2) From steps 1 to 3 of azbSc below. Method for water-stopping cracks in concrete structures a) First step of planting a large number of anchor bolts along the crack lines on the surface of the concrete structure b) Attaching a packing to the lower end and attaching a metal plate with the required opening area A large number of hard grilles made of plastic or other materials are arranged across the crack lines, the hard grilles are fastened with the anchor bolts and fixed in pressure contact with the cracked concrete wall, and a flat plate or The second step is to form a sealing space with a water sealing agent of the required volume between the cracked concrete wall surface, the hard grille, and the lid plate by fixing them through a gasket, which is a lid plate with a curved center.C) Water stopper provided on the lid plate Urethane foaming agent from the agent injection port,
Injecting a water-stopping agent such as epoxy resin, filling the sealing space with the water-stopping agent, and injecting the water-stopping agent into the crack using foaming pressure or injection pressure, so that the water-stopping agent adheres and hardens. The third step is to close the cracks and prevent water from leaking or flooding.
尚、本発明ではアンカーボルトの植設作業を厚手のパツ
キングリル・硬質グリルのコンクリート壁面への取付時
に同時又は直前に行って、−個のパツキングリル又は硬
質グリルと蓋板とをコンクリート壁に固定した後に、次
のアンカーボルトの植設作業と厚手のパツキングリル・
硬質グリルと蓋板とをコンクリート壁面に取付けるとい
う逐次固定手順で進めてもよく、これも本発明に包含す
るものである。In addition, in the present invention, the anchor bolts are installed at the same time or immediately before the installation of the thick packing drills or hard grilles to the concrete wall, thereby fixing the - pieces of packing drills or hard grilles and the cover plate to the concrete wall. After that, the next anchor bolt planting work and thick packing drill
It is also possible to proceed with a sequential fixing procedure of attaching the hard grille and the cover plate to the concrete wall surface, and this is also included in the present invention.
（実施例） 以下、本発明の実施例を図面に基づいて説明する。(Example) Embodiments of the present invention will be described below based on the drawings.
第１実施例（第１〜４図参照）
第１〜４図に示す第１実施例は特許請求の範囲第３項記
載の発明の態様の実施例で、パツキングリル（１１が７
ｍｒｘ肉厚の長尺ゴム板に鍵穴状嵌合溝（２）を５
ｃｍ間隔で左右対称に多数設けた第１ゴム部材（３）と
、２０ｃｍ長さの短いゴム板の両端に鍵穴状嵌合突起（
４）を設けた第２ゴム部材（５）とからなり、第１ゴム
部材（３）を平行に敷設し、対向した鍵穴状嵌合溝（２
）に第２ゴム部材（５）の嵌合突起（４）を嵌合させて
連結して口字状のグリルを形成させる例である。First Embodiment (See Figs. 1 to 4) The first embodiment shown in Figs. 1 to 4 is an embodiment of the aspect of the invention described in claim 3.
5 keyhole-shaped fitting grooves (2) are formed on the mrx-thick long rubber plate.
A large number of first rubber members (3) are provided symmetrically at cm intervals, and a keyhole-shaped fitting projection (
The first rubber member (3) is laid in parallel with the opposing keyhole-shaped fitting grooves (2).
) is fitted with the fitting protrusion (4) of the second rubber member (5) and connected to form a mouth-shaped grill.
図中（６）はコンクリート壁、（７）はひび割れ、（８
）はアンカーボルト、（９）は平板のステンレス製蓋板
、（１１１６は同蓋板のアンカーボルト貫入孔、（１１
）は締付ナツト、（ｌ乃は止水剤注入口、（ｌ■はパル
プ付止水剤注入管、（１４は水・空気を排出するバルブ
付排出管、（国は止水剤封止空間である。In the figure, (6) is a concrete wall, (7) is a crack, and (8) is a concrete wall.
) is an anchor bolt, (9) is a flat stainless steel cover plate, (1116 is an anchor bolt penetration hole in the same cover plate, (11
) is the tightening nut, (l is the water sealing agent injection port, (l■ is the water sealing agent injection pipe with pulp, (14 is the discharge pipe with a valve to discharge water and air, (the country is the water sealing agent sealing It is space.
この実施例では、まずコンクリート壁面（６）のひび割
れ（７）の線に沿ってアンカーボルト（８）を多数植設
する。その位置は取付予定の蓋板（９）のアンカーボル
ト貫入孔に相当する位置とする。In this embodiment, first, a large number of anchor bolts (8) are installed along the lines of cracks (7) in a concrete wall surface (6). The position corresponds to the anchor bolt penetration hole of the cover plate (9) to be attached.
