JPH0988352A - Water leak stopping method and device for concrete structure - Google Patents

Water leak stopping method and device for concrete structure

Info

Publication number
JPH0988352A
JPH0988352A JP5504796A JP5504796A JPH0988352A JP H0988352 A JPH0988352 A JP H0988352A JP 5504796 A JP5504796 A JP 5504796A JP 5504796 A JP5504796 A JP 5504796A JP H0988352 A JPH0988352 A JP H0988352A
Authority
JP
Japan
Prior art keywords
water
resin
hollow bolt
nut
container
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
Application number
JP5504796A
Other languages
Japanese (ja)
Other versions
JP3635769B2 (en
Inventor
Tadashi Ishikawa
匡 石川
Kenichiro Noguchi
賢一郎 野口
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.)
NOGUCHI KOSAN KK
Shimizu Construction Co Ltd
Shimizu Corp
Original Assignee
NOGUCHI KOSAN KK
Shimizu Construction Co Ltd
Shimizu 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 NOGUCHI KOSAN KK, Shimizu Construction Co Ltd, Shimizu Corp filed Critical NOGUCHI KOSAN KK
Priority to JP5504796A priority Critical patent/JP3635769B2/en
Publication of JPH0988352A publication Critical patent/JPH0988352A/en
Application granted granted Critical
Publication of JP3635769B2 publication Critical patent/JP3635769B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Working Measures On Existing Buildindgs (AREA)

Abstract

PROBLEM TO BE SOLVED: To stop the water simply and quickly where the water leaks at the surface of a building frame by eliminating any grooving operation. SOLUTION: To stop water leak at a concrete structure 1, the leaking part is cut in U-shape and sealed with an instantly hardening sealing material, and from above dimples 3 in the countersunk form are bored at a certain spacing, into which internally threaded anchors 4 are driven, followed by blocking the dimples 3 with holder member 6, and a nut-equipped hollow bolt 5 is screwed into each anchor 4 so that fixation is established. A vessel 10 equipped with a threaded portion 13 in the center accommodates a necessary amount of water stop resin and water and fixed to the hollow bolt 5, and the water stop resin is passed through the hollow in the bolt 5 with the reaction pressure of the resin and water and allowed to permeate the crazing part of the structure, and thus the water stop is achieved. Foaming of the resin and permeation can be made still more effective by supplying water to a high water-absorptive polymer and putting the threaded part 13 in eccentricity.

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、コンクリート構造
物においてひび割れ等を原因にして発生する漏水の止水
工法に関し、特に躯体の表面から漏水している場合の止
水を斫作業を無くして簡素、かつ迅速に達成できる止水
工法及びそれに用いる止水装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for stopping water leakage that occurs in a concrete structure due to cracks, etc. And a water-stopping method that can be achieved quickly and a water-stopping device used therefor.

【0002】[0002]

【従来の技術】コンクリート構造物からの漏水はほとん
どの場合に発生し、各種の止水工法がこれまで提案され
ている。その一つの止水工法は、漏水側に止水材樹脂充
鎮用のポケットを作る際に、ひび割れやコンクリート打
ち継ぎ部分を幅50mmと深さ50mmに斫って溝堀り
し、ナイロン製のメッシュホースを設置して表面をガム
テープで養生してから急結セメントモルタルで埋め込ん
で樹脂ポケットを形成している。このとき、注入パイプ
とエア抜きパイプをメッシュホースの1.5m間隔で区
画される両端部に取り付けて置き、その後止水材樹脂を
同樹脂ポケットに注入して両パイプを閉塞してから発泡
硬化させることで止水している。
2. Description of the Related Art Leakage from a concrete structure occurs in almost all cases, and various waterproofing methods have been proposed so far. One of the water-stopping methods is to make cracks and concrete splicing parts in a width of 50 mm and a depth of 50 mm when making a pocket for filling the resin of the water-stopping material on the leak side. A mesh hose is installed and the surface is cured with gum tape and then embedded with quick-setting cement mortar to form a resin pocket. At this time, an injection pipe and an air bleeding pipe are attached and placed on both ends of the mesh hose that are separated by 1.5 m intervals, and then a water blocking resin is injected into the same resin pocket to block both pipes and then foamed and hardened. The water is stopped by letting it run.

