JPH08209944A - Method and device for forming cutoff for concrete structure - Google Patents

Method and device for forming cutoff for concrete structure

Info

Publication number
JPH08209944A
JPH08209944A JP5264096A JP26409693A JPH08209944A JP H08209944 A JPH08209944 A JP H08209944A JP 5264096 A JP5264096 A JP 5264096A JP 26409693 A JP26409693 A JP 26409693A JP H08209944 A JPH08209944 A JP H08209944A
Authority
JP
Japan
Prior art keywords
concrete structure
hole
long groove
air vent
pipe
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
JP5264096A
Other languages
Japanese (ja)
Inventor
Fumei Azuma
Ko Jinnai
香 陣内
Takashi Kakizaki
隆志 柿崎
Matsuhisa Matsubayashi
松寿 松林
Shoji Saito
章二 齋藤
Hiroshi Miura
寛 三浦
Tadashi Ishikawa
匡 石川
Tadashi Ono
正 小野
Yukimasa Kikuchi
幸昌 菊池
Tamio Maki
民男 牧
Seiji Machii
政治 町井
Naoyuki Nakayama
直之 中山
Shuichi Moriyama
秀一 森山
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.)
JINNAI KOGYO KK
Shimizu Construction Co Ltd
Shimizu Corp
Original Assignee
JINNAI KOGYO 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 JINNAI KOGYO KK, Shimizu Construction Co Ltd, Shimizu Corp filed Critical JINNAI KOGYO KK
Priority to JP5264096A priority Critical patent/JPH08209944A/en
Publication of JPH08209944A publication Critical patent/JPH08209944A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE: To shorten the time for construction of a cut-off by loading a silicone rubber body and pad metallic fittings, in which bulging preventive plates are provided downward to both side sections, along a long ditch excavated along the place of leakage and inserting a cut-off agent injection pipe and an air vent pipe. CONSTITUTION: A silicone rubber body 4 and pad metallic fittings 5 are superposed and placed along a U-shaped long ditch 3 digged at the cracked and leaked place 2 of the surface 1a of a concrete structure 1. A plurality of bulging preventive plates 7 are provided downward to the pad metallic fittings 5, and a plurality of triangular angles 6 are arranged onto the top face of the pad metallic fittings 5 and fixed by anchor bolts 9. A cut-off agent injection pipe 8a and an air vent pipe 8b are inserted into holes bored to the stack of the silicone rubber body 4 and the pad metallic fittings 5, and a cut-off agent P is injected into a pocket section in the injection pipe 8a and a cut-off body is formed at blowing pressure. Accordingly, a function is improved by lightening, thus allowing the mass production of products.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、コンクリート構造物表
面のひび割れ漏水個所の止水形成方法、特に簡易な止水
工法に用いられる止水形成方法及び装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for forming a water stop at a cracked and leaking point on the surface of a concrete structure, and more particularly to a water stop forming method and apparatus used in a simple water stop construction method.

【0002】[0002]