次にひび割れ線に沿いながら、長尺の第１ゴム部材（３
）を２０ｃｍ離して平行に敷設し、ひび割れ（７）が中
央に入るように第２ゴム部材（５）を置き、その嵌合突
起（４）を第１ゴム部材（３）の嵌合溝（２）に嵌入し
て連結し、２０ｃｍ Ｘ ２５ｃｍ程の口字状パツキン
グリル（１）を形成する。このパツキングリル（１）は
粘着・接着・釘等で仮止めしてもよいし、アンカーボル
ト（８）を使って仮押えしてもよいし、直ちに蓋板（９
）を押シ当て、アンカーボルト（８）を蓋板（９）のア
ンカーボルト貫入孔（ｌＩに挿入して締付ナツト（ｌｌ
）でもって締付けてコンクリート壁面（６）に固定して
もよい。Next, while following the crack line, the long first rubber member (3
) in parallel with each other 20 cm apart, place the second rubber member (5) so that the crack (7) is in the center, and insert its fitting protrusion (4) into the fitting groove (3) of the first rubber member (3). 2) and connect to form a mouth-shaped packing grill (1) of approximately 20 cm x 25 cm. This fitting grill (1) may be temporarily fixed with adhesive, glue, nails, etc., it may be temporarily held using anchor bolts (8), or it may be immediately fixed with the cover plate (9).
), insert the anchor bolt (8) into the anchor bolt penetration hole (II) of the cover plate (9), and tighten the tightening nut (II).
) may be used to secure it to the concrete wall (6).
このパツキングリル（１）は対向する第１ゴム部材（３
）間に１個でも複数個形成してもよい。This packing grill (1) is connected to the opposing first rubber member (3).
), one or more may be formed between them.
このようにしてパツキングリル（１）をひび割れ（７）
の線に沿って連続して多数個形成していく。In this way, crack the packing grill (1) (7)
A large number of pieces are formed successively along the line.
形成シたパツキングリル（１）に蓋板（９）を押し当て
アンカーボルト（８）をアンカーボルト貫入孔（１１に
挿入して締付ナヅ） （ＩＩ）でもって締付け、パツキ
ングリル＋１１を圧縮してコンクリート壁面（６）にパ
ツキングリル（１）及び蓋板（９）を圧接状態に取付け
る。Press the lid plate (9) onto the formed packing drill (1), insert the anchor bolt (8) into the anchor bolt penetration hole (11 and tighten with the tightening nut (II), and compress the packing drill +11. Attach the packing drill (1) and cover plate (9) to the concrete wall surface (6) in a press-contact state.
その後、蓋板（９）會こ取付けた排出管（ＩＩを開放し
た状態で止水剤注入管（＋３からウレタン系の発泡剤（
ＴＡＣ５Ｓ［商標名］）を圧入する。圧入にともなって
止水剤封止空間内の水及び空気は排出管（１４から排出
される。水及び空気が充分排出された後排出管（１４の
パルプを閉じる。すると注入された発泡剤は発泡して止
水剤封止空間を満たして膨張し、その膨張力で発泡剤を
コンクリート壁（６）のひび割れ（７）へ深く推し進め
、ひび割れ（７）の深部、枝分かれまで進入する。注入
完了後は止水剤注入管（１１のパルプを閉じる。止水剤
封止空間（ｌ→はパツキングリル（１）と蓋板（９）と
によってコンクリート壁（６）にしっかり固定されてい
るので発泡剤が洩出しないようにしている。After that, with the discharge pipe (II) attached to the cover plate (9) open, the water stop agent injection pipe (+3 to urethane foaming agent (
Press-fit TAC5S (trade name). As the water sealing agent is press-fitted, the water and air in the sealing space are discharged from the discharge pipe (14). After the water and air are sufficiently discharged, the pulp of the discharge pipe (14) is closed. Then, the injected foaming agent The foam fills the water sealing agent sealing space and expands, and its expansion force pushes the foaming agent deeper into the cracks (7) in the concrete wall (6), penetrating deep into the cracks (7) and reaching the branches.Injection is complete. After that, close the pulp of the water sealant injection pipe (11).The water sealant sealing space (l→ is firmly fixed to the concrete wall (6) by the packing drill (1) and the cover plate (9), so it will not foam. Prevents the agent from leaking.