【0003】この工法では、躯体コンクリートを上述の
ように相当の幅と深さで大きく斫るため躯体を痛めるこ
とになり、また、振動や騒音の発生及び産業廃棄物の発
生を伴っていた。さらに、急結セメントモルタルによる
シールは即硬してしまうため、熟練工でも急結セメント
モルタルを半分近く捨てたり、シールに気泡ができてし
まい樹脂発泡時に樹脂がその気泡から外部に漏れて止水
効果が低減されてしまうことがあった。
In this construction method, since the skeleton concrete is greatly crushed with a considerable width and depth as described above, the skeleton is damaged, and vibration, noise and industrial waste are generated. In addition, since the seal made with quick-setting cement mortar will harden immediately, even a skilled worker can throw away half of the quick-setting cement mortar, or bubbles will form in the seal, and the resin will leak from the bubbles to the outside when the resin foams, resulting in a water-stopping effect. Was sometimes reduced.

【0004】[0004]

【発明が解決しようとする課題】本発明は、止水作業時
の斫り作業を無くし、急結セメントモルタルの使用を無
くすることで、コンクリート躯体の痛めを無くし、作業
の際の振動や騒音の発生及び産業廃棄物の発生を大幅に
低減すると共に、作業内容を簡単にして熟練工でなくと
も迅速、確実に止水できるコンクリート構造物の止水工
法及びそれに用いる止水装置を提供しょうとするもので
ある。
DISCLOSURE OF THE INVENTION The present invention eliminates the scavenging work at the time of water stoppage work and the use of quick-setting cement mortar, thereby eliminating the damage to the concrete skeleton, and vibration and noise during the work. The present invention intends to provide a water-stopping method for a concrete structure and a water-stopping device used for the same, which can significantly reduce the generation of water and industrial waste, and also make the work contents simple and can stop water quickly and surely even if it is not a skilled worker. It is a thing.

【0005】[0005]

【課題を解決するための手段】本発明は、コンクリート
構造物の漏水を止水するために、その漏水部分をUカッ
トして即硬化型シーリング材でシールし、該シールの上
から所定間隔で皿もみ状の窪みを搾孔してから該窪みに
内ネジアンカーを打ち込み、該窪みを押さえ部材で塞ぎ
ナット付き中空ボルトの一端を前記内ネジアンカーにね
じ込んで固定し、次いで、必要量の止水材樹脂と水を入
れた中央にねじ部を備える容器を前記ナット付き中空ボ
ルトの他端に装着しておき、止水材樹脂と水との反応圧
で止水材樹脂をナット付き中空ボルトの孔を通じてコン
クリート構造物のひび割れ部分に浸透させることで、コ
ンクリート構造物の漏水を迅速、確実に止水する工法及
び同止水工法に使用する止水装置である。また、上記容
器のねじ部を中央から偏芯させておき、容器のねじ部を
下にしてセットするもの及び上記水を高吸水性ポリマー
に吸水させてそれぞれの容器に入れることを特徴とする
各工法及び各止水工法に使用する各止水装置である。
According to the present invention, in order to stop the leakage of water from a concrete structure, the leaked portion is U-cut and sealed with an immediate hardening type sealing material, and at a predetermined interval from the top of the seal. After punching a dish-shaped recess, drive the inner screw anchor into the recess, close the recess with a pressing member, screw one end of the hollow bolt with nut into the inner screw anchor, and then fix it to the required amount. A container provided with a water material resin and water and having a threaded portion at the center is attached to the other end of the hollow bolt with nut, and the water blocking material resin is hollowed with the nut by the reaction pressure between the water blocking resin and water. It is a construction method for stopping water leakage of a concrete structure quickly and surely by making it penetrate into a cracked portion of the concrete structure through the hole of the concrete structure, and a water stopping apparatus used for the construction method. In addition, the screw part of the container is eccentric from the center, and the screw part of the container is set downward, and the water is absorbed by the superabsorbent polymer and put in each container. It is each water stopping device used for the construction method and each water stopping method.

【0006】[0006]