【従来の技術と発明が解決しようとする課題】本願出願
人は、すでに平成4年特許願第253413号にかかる
特許出願において、コンクリート構造物表面のひび割れ
漏水個所の止水処理に好適なコンクリート構造物の止水
工法及び止水用具を提案している。前記の止水工法はピ
ンパット止水工法(商品名)と呼ばれ、その内容は、コ
ンクリート構造物表面の漏水個所に沿って長溝を削成す
る第1工程と、そのコンクリート構造物表面の長溝に沿
って、一端部に親水性−液型ポリウレタンプレポリマー
注入孔と他端部に空気抜き孔を有する化学安定性の羊か
ん状合成ゴム製当板ユニットの表面を押し当て、そして
前記当板ユニット端部を剛性押圧板からなる当板ユニッ
ト定着体で上部から安定的に押圧する第2工程と、前記
当板ユニットの親水性−液型ポリウレタンプレポリマー
注入孔から同ポリマーを前記コンクリート構造物面の長
溝内に注入すると同時に、当板ユニットの前記空気抜き
孔から前記長溝内の空気を排出する第3工程と、その後
両孔を密閉して放置する第4工程とよりなることを特徴
とするコンクリート構造物の止水工法であって、前記の
止水工法の実施に使用される止水用具として羊かん状合
成ゴム製当板ユニットを使用することを特徴とするもの
である。しかしながら、前記の止水工法の実用化に当た
っては、使用される止水用具に関し、例示された当板ユ
ニットが羊かん状合成ゴム製で、その背部に断面逆T字
型の長尺剛体補強板を装着してなるものであり、また当
板ユニット定着体がその平板側部にアンカーボルト挿着
用のL字状の溝を備えてなるものであって、重量を加味
した機能性、量産性、生産コスト等の諸点からみて、前
記止水工法の止水用具の改善が必要とされていた。
2. Description of the Related Art The applicant of the present application has already proposed that a concrete structure suitable for water-stop treatment of cracked and leaked points on the surface of a concrete structure in the patent application for 1992 Japanese Patent Application No. 253413. We propose a water-stopping method for products and a water-stopping tool. The above-mentioned water stop method is called the pin pad water stop method (trade name), and its contents are the first step of forming a long groove along the leak point on the concrete structure surface and the long groove on the concrete structure surface. Along the surface of a pressing unit made of a chemically stable sheepskin-like synthetic rubber having a hydrophilic-liquid polyurethane prepolymer injection hole at one end and an air vent hole at the other end, and pressing the end of the pressing unit. Second step of stably pressing the fixing unit from the upper part with a fixing unit made of a rigid pressing plate, and the polymer from the hydrophilic-liquid type polyurethane prepolymer injection hole of the pressing unit in the long groove of the concrete structure surface. It is characterized by comprising a third step of discharging the air in the long groove from the air vent hole of the plate unit at the same time as injecting it into the inside of the plate unit, and a fourth step of thereafter sealing both holes and leaving them to stand. A water stopping construction method of the concrete structure to, and is characterized in the use of jelly-like synthetic rubber contact plate unit as water stop devices used in the practice of the waterproof construction method. However, in putting the above-mentioned water stop method into practical use, regarding the water stop tool to be used, the illustrated plate unit is made of sheep cane-like synthetic rubber, and a long rigid plate with an inverted T-shaped cross section is provided on its back. The fixing unit of the plate unit is equipped with an L-shaped groove for inserting an anchor bolt on the side of the flat plate, and the functionality, mass productivity, and production taking weight into consideration. From the viewpoint of cost and the like, there has been a need for improvement of the waterproofing tool of the waterproofing method.

【0003】[0003]

【課題を解決するための手段】本発明は前記課題の解決
を目的とするものであって、前記のピンパット止水工法
を有効に実施可能とした、改善された止水形成方法及び
装置を提供しようとするものである。すなわち、本発明
は、コンクリート構造物面の漏水箇所に沿って長溝を削
成する第1工程と、そのコンクリート構造物面の長溝に
沿って、一端部に親水性一液型ポリウレタンプレポリマ
ー注入孔と他端部に空気抜き孔を有する化学安定性の羊
かん状合成ゴム製当物の表面を押し当て、次いで前記当
物の裏面を同当物と略同平面形で前記注入孔用パイプ挿
入孔及び空気抜孔用パイプ挿入孔を有し、両側部に膨ら
み阻止板を垂設してなる当金物を積載し、その上から固
定金物を押圧する第2工程と、前記合成ゴム製当物の注
入孔から親水性一液型ポリウレタンプレポリマーを前記
コンクリート構造物の長溝内に注入すると同時に、同ゴ
ム製当物の空気抜孔から前記長溝内の空気を排出する第
3工程と、その後両孔を密閉して放置する第4工程とよ
りなるコンクリート構造物の止水形成方法である。ま
た、本発明は、コンクリート構造物の漏水箇所に沿って
削成された長溝に沿って押し当てられる一端部に親水性
一液型ポリウレタンプレポリマー注入孔と他端部に空気
抜き孔を有する化学安定性の羊かん状合成ゴム製当物
と、同羊かん状合成ゴム製当物の上に積載される同当物
と略同平面形で前記注入孔用パイプ挿入孔及び空気抜孔
用パイプ挿入孔を有し、両側部に膨らみ阻止板を垂設し
てなる当金物と、前記各構成要素をコンクリート構造物
面に定着するための固定用具とからなるコンクリート構
造物の止水形成装置である。なお、前記固定用具は、三
角アングルとアンカーボルトとより構成することが好ま
しい。
SUMMARY OF THE INVENTION The present invention is intended to solve the above-mentioned problems, and provides an improved water-stop forming method and apparatus which can effectively carry out the above-mentioned pin pad water-stopping method. Is what you are trying to do. That is, the present invention relates to a first step of forming a long groove along a water leakage site on a concrete structure surface, and a hydrophilic one-pack type polyurethane prepolymer injection hole at one end along the long groove on the concrete structure surface. And the surface of the chemically stable sheepskin-like synthetic rubber equivalent having an air vent hole at the other end is pressed, and then the rear surface of the equivalent is substantially flush with the equivalent and the injection hole pipe insertion hole and A second step of loading a metal fitting having an air venting pipe insertion hole and swelling prevention plates installed vertically on both sides, and pressing a fixed metal fitting from above, and a filling hole for the synthetic rubber material. At the same time as injecting the hydrophilic one-pack type polyurethane prepolymer into the long groove of the concrete structure, at the same time, the third step of discharging the air in the long groove from the air vent of the rubber equivalent, and then sealing both holes. It's the 4th process of leaving it alone A waterproofing method of forming a concrete structure comprising. Further, the present invention provides a chemically stable one-component type polyurethane prepolymer injection hole at one end and an air vent hole at the other end, which is pressed along a long groove cut along a water leakage point of a concrete structure. Of synthetic rubber-like synthetic rubber and the same type of synthetic-rubber-like synthetic rubber loaded on the same, and having the injection hole pipe insertion hole and the air vent hole pipe insertion hole. A water stop forming device for a concrete structure, comprising a metal member having swelling prevention plates vertically provided on both sides and a fixing tool for fixing each of the constituent elements to the surface of the concrete structure. In addition, it is preferable that the fixing tool includes a triangular angle and an anchor bolt.