このように発泡剤が表面及びひび割れ（力に深く進入し
て硬化することで、ひび割れ（７）からの漏水、浸水を
防止している。In this way, the foaming agent penetrates deeply into the surface and cracks (forced) and hardens, thereby preventing water leakage and infiltration from the cracks (7).
この工程を全止水剤封止空間（１！９について行うこと
によって、ひび割れ線に沿ってのコンクリート壁（６）
周辺全体の漏水、浸水を防止する。By performing this process for the entire water sealing agent sealed space (1!9), the concrete wall (6) along the crack line is
Prevent water leakage and flooding in the entire surrounding area.
第２実施例（第５．６図参照）
第５．６図に示す第２実施例は特許請求の範囲第２項の
態様の発明の実施例であって、第１実施例におけるパツ
キングリル（２１）を口字形状の一体成型の厚肉のゴム
板とし、長方形状のパツキングリルＣ２１）をひび割れ
（７）を股ぐ様に多数個配列して、アンカーボルト（８
）でもってパツキングリル（２１）及び中央をやや膨ら
ませた蓋板（四を圧接状態にコンクリート壁（６）に固
定していく方法で他は第１実施例と同じである。Second embodiment (see Fig. 5.6) The second embodiment shown in Fig. 5.6 is an embodiment of the invention according to the second aspect of the claim, and is a packing grill (see Fig. 5.6) in the first embodiment. 21) is an integrally molded thick-walled rubber plate with a mouth shape, and a large number of rectangular packing grilles C21) are arranged across the cracks (7), and the anchor bolts (8
), the packing drill (21) and the lid plate (4) with a slightly bulged center are fixed to the concrete wall (6) under pressure, but the rest is the same as the first embodiment.
第３実施例（第７〜９図参照）
第７〜９図に示す第３実施例は特許請求の範囲第４項記
載の発明の実施例である。Third Embodiment (See FIGS. 7 to 9) The third embodiment shown in FIGS. 7 to 9 is an embodiment of the invention described in claim 4.
この実施例では、止水剤封止空間（１！９は、下端にゴ
ムパツキン（檜を取付けたステンレス製−字状硬質グリ
ル（３１）と、ゴムパツキン（２）を介して硬質グリル
（３Ｉ）上端に圧接状に取付けた蓋板−と、コンクリー
ト壁（６）とによって形成させた例である。硬質グリル
（３１）の垂直壁部分で止水剤封止空間（１１は所要の
容積を確保している。硬質グリル（３１）はアンカーボ
ルト（８）によって固定される。蓋板■の取付は方法は
、第８図に示す様にアンカーボルト（８）でもって直接
取付ける方法と、第９図に示す様にグリル０１）に取付
けた別のボルト（３４によって取付ける方法がある。本
実施例ではグリルの高さを高くして大ぎい容積を確保し
たい場合に有効である。他の構成、作用効果は第２実施
例と同じである。In this embodiment, the water sealing agent sealing space (1!9 is a stainless steel - shaped hard grill (31) with a rubber gasket (cypress wood) attached to the lower end, and the upper end of the hard grill (3I) is connected via the rubber gasket (2). This is an example in which a water sealing agent sealing space (11 secures the required volume) is formed by a concrete wall (6) and a cover plate attached in a pressure-welded manner to a hard grille (31). The hard grille (31) is fixed with anchor bolts (8).The lid plate (2) can be attached directly with the anchor bolts (8) as shown in Figure 8, or directly with the anchor bolts (8) as shown in Figure 9. As shown in the figure, there is a method of attachment using another bolt (34) attached to the grille 01).This embodiment is effective when it is desired to increase the height of the grille and secure a large volume.Other configurations and functions The effect is the same as the second embodiment.
（発明の効果）
以上の様に本発明によれば、コンクリート壁のひび割れ
の止水作業がアンカーボルトの植設作業とアンカーボル
トによる固定作業と止水剤の注入作業のみであるので工
期が大巾に短縮できる。(Effects of the Invention) As described above, according to the present invention, the work to stop water from cracks in a concrete wall involves only installing anchor bolts, fixing with anchor bolts, and injecting a water stop agent, so the construction period is long. Can be shortened to width.
又、メインのひび割ればかりでなく、その周辺のひび割
れも深くまで止水剤を進入させることができ、より完全
に止水することができる。更にメインのひび割れ線が曲
がっていても面的に止水剤を注入するので困難もなく止
水できる。In addition, the water stop agent can penetrate deep into not only the main crack but also the surrounding cracks, making it possible to more completely stop water. Furthermore, even if the main crack line is bent, the water can be stopped without difficulty since the water stop agent is injected over the area.