【発明の実施の形態】図1は、第1の本発明による止水
作業において止水装置をコンクリート躯体に装着した状
態を示す断面図である。ただし、容器の中には本来なら
入れて在る止水材樹脂と水は表示しないで図示してい
る。コンクリート構造物1の表面に現れたひび割れや打
ち継ぎ等の漏水部分は、清掃をかねてUカット(断面V
型のカットをも含む)してから即硬化型シーリング材で
シール2を施す。図示の窪み3は、前記シール2の上か
ら皿もみ状に搾孔して形成したものであり、その後孔内
には市販の内ネジアンカー4を打ち込んで置く。次い
で、窪み3をシリコーンゴム製の押さえ部材6で塞ぎ、
押さえ部材6の中央に在る貫通孔7にナット付き中空ボ
ルト5の一端を挿通して内ネジアンカー4にねじ込み、
発泡時に樹脂が漏れないように強固に固定する。この際
に、座板8を噛ませると押さえ部材6の反りが生じない
ので窪み3はより確実に塞がれることになる。押さえ部
材6はシリコーンゴムで作成しているが、これはあくま
でも発泡した止水材樹脂が付着し難いために採用してい
るもので同様の性能を持つものであれば何等限定される
ものでない。また、押さえ部材6には窪み3に若干の間
隙を持って入り込む膨出部9を設けてあり、これによっ
て発泡樹脂を躯体表面より引っ込めて硬化させ、工事完
了後の仕上げ作業がし易いようにしている。容器10は
胴体部11と蓋12から成っている。胴体部11は発泡
樹脂を取り出し易いように寸胴に形成しており、蓋12
は中央に前記ナット付き中空ボルト5と螺合するねじ部
13を備えている。押さえ部材6の固定作業後に、躯体
の厚さに適応した必要量の止水材樹脂と水を入れた容器
10を前記ナット付き中空ボルト5の他端にねじ込んで
固定して置くが、水は単独もしくは高吸水性ポリマーと
共に用いるようにする。この状態から、容器10の中で
は止水材樹脂が水と反応して発泡を始めるので、その発
泡圧によって止水材樹脂がナット付き中空ボルト5の孔
14を通って内ネジアンカー4及び内ネジアンカー4の
スリット及び内ネジアンカー4の外周面と躯体との間隙
を通って窪み3の中に押し出されて充満し、次いで、シ
ールされた表面のひび割れに連なる躯体内部の亀裂や窪
み3に開溝して表面に現れていないひび割れに暫時浸透
して行き、樹脂の硬化により躯体全体を完全に止水する
ものである。なお、Oリング15,15’は、発泡した
止水材樹脂がねじ部に侵出して硬化し、螺合した両部材
を強固に固着してしまうことを防止するために介装され
る。止水の完了後は、先ず容器10をナット付き中空ボ
ルト5から取り外し、次いでナット付き中空ボルト5を
取り外して座板8、押さえ部材6を撤去し、ポリマーセ
メントモルタル16等で撤去部分を平滑に仕上げて工事
を完了する。なお、中空ボルト5を本実施の形態では中
間部にナットを固定したもので説明したが、中空ボルト
5は内ネジアンカー4に螺合させて押さえ部材6をナッ
トによって締め付け固定し、容器10を装着すればよい
ものであるから、ナットは別体で取外し可能なものであ
っても何等支障がないものである。
1 is a cross-sectional view showing a state in which a water stop device is mounted on a concrete skeleton in a water stop operation according to the first aspect of the present invention. However, the waterstop material resin and water originally contained in the container are not shown. The water leaks such as cracks and splices appearing on the surface of the concrete structure 1 are U-cut (cross-section V) for cleaning.
After including the cutting of the mold), the seal 2 is applied with the immediate hardening type sealing material. The illustrated depression 3 is formed by punching a hole in the shape of a dish from above the seal 2, and then a commercially available inner screw anchor 4 is driven and placed in the hole. Next, the depression 3 is closed with a pressing member 6 made of silicone rubber,
Insert one end of the hollow bolt 5 with nut into the through hole 7 in the center of the pressing member 6 and screw it into the inner screw anchor 4.
Firmly fix the resin so that it will not leak during foaming. At this time, if the seat plate 8 is bitten, the pressing member 6 does not warp, so that the depression 3 is more reliably closed. The holding member 6 is made of silicone rubber. However, the holding member 6 is used because foamed water-stopping material resin is hardly adhered to the holding member 6 and is not limited at all as long as it has the same performance. In addition, the pressing member 6 is provided with a bulging portion 9 which is inserted into the recess 3 with a slight gap so that the foamed resin is retracted from the surface of the body to be hardened to facilitate the finishing work after the construction is completed. ing. The container 10 includes a body portion 11 and a lid 12. The body portion 11 is formed into a hollow body so that the foamed resin can be easily taken out, and the lid 12
Has a threaded portion 13 at the center, which is screwed into the hollow bolt with nut 5. After the operation of fixing the pressing member 6, the container 10 containing the required amount of the waterproofing material resin and water adapted to the thickness of the skeleton is screwed into the other end of the hollow bolt 5 with nuts and fixed. Used alone or with superabsorbent polymer. From this state, in the container 10, the water blocking resin reacts with water to start foaming, so that the foaming pressure causes the water blocking resin to pass through the hole 14 of the hollow bolt 5 with a nut and the inner screw anchor 4 and the inside. It is extruded into the recess 3 through the slit of the screw anchor 4 and the gap between the outer peripheral surface of the inner screw anchor 4 and the skeleton to fill up, and then the cracks and dents 3 inside the skeleton that are connected to the cracks on the sealed surface. It is a groove that penetrates into cracks that do not appear on the surface for a while, and cures the resin to completely stop the entire body. The O-rings 15 and 15 'are interposed in order to prevent the foamed water-stopping material resin from leaching into the screw portion and hardening, thereby firmly fixing the screwed members together. After the water stop is completed, first, the container 10 is removed from the nut-attached hollow bolt 5, then the nut-attached hollow bolt 5 is removed, the seat plate 8 and the pressing member 6 are removed, and the removed portion is smoothed with polymer cement mortar 16 or the like. Finish and complete the construction. In the present embodiment, the hollow bolt 5 has been described by fixing the nut to the intermediate portion. However, the hollow bolt 5 is screwed into the inner screw anchor 4 and the pressing member 6 is tightened and fixed by the nut, and the container 10 is fixed. Since the nut can be attached, the nut can be detached as a separate body without any problem.