【0004】[0004]

【実施例】本発明の実施例を図面に基づいて説明する。
図1は、本発明の止水形成装置をコンクリート構造物表
面に取付けた状態の斜視図、図2は止水形成装置の取付
け状態の正面断面図である。図中、1aはコンクリート
構造物表面、2はひび割れ漏水箇所、3はコンクリート
構造物の漏水箇所に沿って削成されたU形状の長溝、4
は羊かん状のシリコンゴム体(羊かん状合成ゴム製当
物)、5は当金物、6は三角アングル(固定金物)、7
は両側部に垂下板を備えた膨らみ阻止板、8aと8bは
親水性一液型ポリウレタンプレポリマーの注入パイプと
空気抜孔パイプ、9はアンカーボルト、Pは親水性一液
型ポリウレタンプレポリマー止水剤である。本実施例の
止水形成装置は羊かん状で、端部に親水性一液型ポリウ
レタンプレポリマー注入孔と他端部に空気抜孔を有する
化学安定性のシリコンゴム体4と、該シリコンゴム体4
と同じ面形状で重なり合う、樋(とい)形状で前記注入
孔用パイプ挿入孔及び空気抜孔用パイプ挿入孔を有し、
その両側下端に重ね合った下方のシリコンゴム体4の両
側面を挟持するごとく作用する適長の剛板製の膨らみ阻
止板7を垂設してなる高剛性の当金物5と、該当金物5
の巾より十分長く、その両端部にはアンカーボルト用孔
を貫孔してなる、高剛性の三角アングル6と、前記の上
下に重ね合ったシリコンゴム体4と当金物5の両端部に
穿孔された止水剤注入孔及び空気抜き孔に貫挿されるア
ルミ合金製の止水剤注入パイプ8a及び空気抜きパイプ
8bと、コンクリート構造物表面1aに螺入立設され、
三角アングル(固定金物)6の両端部を挿着し、締着す
るためのアンカーボルト9及びそのナット9a及び座金
9bとからなっている。なお、前記のシリコンゴム体4
と当金物5とを一体に接着するか、金具で係着して取り
扱いを容易にとしてもよい。またシリコンゴム体4と当
金物5の重ねの両端部に穿孔された止水剤注入孔と空気
抜き孔は同一内径の共通孔であってよく、止水剤注入パ
イプ8aと空気抜きパイプ8bを同一外径にして、一方
を止水剤注入用、他方を空気抜き用に使用すればよい。
さらに、上記樋(とい)形状の当金物5とそれを掴持す
るごとく結合された膨らみ阻止板7本体との接合面は溶
接によって接着しておくことが好ましい。
An embodiment of the present invention will be described with reference to the drawings.
FIG. 1 is a perspective view showing a state where the water stop forming device of the present invention is attached to the surface of a concrete structure, and FIG. 2 is a front sectional view showing the state where the water stop forming device is attached. In the figure, 1a is the surface of a concrete structure, 2 is a cracked water leakage point, 3 is a U-shaped long groove cut along the water leakage point of a concrete structure, 4
Is a sheep-like silicon rubber body (a sheep-like synthetic rubber object), 5 is a metal object, 6 is a triangular angle (fixed metal object), 7
Is a swelling prevention plate with hanging plates on both sides, 8a and 8b are injection pipes and air vent pipes of hydrophilic one-component polyurethane prepolymer, 9 is an anchor bolt, P is hydrophilic one-component polyurethane prepolymer water stop It is an agent. The water stop forming apparatus of the present embodiment is a sheep's wheel type, a chemically stable silicone rubber body 4 having a hydrophilic one-pack type polyurethane prepolymer injection hole at one end and an air vent hole at the other end, and the silicone rubber body 4.
Having the same plane shape and overlapping with each other, having a trough shape and having the injection hole pipe insertion hole and the air vent hole pipe insertion hole,
A high-rigidity metal fitting 5 in which a swelling prevention plate 7 made of a rigid plate of appropriate length is vertically installed so as to sandwich both side surfaces of the lower silicon rubber body 4 overlapped at the lower ends of both sides thereof, and the corresponding metal material 5
Which is sufficiently longer than the width of the above, and has high-rigidity triangular angles 6 formed through holes for anchor bolts at both ends thereof, and the both ends of the above-mentioned vertically stacked silicon rubber body 4 and the metal fitting 5. A water blocking agent injection pipe 8a and an air bleeding pipe 8b made of an aluminum alloy which are inserted into the water blocking agent injection hole and the air bleeding hole, which are screwed upright on the concrete structure surface 1a,
It is composed of an anchor bolt 9 for inserting and fastening both ends of a triangular angle (fixed metal object) 6, a nut 9a thereof and a washer 9b. In addition, the above-mentioned silicone rubber body 4
The metal member 5 and the metal fitting 5 may be integrally bonded or may be engaged with a metal fitting to facilitate handling. Further, the water blocking agent injection hole and the air vent hole formed at both ends of the stack of the silicon rubber body 4 and the metal fitting 5 may be a common hole having the same inner diameter, and the water stop agent injection pipe 8a and the air vent pipe 8b are not the same. With respect to the diameter, one may be used for injecting the waterproofing agent and the other for bleeding air.
Further, it is preferable that the joint surface between the gutter-shaped metal member 5 and the main body of the swelling prevention plate 7 that is coupled as if gripping the metal member 5 is bonded by welding.