第１図は第１実施例の工程を示す説明図、第２図は各工
程の断面を示す説明図、第３図は同実施例に使用する第
１ゴム部材を示す斜視図、第４図は第２ゴム部材を示す
斜視図、第５図は第２実施例を示す平面図、第６図は第
５図Ａ−Ａ線における断面図、第７図は第３実施例を示
す平面図、第８図は第７図Ｂ−Ｂ線における断面図、第
９図は同実施例の他の硬質グリルと蓋板の構造を示す断
面図である。
（１）、鎚）：パッキングリル （２）：嵌合溝（３
）：第１ゴム部材 （４）：嵌合突起＋５）＋
１２ゴム部材（６１： コンクリート壁（７）：ひび割
れ （８）：アンカーボルト（９）、（ハ
）、（３１＝蓋板
（１（Ｉｔ ：アンカーボルト貫入孔
（Ｉｌｌ：締付ナラ） （＋５：止水剤注
入口（１■：止水剤注入管 （１局＝排出管（
旧：止水剤封止空間Fig. 1 is an explanatory diagram showing the steps of the first embodiment, Fig. 2 is an explanatory diagram showing a cross section of each process, Fig. 3 is a perspective view showing the first rubber member used in the same embodiment, Fig. 4 5 is a perspective view showing the second rubber member, FIG. 5 is a plan view showing the second embodiment, FIG. 6 is a sectional view taken along line A-A in FIG. 5, and FIG. 7 is a plan view showing the third embodiment. , FIG. 8 is a sectional view taken along the line BB in FIG. 7, and FIG. 9 is a sectional view showing the structure of another hard grill and lid plate of the same embodiment. (1), Hammer): Packing drill (2): Fitting groove (3
): First rubber member (4): Fitting protrusion +5)+
12 Rubber member (61: Concrete wall (7): Cracks (8): Anchor bolts (9), (c), (31 = cover plate (1 (It: anchor bolt penetration hole (Ill: tightening hole) (+5 : Water stop agent injection port (1 ■: Water stop agent injection pipe (1 station = discharge pipe (
Old: Water sealant sealed space
Claims (1)
ト構造物のひび割れの止水方法。イ）コンクリート構造
物表面のひび割れ線に沿ってアンカーボルトを多数植設
する第１工程 ロ）肉厚で且つ所要の開口面積をもったパッキングリル
をひび割れ線を股ぐ状態に多数敷き、この肉厚のパッキ
ングリル上面に平板状又は中央が湾曲した蓋板を当て、
同蓋板を前記アンカーボルトでもって締結して肉厚のパ
ッキングリルをひび割れしたコンクリート壁面に圧接さ
せ、ひび割れしたコンクリート壁面とパッキングリルと
蓋板とで所要容積の止水剤封止空間を形成する第２工程 ハ）締結した蓋板に設けた止水剤注入口からウレタン系
発泡剤、エポキシン樹脂等の止水剤を注入し、止水剤を
止水剤封止空間に充填させるとともに止水剤を発泡圧又
は注入圧でもってひび割れ内部に進入させ、止水剤が接
着硬化することによってひび割れを塞ぎそれらからの漏
水、浸水を防止する第３工程 ２）パッキングリルがロ字状の肉厚の一体成形のゴム体
である特許請求の範囲第１項記載のコンクリート構造物
のひび割れの止水方法。 ３）パッキングリルが、所要位置に嵌合溝又は嵌合突起
を有する複数種の肉厚の板ゴム部材からなり、それらの
嵌合溝と嵌合突起とを嵌合させることによってゴム部材
をグリル状に連結一体化して使用する特許請求の範囲第
１項記載のコンクリート構造物のひび割れの止水方法。 ４）下記ａ、ｂ、ｃの第１〜３工程よりなるコンクリー
ト構造物のひび割れの止水方法。ａ）コンクリート構造
物表面のひび割れ線に沿ってアンカーボルトを多数植設
する第１工程 ｂ）下端にパッキンを取付け且つ所要の開口面積をもっ
た金属・プラスチック等素材の硬質グリルをひび割れ線
を股ぐ状態に多数配列し、同硬質グリルを前記アンカー
ボルトでもって締結してひび割れしたコンクリート壁面
に圧接状態に固定し、同硬質グリルの上端に平板状又は
中央が湾曲した蓋板をパッキンを介して固着し、ひび割
れしたコンクリート壁面と硬質グリルと蓋板とで所要容
積の止水剤封止空間を形成する第２工程 ｃ）蓋板に設けた止水剤注入口からウレタン系発泡剤、
エポキシン樹脂等の止水剤を注入し、止水剤を止水剤封
止空間に充填させるとともに止水剤を発泡圧又は注入圧
でもってひび割れ内部に進入させ、止水剤が接着硬化す
ることによってひび割れを塞ぎそれらからの漏水、浸水
を防止する第３工程[Scope of Claims] 1) A method for stopping water from cracks in a concrete structure, comprising steps 1 to 3 of the following a) to c). b) The first step is to plant a large number of anchor bolts along the crack lines on the surface of the concrete structure. b) A large number of thick packing drills with the required opening area are laid across the crack lines. Place a flat plate or a lid plate with a curved center on the top surface of the thick packing rill,
The lid plate is fastened with the anchor bolt, and the thick packing drill is brought into pressure contact with the cracked concrete wall, and a water sealing agent sealing space of the required volume is formed between the cracked concrete wall, the packing drill, and the cover plate. 2nd step c) Inject a water stop agent such as urethane foaming agent or epoxin resin from the water stop agent inlet provided on the fastened lid plate, fill the water stop agent sealing space with the water stop agent, and stop water. The third step is to inject the agent into the cracks using foaming pressure or injection pressure, and the water sealing agent hardens as an adhesive, sealing the cracks and preventing water leakage and infiltration. 