【0007】図2は、第2の本発明によるねじ部が中央
から偏芯した容器を用いる止水装置をコンクリート躯体
に装着した状態を示す断面図であり、この発明によるも
のは、蓋の形状が異なる以外は第1の発明のものと同一
である。すなわち、容器17は胴体部11と蓋18から
成っており、蓋18は中央から偏芯させて前記ナット付
き中空ボルト5と螺合するねじ部13を備えている。図
のように、ねじ部13を下にして容器17をナット付き
中空ボルト5にセットすると、容器17の中では止水材
樹脂が水と反応して発泡を始め、その発泡圧によって止
水材樹脂がナット付き中空ボルト5の孔14を通って内
ネジアンカー4及び内ネジアンカー4のスリット及び内
ネジアンカー4の外周面と躯体との間隙を通って窪み3
の中に押し出されて充満する等の現象は第1の発明と同
様であるが、ねじ部13が下にあることで、止水材樹脂
は容器の中に残置することなく第1の発明のものよりさ
らに円滑に窪み3に入り込めるものである。また、止水
材樹脂を入れた容器17を中空ボルト5にセットした際
に水のみが躯体側に流れてしまい、発泡に必要な水が不
足になることがないように、高吸水性ポリマーを容器の
中に適当量入れて置き、これに水を給水させて発泡が完
了するのに充分な水を確実に保持しておくようにするも
のである。
FIG. 2 is a cross-sectional view showing a state in which a water stop device using a container in which a screw portion according to the second aspect of the present invention is eccentric from the center is attached to a concrete skeleton. It is the same as that of the first invention except that is different. That is, the container 17 is composed of a body portion 11 and a lid 18, and the lid 18 is provided with a screw portion 13 which is eccentric from the center and is screwed into the hollow bolt with nut 5. As shown in the figure, when the container 17 is set in the hollow bolt 5 with nut with the screw portion 13 facing downward, the water-stopping material resin in the container 17 reacts with water to start foaming, and the water-stopping material is caused by the foaming pressure. The resin passes through the hole 14 of the hollow bolt 5 with a nut and passes through the inner screw anchor 4 and the slit of the inner screw anchor 4 and the gap between the outer peripheral surface of the inner screw anchor 4 and the skeleton to form the recess 3
The phenomenon of being extruded into the inside of the container and being filled is the same as that of the first invention, but since the screw portion 13 is at the bottom, the waterproofing material resin does not remain in the container, and It can enter the recess 3 more smoothly than an object. In addition, when the container 17 containing the water blocking resin is set in the hollow bolt 5, only water flows to the body side, so that the water required for foaming does not become insufficient, so that the high water absorbing polymer is used. An appropriate amount is placed in a container, and water is supplied to this to ensure that sufficient water is retained to complete the foaming.

【0008】[0008]