【0005】次に、上記のコンクリート構造物の止水形
成方法及び装置の取付け作業について詳説する。 (1)まず、コンクリート構造物1の表面1aのひび割
れ漏水個所2に削成されたU形状の長溝3に沿ってシリ
コンゴム体4及び当金物5を重ねて載置する。なお、本
止水形成方法においては、シリコンゴム体4はU形状の
長溝3を完全に被覆する必要があって、長溝3が長い場
合は複数個のシリコンゴム体4を直列に並べて被覆す
る。長溝3が折れ曲がっている場合などはシリコンゴム
体4による被覆が困難であってはみ出し部分が発生する
が、該はみ出し部分の長溝3に対しては急結セメント又
は水中ボンド等で埋めてシールすることが必要である。
当金物5は複数個の膨らみ阻止板7を有するが、両側面
の垂下板の長さが長いほどゴム体4の膨らみ阻止が有効
となる。 (2)次に、当金物5の上面を渡して、複数個の三角ア
ングル6を仮りに配置し、そのアンカーボルト用孔の位
置をコンクリート構造物表面1aにマーキングする。そ
の後、該マーキング位置にアンカーボルト9を螺入立設
し、該三角アングル6を挿着し、ナット9a及び座金9
bを締め込んで当金物5を加圧し、シリコンゴム体4を
表面1aに押し当てる。なお、三角アングル6は、その
両側端で当金物5を平衡的に加圧できる。また、シリコ
ンゴム体4は化学安定性に優れ弾力性のある可塑性素材
であるので、コンクリート表面1aに多少の凹凸があっ
ても十分に倣って密着圧接が可能となる。
Next, a detailed description will be given of the method for forming the water stop of the concrete structure and the work for mounting the apparatus. (1) First, the silicon rubber body 4 and the metal fitting 5 are placed on the surface 1a of the concrete structure 1 along the U-shaped long groove 3 cut in the cracked and leaking portion 2. In this water stop forming method, the silicon rubber body 4 needs to completely cover the U-shaped long groove 3, and when the long groove 3 is long, a plurality of silicon rubber bodies 4 are arranged in series and covered. When the long groove 3 is bent, it is difficult to cover with the silicone rubber body 4 and a protruding portion is generated, but the long groove 3 at the protruding portion should be filled with a quick-setting cement or an underwater bond for sealing. is necessary.
The metal member 5 has a plurality of swelling prevention plates 7, and the longer the length of the hanging plates on both side surfaces is, the more effective the swelling prevention of the rubber body 4 is. (2) Next, the upper surface of the metal fitting 5 is passed over and a plurality of triangular angles 6 are provisionally arranged, and the positions of the anchor bolt holes are marked on the concrete structure surface 1a. After that, the anchor bolt 9 is screwed upright at the marking position, the triangular angle 6 is inserted, and the nut 9a and the washer 9 are inserted.
Tighten b and press the metal 5 to press the silicon rubber body 4 against the surface 1a. In addition, the triangular angle 6 can pressurize the metal fitting 5 in a balanced manner at both ends thereof. Further, since the silicone rubber body 4 is a plastic material having excellent chemical stability and elasticity, even if the concrete surface 1a has some irregularities, it is possible to closely follow the pressure welding.