2) The packing drill has a square-shaped wall thickness. A method for water stopping cracks in a concrete structure according to claim 1, which is an integrally molded rubber body. 3) The packing drill consists of multiple types of thick plate rubber members having fitting grooves or fitting protrusions at predetermined positions, and grills the rubber members by fitting the fitting grooves and the fitting protrusions. A method for stopping water from cracks in a concrete structure according to claim 1, wherein the method is used by connecting and integrating the structure. 4) A method for stopping water from cracks in a concrete structure, comprising steps 1 to 3 of steps a, b, and c below. a) First step of planting a large number of anchor bolts along the crack lines on the surface of the concrete structure b) A hard grill made of metal, plastic, etc. with a packing attached to the lower end and the required opening area is placed across the crack line. A large number of hard grilles are arranged in a row, and the hard grilles are fastened with the anchor bolts and fixed in pressure contact with the cracked concrete wall surface, and a flat plate or a lid plate with a curved center is attached to the upper end of the hard grilles through a packing. A second step in which a water sealing agent sealing space of the required volume is formed between the solidified and cracked concrete wall surface, the hard grille, and the lid plate c) A urethane foaming agent,
Injecting a water-stopping agent such as epoxy resin, filling the sealing space with the water-stopping agent, and injecting the water-stopping agent into the crack using foaming pressure or injection pressure, so that the water-stopping agent adheres and hardens. The third step is to close the cracks and prevent water leakage and intrusion from them.
Priority Applications (7)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP62249358A JPH0194133A (en) | 1987-10-01 | 1987-10-01 | Cut off method of crack of concrete structure |
| AT88401793T ATE76672T1 (en) | 1987-07-13 | 1988-07-08 | METHOD AND DEVICE FOR BLOCKING CRACKS IN CONCRETE STRUCTURES. |
| DE8888401793T DE3871451D1 (en) | 1987-07-13 | 1988-07-08 | METHOD AND DEVICE FOR LOCKING CRACKS IN CONCRETE CONSTRUCTIONS. |
| EP88401793A EP0299860B1 (en) | 1987-07-13 | 1988-07-08 | Cutoff method and device for cracks in concrete structures |
| KR1019880008658A KR920009134B1 (en) | 1987-07-13 | 1988-07-12 | Method of repairing fissures in concrete structure |
| CA000571741A CA1319524C (en) | 1987-07-13 | 1988-07-12 | Cutoff method and device for cracks in concrete structures |
| US07/658,459 US5063006A (en) | 1987-07-13 | 1991-02-22 | Methods for repairing cracks in concrete structures |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP62249358A JPH0194133A (en) | 1987-10-01 | 1987-10-01 | Cut off method of crack of concrete structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0194133A true JPH0194133A (en) | 1989-04-12 |
| JPH0546427B2 JPH0546427B2 (en) | 1993-07-13 |
Family
ID=17191838
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP62249358A Granted JPH0194133A (en) | 1987-07-13 | 1987-10-01 | Cut off method of crack of concrete structure |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0194133A (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100450000B1 (en) * | 2001-08-28 | 2004-09-24 | 조덕환 | Crack repair apparatus of concrete structure |
| KR100822891B1 (en) * | 2006-12-28 | 2008-04-16 | 최낙영 | Reinforcement - plate for structure flaw mend and method for structure flaw mend thereby |
| KR100845501B1 (en) * | 2002-06-28 | 2008-07-10 | 주식회사 케이티 | Waterproof seal pouring holder |
| JP2014234640A (en) * | 2013-06-03 | 2014-12-15 | 株式会社Ihi | Cut-off tool |