【実施例】次ぎに、本発明の具体的な実施例について作
業手順に沿って説明する。 (1)コンクリート構造物1の漏水が生じているひび割
れ等の表面をコードレスのサーフライナーで幅3mm、
深さ3mmにVカットしてから、「エポソフト」(商品
名:横浜ゴム(株)製の室温硬化一液型変性エポキシ系
接着シーリング材)をガスで圧入してシール2をする。
(図3) (2)シール硬化後に漏水部分を1m当たり3カ所の間
隔で刃径6.5mmの電動ドリルで深さ50mmに搾孔
してから、さらにひび割れの方向性を考慮して搾孔の上
から皿もみ状に径10mmのドリル刃で深さ10mm程
度に搾孔して窪み3を形成する。(図4) (3)搾孔内のコンクリート切り屑を除去清掃してか
ら、搾孔内に径6mm、長さ40mmの普通に市販され
ている内ネジアンカー4を打ち込み固定しておき、押さ
え部材6と座板8で窪み3を塞いでナット付き中空ボル
ト5で締め付けて発泡樹脂が漏れないようにする。(図
5) (4)同ボルト5から水を注入して水湿しをする。 (5)第1の発明による実施例では、容器10の胴体部
11に、「NLペースト」(商品名:武田薬品工業
(株)製の水架橋型ポリウレタンプレポリマー)70c
cと水5ccを入れてOリング15を挟んで蓋12を
し、同ボルト5に蓋12のねじ部13をOリング15’
を挟みながら螺合させて容器10を固定する。この際、
容器10の中に「アクアキープ」(商品名:住友精化
(株)製の高吸水性ポリマー)を水と共に入れて置く
と、容器10を捩込み回転させても水は下方に止まる事
なく全体的に分散保持されることになり、「NLペース
ト」の発泡を効率良く行うことが出来る。(図6) 第2の発明による実施例については、第1の発明による
ものとほとんど同一なので特に図示しないが、図2にお
いて示したように蓋18のねじ部13が下にセットされ
るので、「NLペースト」の発泡と窪み3への入り込み
が容易になり、さらに、「アクアキープ」を使用した場
合にはその働きで水だけが躯体側に流れ込むことなく容
器全体に分散保持されて「NLペースト」の発泡を高率
化出来る。 (6)「NLペースト」の発泡完了後に容器10と同ボ
ルト5、座板8及び押さえ部材6を撤去する。 (7)同ボルト5を撤去した部分をポリマーセメントモ
ルタル16等で表面まで平滑に塗って仕上げる。(図
7) (8)容器10、17の再利用のために、その中に残っ
た発泡樹脂は蓋12、18を取って胴体部11から剥離
させて取り出し処分する。 なお、上記実施例では、シール材として、「エポソフ
ト」(商品名:横浜ゴム(株)製の室温硬化一液型変性
エポキシ系接着シーリング材)を採用し、止水材樹脂と
して、「NLペースト」(商品名:武田薬品工業(株)
製の水架橋型ポリウレタンプレポリマー)を、そして高
吸水性ポリマーとして「アクアキープ」(商品名:住友
精化(株)製の高吸水性ポリマー)を採用したが、本発
明は、これらのシール材、止水材樹脂及び高吸水性ポリ
マーに何ら限定されるものでなく、他の速乾性ウレタン
系シーリング材や水と反応する止水材樹脂及び高吸水性
ポリマー等であれば採用可能なものである。
EXAMPLES Next, specific examples of the present invention will be described along with work procedures. (1) The surface of the concrete structure 1 such as a crack in which water is leaking is 3 mm wide with a cordless surf liner,
After V-cutting to a depth of 3 mm, "Eposoft" (trade name: room temperature curing one-pack type modified epoxy adhesive sealing material manufactured by Yokohama Rubber Co., Ltd.) is press-fitted with gas to form a seal 2.
(Fig. 3) (2) After the seal has hardened, the water leakage part is pierced to a depth of 50 mm with an electric drill with a blade diameter of 6.5 mm at intervals of 3 places per 1 m, and then piercing in consideration of the directionality of cracks. From above, a hole is drilled in a plate-like shape with a drill blade having a diameter of 10 mm to a depth of about 10 mm to form the depression 3. (Fig. 4) (3) After removing and cleaning concrete chips in the hole, an ordinary commercially available inner screw anchor 4 with a diameter of 6 mm and a length of 40 mm is driven into the hole and fixed in place. The recess 3 is closed by the member 6 and the seat plate 8 and the hollow bolt 5 with a nut is tightened to prevent the foamed resin from leaking. (Fig. 5) (4) Inject water from the bolt 5 to dampen the water. (5) In the embodiment of the first invention, "NL paste" (trade name: water-crosslinkable polyurethane prepolymer manufactured by Takeda Pharmaceutical Co., Ltd.) 70c is provided on the body portion 11 of the container 10.
c and water 5 cc, put the O-ring 15 between them, and put the lid 12 on the bolt 5.
The container 10 is fixed by screwing while sandwiching. On this occasion,
When "Aqua Keep" (trade name: super absorbent polymer manufactured by Sumitomo Seika Chemicals Co., Ltd.) is put in the container 10 together with water, the water does not stop downward even when the container 10 is screwed and rotated. Since it is dispersed and held as a whole, the "NL paste" can be efficiently foamed. (FIG. 6) The embodiment according to the second invention is almost the same as that according to the first invention and is not particularly shown, but since the screw portion 13 of the lid 18 is set downward as shown in FIG. The "NL paste" can be easily foamed and can easily get into the depressions 3, and when "Aquakeep" is used, only the water can be dispersed and held in the entire container without flowing into the body side by the action, and the "NL paste" is retained. The foaming rate of the "paste" can be increased. (6) After completing the foaming of the “NL paste”, the container 10, the bolt 5, the seat plate 8 and the pressing member 6 are removed. (7) The portion from which the bolt 5 has been removed is coated evenly on the surface with polymer cement mortar 16 or the like to finish. (FIG. 7) (8) For reuse of the containers 10 and 17, the foamed resin remaining therein is removed from the body 11 by removing the covers 12 and 18. In the above example, "Eposoft" (trade name: room temperature curing one-pack type modified epoxy-based adhesive sealing material manufactured by Yokohama Rubber Co., Ltd.) was used as a sealing material, and "NL paste" was used as a water-stopping material resin. (Trade name: Takeda Pharmaceutical Co., Ltd.)
The water-crosslinkable polyurethane prepolymer manufactured by Sumitomo Chemical Co., Ltd. and "Aquakeep" (trade name: superabsorbent polymer manufactured by Sumitomo Seika Chemical Industries, Ltd.) were used as the superabsorbent polymer. Not limited to materials, water-stopping resins and superabsorbent polymers, other quick-drying urethane sealing materials, water-stopping resins that react with water, superabsorbent polymers, etc. can be used Is.