【0006】(3)次に、シリコンゴム体4と当金物5
の重ねに穿設された孔に止水剤注入パイプ8a及び空気
抜きパイプ8bを挿着する。 (4)以上により、本発明の止水形成装置の取付けが完
了し、U形状の長溝3は閉封され、止水剤注入用ポケッ
ト部が形成される。 (5)その後、注入パイプ8aより例えば「NLペース
ト」(親水性−液型ポリウレタンポリマー)のような止
水剤Pをポケット部に注入し、空気抜きパイプ8bから
流出してきたとき、前記の注入パイプ8a及び空気抜き
パイプ8bに木栓をする。12〜24時間放置する、こ
の間に親水性一液型ポリウレタンプレポリマー止水剤は
コンクリート構造物の亀裂漏水と接触反応して発泡し、
その発泡圧で同止水剤を亀裂奥部まで連行するとともに
重合硬化して止水体を形成する。 (6) その後に、三角アングル6及びアンカーボルト
9を取り外し、さらに当金物5をシリコンゴム体4から
取り外す。次いで、コンクリート表面1に一部接着して
いるシリコンゴム体4をその端部から手で掴んで引き上
げながら剥離して取り外す。最後に、表面1のアンカー
ボルト螺設孔は急結セメントを埋めるなどして表面仕上
げを施し、ピンパット止水工法による止水処理を完了す
る。
(3) Next, the silicon rubber body 4 and the metal fitting 5
The water blocking agent injection pipe 8a and the air bleeding pipe 8b are inserted into the holes formed in the stack. (4) By the above, the attachment of the water stop forming device of the present invention is completed, the U-shaped long groove 3 is closed, and the water blocking agent injecting pocket portion is formed. (5) After that, when the water blocking agent P such as "NL paste" (hydrophilic-liquid polyurethane polymer) is injected into the pocket portion from the injection pipe 8a and flows out from the air vent pipe 8b, the injection pipe described above is used. 8a and the air vent pipe 8b are plugged with wood. Allow to stand for 12 to 24 hours, during which the hydrophilic one-pack type polyurethane prepolymer water blocking agent reacts with crack leakage of concrete structure to foam,
The water-blocking agent is carried to the depth of the crack by the foaming pressure and is polymerized and cured to form a water-blocking body. (6) After that, the triangular angle 6 and the anchor bolt 9 are removed, and further the metal fitting 5 is removed from the silicon rubber body 4. Then, the silicon rubber body 4 partially bonded to the concrete surface 1 is grasped from its end portion by hand and peeled off and removed. Finally, the anchor bolt screw holes on the surface 1 are surface-finished, for example, by filling quick-setting cement, and the water-stop treatment by the pin-pad water-stop method is completed.