| JP2017040090A (en) * | 2015-08-19 | 2017-02-23 | 株式会社Ｂａｃ | Repairing method of building frame degraded portion and repair state inspection method |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS59114376A (en) * | 1982-12-20 | 1984-07-02 | ナショナル住宅産業株式会社 | Repairing of panel material |
| JPS60138168A (en) * | 1983-12-26 | 1985-07-22 | 小松建設工業株式会社 | Repairing of concrete structure |
| JPS61196071A (en) * | 1985-02-26 | 1986-08-30 | 道路保全株式会社 | Repairing of concrete structure |
-
1987
- 1987-10-01 JP JP62249358A patent/JPH0194133A/en active Granted
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS59114376A (en) * | 1982-12-20 | 1984-07-02 | ナショナル住宅産業株式会社 | Repairing of panel material |
| JPS60138168A (en) * | 1983-12-26 | 1985-07-22 | 小松建設工業株式会社 | Repairing of concrete structure |
| JPS61196071A (en) * | 1985-02-26 | 1986-08-30 | 道路保全株式会社 | Repairing of concrete structure |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100450000B1 (en) * | 2001-08-28 | 2004-09-24 | 조덕환 | Crack repair apparatus of concrete structure |
| KR100845501B1 (en) * | 2002-06-28 | 2008-07-10 | 주식회사 케이티 | Waterproof seal pouring holder |
| KR100822891B1 (en) * | 2006-12-28 | 2008-04-16 | 최낙영 | Reinforcement - plate for structure flaw mend and method for structure flaw mend thereby |
| JP2014234640A (en) * | 2013-06-03 | 2014-12-15 | 株式会社Ihi | Cut-off tool |
| JP2017040090A (en) * | 2015-08-19 | 2017-02-23 | 株式会社Ｂａｃ | Repairing method of building frame degraded portion and repair state inspection method |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0546427B2 (en) | 1993-07-13 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| KR920009134B1 (en) | Method of repairing fissures in concrete structure | |
| JPH0194133A (en) | Cut off method of crack of concrete structure | |
| JPH05272245A (en) | Cut-off agent seal box | |
| JPH0790945A (en) | Attaching method for water sealing hose for concrete joint | |
| KR100310457B1 (en) | Waterproofing method of concrete structure | |
| JP2976292B2 (en) | Construction method of pre-installed waterproof underground wall and separator device applied to the construction method | |
| JP2647445B2 (en) | Repair method for cracks and joints of concrete structures | |
| JPH07279315A (en) | Joint execution method for precast structure | |
| JPH055989B2 (en) | ||
| KR100655879B1 (en) | The curved portion construction method and structure of the corrugated steel plate structure | |
| JP2964127B2 (en) | How to build a basement | |
| JPH02200926A (en) | Construction work method of concrete using cut-off frame | |
| JP2905313B2 (en) | Fixing method of column base on steel column base of building | |
| JP3396851B2 (en) | Jointing method and groove forming form of reverse-casting concrete and jointing part partition plate | |
| KR200286645Y1 (en) | a joint structure of building using anchor and plate | |
| JPH09228403A (en) | Retaining method of waterproofness in underground building | |
| JP2801379B2 (en) | Underground wall spring treatment structure | |
| KR101053070B1 (en) | Distance maintenance h-pile with double layer type coating and soil retaining wall and soil retaining wall constructing method using the same | |
| JP2985049B2 (en) | How to build a basement | |
| JP3300766B2 (en) | Water-stopping method for leaking water around separators in concrete structures and tools for injecting water-stopping material | |
| JP3053221U (en) | Separator device applied to the construction of a waterproof underground wall | |
| JPH0565672B2 (en) | ||
| JPS595068Y2 (en) | Assembly type waterway | |
| JP2824566B2 (en) | Construction method of ground anchor | |
| JPH05140961A (en) | Pressure fitting water cutoff method |