【0009】[0009]

【発明の効果】本発明は、基本的にコンクリート構造物
の漏水を止水するために、その漏水部分をUカットして
即硬化型シーリング材でシールし、該シールの上から所
定間隔で皿もみ状の窪みを搾孔してから該窪みに内ネジ
アンカーを打ち込み、該窪みを押さえ部材で塞ぎナット
付き中空ボルトの一端を前記内ネジアンカーにねじ込ん
で固定し、次いで、必要量の止水材樹脂と水を入れた中
央にねじ部を備えた容器を前記ナット付き中空ボルトの
他端に装着しておき、止水材樹脂と水との反応圧で止水
材樹脂をナット付き中空ボルトの孔を通じてコンクリー
ト構造物のひび割れ部分に浸透させることで、コンクリ
ート構造物の漏水を迅速、確実に止水するものであるか
ら、躯体コンクリートを斫ることがないので躯体コンク
リートを痛めることがなく、騒音の発生も防止でき、か
つ斫り屑による産業廃棄物の発生を削減できる。また、
作業が簡単なので熟練工を必要とせず、普通に市販され
ている内ネジアンカーボルト以外は止水装置の再利用が
可能であることから極めて廉価に施工出来る効果を奏す
るものである。そして、上記容器のねじ部を中央から偏
芯させておいて容器のねじ部を下にしてセットしたり、
水を高吸水性ポリマーに吸水させてそれぞれの容器に入
れたりすることにより、止水材樹脂の発泡と窪みへの浸
透を更に高率化できる効果も合わせ奏するものである。
EFFECTS OF THE INVENTION In order to stop water leakage of a concrete structure, the present invention basically cuts the water leakage portion and seals it with a quick-curing sealing material, and then a plate at a predetermined interval from the top of the seal. After drilling a fissure-shaped recess, drive an internal screw anchor into the recess, close the recess with a pressing member, and screw one end of a hollow bolt with a nut into the internal screw anchor to fix it, and then stop the required amount of water. A container equipped with a threaded portion at the center containing a material resin and water is attached to the other end of the hollow bolt with nut, and the water-resistant material resin is reacted with the water by the reaction pressure of the water-resistant material resin and the hollow bolt with nut. By permeating into the cracked part of the concrete structure through the holes of the concrete structure, the water leakage of the concrete structure can be stopped quickly and surely.Therefore, the concrete structure will not be damaged and the structure concrete will be damaged. No, generation of noise can be prevented, and can reduce the occurrence of industrial waste according 斫Ri debris. Also,
Since the work is simple, no skilled worker is required, and since the water stop device can be reused except for the commonly used inner screw anchor bolts, the construction work can be performed at an extremely low cost. Then, with the screw part of the container eccentric from the center and set with the screw part of the container facing down,
By allowing water to be absorbed into the water-absorbent polymer and put into each container, the effect of further increasing the rate of foaming of the water-stopping material resin and permeation into the recess can be achieved.