【0007】[0007]

【発明の効果】以上説明したとおり、本発明の止水形成
方法及び装置によれば、従来より装置の取付けが簡潔か
つ確実となり、軽量化によって機能も強化され、製品の
量産化も可能となり、資材コストの削減、作業時間の短
縮が可能となって、止水工法の実施に極めて有効であ
る。
As described above, according to the water stop forming method and apparatus of the present invention, the installation of the apparatus becomes simpler and more reliable than before, the function is enhanced by the weight reduction, and the mass production of the product becomes possible. It is possible to reduce the material cost and work time, and it is extremely effective for implementing the water stop method.

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

【図1】本発明実施例の止水形成装置をコンクリート構
造物の表面に取付けた状態の斜視図である。
FIG. 1 is a perspective view showing a state in which a water stop forming device according to an embodiment of the present invention is attached to a surface of a concrete structure.

【図2】止水形成装置の取付け状態の正面断面図であ
る。
FIG. 2 is a front cross-sectional view of an attached state of the water stop forming device.

【符号の説明】[Explanation of symbols]

1 コンクリート構造物 1a コンクリート表面 2 ひび割れ漏水個所 3 U形状の長溝 4 シリコンゴム体 5 当金物 6 三角アングル 7 膨らみ阻止板 8a 止水剤注入パイプ 8b 空気抜きパイプ 9 アンカーボルト 9a ナット 9b 座金 P 止水剤 1 Concrete Structure 1a Concrete Surface 2 Crack Leakage Location 3 U-shaped Long Groove 4 Silicon Rubber Body 5 Metal Material 6 Triangular Angle 7 Bulge Blocking Plate 8a Water Stopper Injection Pipe 8b Air Venting Pipe 9 Anchor Bolt 9a Nut 9b Washer P Water Stopper

───────────────────────────────────────────────────── フロントページの続き (72)発明者 松林 松寿 広島県広島市中区光南3丁目11ー6 (72)発明者 齋藤 章二 東京都北区王子5ー2ー4ー512 (72)発明者 三浦 寛 東京都港区芝浦一丁目2番3号 清水建設 株式会社内 (72)発明者 石川 匡 東京都港区芝浦一丁目2番3号 清水建設 株式会社内 (72)発明者 小野 正 東京都港区芝浦一丁目2番3号 清水建設 株式会社内 (72)発明者 菊池 幸昌 埼玉県戸田市喜沢1−6−4−103 (72)発明者 牧 民男 埼玉県本庄市日の出3−8−24−409 (72)発明者 町井 政治 東京都板橋区双葉町30−10 (72)発明者 中山 直之 東京都八王子市北野台3−37−12 (72)発明者 森山 秀一 埼玉県上福岡市上福岡1−4−13 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Matsubayashi Matsuju 3-11-6, Konan, Naka-ku, Hiroshima City, Hiroshima Prefecture (72) Inventor Shoji Saito, Prince, Kita-ku, Tokyo 5-2-4-512 (72) Invention Hiroshi Miura 1-3-2 Shibaura, Minato-ku, Tokyo Shimizu Construction Co., Ltd. (72) Inventor Tadashi Ishikawa 1-3-2 Shibaura, Minato-ku, Tokyo Shimizu Construction Co., Ltd. (72) Inventor Tadashi Ono Tokyo 1-2-3 Shibaura, Minato-ku, Shimizu Construction Co., Ltd. (72) Inventor Yukimasa Kikuchi 1-6-4-103 Kizawa, Toda City, Saitama Prefecture (72) Tamio Maki, 3-8 Hinode, Honjo City, Saitama Prefecture -24-409 (72) Inventor Machii Politics 30-10 Futaba-cho, Itabashi-ku, Tokyo (72) Inventor Naoyuki Nakayama 3-37-12 Kitanodai, Hachioji City, Tokyo (72) Inventor Shuichi Moriyama Kamifukuoka City, Saitama Prefecture 1-4-13 Kamifukuoka

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 コンクリート構造物面の漏水箇所に沿っ
て長溝を削成する第1工程と、そのコンクリート構造物
面の長溝に沿って、一端部に親水性一液型ポリウレタン
プレポリマー注入孔と他端部に空気抜き孔を有する化学
安定性の羊かん状合成ゴム製当物の表面を押し当て、次
いで前記当物の裏面を同当物と略同平面形で前記注入孔
用パイプ挿入孔及び空気抜孔用パイプ挿入孔を有し、両
側部に膨らみ阻止板を垂設してなる当金物を積載し、そ
の上から固定金物を押圧する第2工程と、前記合成ゴム
製当物の注入孔から親水性一液型ポリウレタンプレポリ
マーを前記コンクリート構造物の長溝内に注入すると同
時に、同ゴム製当物の空気抜孔から前記長溝内の空気を
排出する第3工程と、その後両孔を密閉して放置する第
4工程とよりなるコンクリート構造物の止水形成方法。
1. A first step of forming a long groove along a water leakage point on a concrete structure surface, and a hydrophilic one-pack type polyurethane prepolymer injection hole at one end along the long groove on the concrete structure surface. The surface of a chemically stable sheepskin-like synthetic rubber equivalent having an air vent hole at the other end is pressed against it, and then the rear surface of the equivalent is substantially flush with the equivalent and the pipe insertion hole for the injection hole and the air. A second step of loading a metal fitting having a hole for inserting a pipe and vertically swelling prevention plates on both sides, and pressing a fixed metal from above, and the injection hole of the synthetic rubber equivalent. At the same time as injecting the hydrophilic one-pack type polyurethane prepolymer into the long groove of the concrete structure, at the same time, the third step of discharging the air in the long groove from the air vent hole of the rubber equivalent, and then sealing both holes. A process consisting of a fourth step to leave Method for forming a water stop of a structure.
【請求項2】 コンクリート構造物の漏水箇所に沿って
削成された長溝に沿って押し当てられる一端部に親水性
一液型ポリウレタンプレポリマー注入孔と他端部に空気
抜き孔を有する化学安定性の羊かん状合成ゴム製当物
と、同羊かん状合成ゴム製当物の上に積載される同当物
と略同平面形で前記注入孔用パイプ挿入孔及び空気抜孔
用パイプ挿入孔を有し、両側部に膨らみ阻止板を垂設し
てなる当金物と、前記各構成要素をコンクリート構造物
面に定着するための固定用具とからなるコンクリート構
造物の止水形成装置。
2. A chemical stability having a hydrophilic one-component polyurethane prepolymer injection hole at one end and an air vent hole at the other end pressed against a long groove cut along a water leakage point of a concrete structure. Of the sheep cane-like synthetic rubber, and the injection hole pipe inserting hole and the air venting pipe inserting hole having substantially the same plane shape as that of the sheep cane-like synthetic rubber object A water stop forming device for a concrete structure, comprising a metal member having swelling prevention plates provided on both sides thereof and a fixing tool for fixing the respective constituent elements to the surface of the concrete structure.
【請求項3】 固定用具が三角アングルとアンカーボル
トとよりなることを特徴とする請求項2記載の止水形成
装置。
3. The water stop forming device according to claim 2, wherein the fixing tool comprises a triangular angle and an anchor bolt.
JP5264096A 1993-09-29 1993-09-29 Method and device for forming cutoff for concrete structure Pending JPH08209944A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5264096A JPH08209944A (en) 1993-09-29 1993-09-29 Method and device for forming cutoff for concrete structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5264096A JPH08209944A (en) 1993-09-29 1993-09-29 Method and device for forming cutoff for concrete structure

Publications (1)

Publication Number Publication Date
JPH08209944A true JPH08209944A (en) 1996-08-13

Family

ID=17398458

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5264096A Pending JPH08209944A (en) 1993-09-29 1993-09-29 Method and device for forming cutoff for concrete structure

Country Status (1)

Country Link
JP (1) JPH08209944A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100845501B1 (en) * 2002-06-28 2008-07-10 주식회사 케이티 Waterproof seal pouring holder
JP2009007753A (en) * 2007-06-26 2009-01-15 Yaguchi Giko:Kk Seat strip body for stripping-of-tile prevention adhesive filler
KR100958079B1 (en) * 2010-02-09 2010-05-14 주식회사 엠디건설 Waterproofing apparatus and method using compression and tension
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
JP2017165476A (en) * 2016-03-18 2017-09-21 株式会社ユニテック Liquid leakage repair device and liquid leakage repair method using the same

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100845501B1 (en) * 2002-06-28 2008-07-10 주식회사 케이티 Waterproof seal pouring holder
JP2009007753A (en) * 2007-06-26 2009-01-15 Yaguchi Giko:Kk Seat strip body for stripping-of-tile prevention adhesive filler
KR100958079B1 (en) * 2010-02-09 2010-05-14 주식회사 엠디건설 Waterproofing apparatus and method using compression and tension
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
JP2017165476A (en) * 2016-03-18 2017-09-21 株式会社ユニテック Liquid leakage repair device and liquid leakage repair method using the same

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