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

【図1】中央にねじ部を備える容器を用いる止水装置を
セットした状態を示す断面図
FIG. 1 is a cross-sectional view showing a state in which a water blocking device using a container having a screw portion in the center is set.

【図2】中央から偏芯したねじ部を備える容器を用いる
止水装置をセットした状態を示す断面図
FIG. 2 is a cross-sectional view showing a state in which a water blocking device using a container having a screw portion eccentric from the center is set.

【図3】本発明による止水工法の作業工程を示すシール
状態図
[Fig. 3] Fig. 3 is a seal state diagram showing a work process of a water stop method according to the present invention.

【図4】窪み搾孔図[Figure 4] Hollow hole drawing

【図5】内ネジアンカー、ナット付き中空ボルト及び押
さえ部材の装着図
[Fig. 5] Mounting diagram of inner screw anchor, hollow bolt with nut, and pressing member

【図6】ナット付き中空ボルトへの容器の装着図FIG. 6 is a view of mounting a container on a hollow bolt with a nut.

【図7】止水後の仕上げ図[Figure 7] Finishing diagram after water stoppage

【符号の説明】[Explanation of symbols]

1 コンクリート構造物 2 シール 3 窪み 4 内ネジアンカー 5 ナット付き中空ボルト 6 押さえ部材 10 止水材樹脂と水を入れた容器 11 容器10の胴体部 12 容器10の蓋 13 ねじ部 14 中空ボルト5の孔 15,15’ Oリング 16 ポリマーセメントモルタル 17 止水材樹脂と水を入れた容器 18 容器17の蓋 DESCRIPTION OF SYMBOLS 1 Concrete structure 2 Seal 3 Recess 4 Inner screw anchor 5 Hollow bolt with nut 6 Holding member 10 Water blocking material Container containing resin and water 11 Body of container 10 Lid of container 10 13 Screw part 14 Hollow bolt 5 Hole 15,15 'O-ring 16 Polymer cement mortar 17 Water blocking material Container containing resin and water 18 Lid of container 17

Claims (6)

【特許請求の範囲】[Claims] 【請求項1】 コンクリート構造物の漏水部分をUカッ
トして即硬化型シーリング材でシールし、該シールの上
から所定間隔で皿もみ状の窪みを搾孔してから該窪みに
内ネジアンカーを打ち込み、該窪みを押さえ部材で塞ぎ
ナット付き中空ボルトの一端を前記内ネジアンカーにね
じ込んで固定し、次いで必要量の止水材樹脂と水を入れ
た中央にねじ部を備える容器を前記ナット付き中空ボル
トの他端に装着しておき、止水材樹脂と水との反応圧で
止水材樹脂をナット付き中空ボルトの孔を通じてコンク
リート構造物のひび割れ部分に浸透させるコンクリート
構造物の漏水止水工法。
1. A water leaking portion of a concrete structure is U-cut and sealed with a quick-curing sealing material, and plate-like depressions are punched at predetermined intervals from the top of the seal, and then internal screw anchors are inserted in the depressions. The inner wall of the hollow bolt with a nut by screwing in the hollow with a pressing member to fix it, and then fixing the container with a threaded portion in the center containing the required amount of water blocking resin and water. It is attached to the other end of the hollow bolt with a water stopper, and the water blocking resin penetrates into the cracked part of the concrete structure through the hole of the hollow bolt with a nut by the reaction pressure between the resin and water. Water method.
【請求項2】 コンクリート構造物の漏水部分をUカッ
トして即硬化型シーリング材でシールし、該シールの上
から所定間隔で皿もみ状の窪みを搾孔してから該窪みに
内ネジアンカーを打ち込み、該窪みを押さえ部材で塞ぎ
ナット付き中空ボルトの一端を前記内ネジアンカーにね
じ込んで固定し、次いで必要量の止水材樹脂と水を入れ
たねじ部が中央から偏芯している容器を前記ナット付き
中空ボルトの他端にねじ部を下にして装着しておき、止
水材樹脂と水との反応圧で止水材樹脂をナット付き中空
ボルトの孔を通じてコンクリート構造物のひび割れ部分
に浸透させるコンクリート構造物の漏水止水工法。
2. A water leaking portion of a concrete structure is U-cut and sealed with a quick-curing sealing material, and dish-shaped recesses are punched at predetermined intervals from the top of the seal, and then internal screw anchors are inserted in the recesses. The inner wall of the hollow bolt with nuts is fixed by screwing one end of the hollow bolt with a pressing member, and then a screw portion containing a required amount of the waterproof resin and water is eccentric from the center. The container is attached to the other end of the nut-equipped hollow bolt with the threaded portion downward, and the water-resisting material resin is cracked through the hole of the nut-equipped hollow bolt by the reaction pressure between the water-resisting material resin and water. Leakage and water stop method for concrete structures that penetrates into parts.
【請求項3】 該水を高吸水性ポリマーに吸水させて容
器に入れることを特徴とする請求項1又は2に記載のコ
ンクリート構造物の漏水止水工法。
3. The method for waterproofing and stopping water leakage of a concrete structure according to claim 1 or 2, wherein the superabsorbent polymer absorbs the water and the water is put into a container.
【請求項4】 コンクリート構造物に搾孔した窪みに打
ち込む内ネジアンカー、該窪みを塞ぐ押さえ部材、該押
さえ部材を内ネジアンカーにねじ込んで固定するナット
付き中空ボルト及び止水材樹脂と水を入れて該ナット付
き中空ボルトに装着する中央にねじ部を備える容器で構
成する請求項1に記載の止水工法に用いる止水装置。
4. An inner screw anchor driven into a hollow formed in a concrete structure, a holding member for closing the hollow, a hollow bolt with a nut for screwing the holding member into the inner screw anchor to fix the water blocking resin and water. The water stop device used for the water stop method according to claim 1, wherein the water stop device is configured by a container having a threaded portion at a center thereof, which is inserted and attached to the nut-attached hollow bolt.
【請求項5】 コンクリート構造物に搾孔した窪みに打
ち込む内ネジアンカー、該窪みを塞ぐ押さえ部材、該押
さえ部材を内ネジアンカーにねじ込んで固定するナット
付き中空ボルト及び止水材樹脂と水を入れて該ナット付
き中空ボルトに装着するねじ部が中央から偏芯している
容器で構成する請求項2に記載の止水工法に用いる止水
装置。
5. An internal screw anchor for driving into a hollowed hole in a concrete structure, a pressing member for closing the hollow, a hollow bolt with a nut for screwing and fixing the pressing member into the internal screw anchor, and a waterproof resin and water. The water shut-off device used in the water shut-off method according to claim 2, wherein the screw part to be inserted and attached to the hollow bolt with nut is constituted by a container having an eccentricity from the center.
【請求項6】 該水を高吸水性ポリマーに吸水させて容
器に入れることを特徴とする請求項4又は5に記載の止
水工法に用いる止水装置。
6. A water stopping device used in a water stopping method according to claim 4, wherein the water is absorbed by a super absorbent polymer and put into a container.
JP5504796A 1995-07-14 1996-03-12 Water leakage prevention method for concrete structures Expired - Fee Related JP3635769B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5504796A JP3635769B2 (en) 1995-07-14 1996-03-12 Water leakage prevention method for concrete structures

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
JP17835995 1995-07-14
JP7-178359 1995-07-14
JP5504796A JP3635769B2 (en) 1995-07-14 1996-03-12 Water leakage prevention method for concrete structures

Publications (2)

Publication Number Publication Date
JPH0988352A true JPH0988352A (en) 1997-03-31
JP3635769B2 JP3635769B2 (en) 2005-04-06

Family

ID=26395892

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5504796A Expired - Fee Related JP3635769B2 (en) 1995-07-14 1996-03-12 Water leakage prevention method for concrete structures

Country Status (1)

Country Link
JP (1) JP3635769B2 (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006322267A (en) * 2005-05-20 2006-11-30 Asuton:Kk Repair method for concrete
JP2008095349A (en) * 2006-10-11 2008-04-24 Asahi Kasei Homes Kk Leading-end implement, and injection method for concrete repairing material
CN105527661A (en) * 2015-12-14 2016-04-27 王可峰 Detection and leakage blocking methods of concrete building water leakage
CN111779145A (en) * 2020-07-22 2020-10-16 中建八局第四建设有限公司 Construction method for plugging split bolt holes

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006322267A (en) * 2005-05-20 2006-11-30 Asuton:Kk Repair method for concrete
JP4515328B2 (en) * 2005-05-20 2010-07-28 株式会社アストン Concrete repair method
JP2008095349A (en) * 2006-10-11 2008-04-24 Asahi Kasei Homes Kk Leading-end implement, and injection method for concrete repairing material
CN105527661A (en) * 2015-12-14 2016-04-27 王可峰 Detection and leakage blocking methods of concrete building water leakage
CN111779145A (en) * 2020-07-22 2020-10-16 中建八局第四建设有限公司 Construction method for plugging split bolt holes

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