JP2006097290A - Grout injection hose doubling as water-swelling cutoff board - Google Patents

Grout injection hose doubling as water-swelling cutoff board Download PDF

Info

Publication number
JP2006097290A
JP2006097290A JP2004283200A JP2004283200A JP2006097290A JP 2006097290 A JP2006097290 A JP 2006097290A JP 2004283200 A JP2004283200 A JP 2004283200A JP 2004283200 A JP2004283200 A JP 2004283200A JP 2006097290 A JP2006097290 A JP 2006097290A
Authority
JP
Japan
Prior art keywords
water
grout
injection hose
grout injection
expandable
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
JP2004283200A
Other languages
Japanese (ja)
Inventor
Isao Shinoda
功 篠田
Koji Hara
康二 原
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.)
Adeka Corp
Original Assignee
Asahi Denka Kogyo KK
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 Asahi Denka Kogyo KK filed Critical Asahi Denka Kogyo KK
Priority to JP2004283200A priority Critical patent/JP2006097290A/en
Publication of JP2006097290A publication Critical patent/JP2006097290A/en
Pending legal-status Critical Current

Links

Images

Abstract

<P>PROBLEM TO BE SOLVED: To provide a grout injection hose doubling as a water-swelling cutoff board, which eliminates complicated grout sucking removal procedures, facilitates discharge of grout from the pipe, and achieves positive grout injection and effective water cutoff even at a gap formed with the lapse of time after injection of the grout. <P>SOLUTION: The grout injection hose 1 doubling as the water-swelling cutoff board is embedded in a concrete-jointed portion, and formed by partially bonding a water-swelling cutoff board member 3 abutting on an existing concrete side of the concrete-jointed portion, to a grout injection hose main body 2 made of a non-water-swelling resin. Thus according to the structure of the grout injection hose doubling as the water-swelling cutoff board, both side surfaces composed of a water-swelling resin and the grout injection hose main body function as grout discharge portions. Preferably, the grout injection hose main body is a hollow cylinder having a grout flowing section 4, and grout introducing sections are formed and extended from a surface of the grout injection hose main body, that abuts on the water-swelling cutoff board member, to the grout flowing section. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

本発明は、コンクリート打ち継ぎ部にグラウト材を注入する水膨張止水板兼用グラウト注入ホースに関するものであり、特に逆打ち工法によってコンクリートを打ち継ぐ際に有用なものである。   The present invention relates to a grouting pouring hose that also serves as a water expansion water stoppage plate that injects a grouting material into a concrete joint, and is particularly useful when handing over concrete by a reverse casting method.

従来、コンクリート打ち継ぎ部における止水工法としては、グラウト工法が行われている。該グラフト工法は、コンクリート打ち継ぎ部にグラウト注入管を埋設し、コンクリートの硬化に伴う収縮により生じた空隙にグラウト材を注入することにより止水を行う方法である。   Conventionally, a grout method has been used as a water stop method for a concrete joint. The grafting method is a method in which water is stopped by embedding a grout injection pipe in a concrete joint and injecting a grout material into a void generated by shrinkage accompanying the hardening of the concrete.

しかし、上記グラウト工法では、打設されたコンクリートが経時的に収縮し、グラウト材とコンクリートとの間にしだいに小さな空隙が生じるので、止水効果が経時的に劣化するという問題があった。   However, the above grout method has a problem that the placed concrete shrinks with time and a small gap is gradually formed between the grout material and the concrete, so that the water stop effect deteriorates with time.

また、コンクリート打ち継ぎ部に水膨張止水板を埋設する止水工法も行われているが、該止水工法では、止水効果は得られるものの躯体内に隙間ができると構造強度上問題となる場合があり、特に逆打ちにより打設したコンクリート打ち継ぎ部においては深刻な問題であった。   In addition, there is also a water stop method that embeds a water expansion water stop plate in the concrete joint. However, in this water stop method, although a water stop effect is obtained, there is a problem in structural strength if there is a gap in the frame. In particular, it was a serious problem in the concrete joints that were cast by reverse casting.

このような欠点を解消するため、特許文献1では非水膨張性の中空可撓性筒である内層と、水膨張ゴムからなる外層からなり、表面から中空部に達するスリット状の貫通部が形成された目地シール材が記載されている。   In order to eliminate such drawbacks, Patent Document 1 includes a slit-like through-hole formed from an inner layer, which is a non-water-expandable hollow flexible tube, and an outer layer, which is a water-expandable rubber, reaching the hollow portion from the surface. A joint sealing material is described.

また特許文献2には、グラウトを注入後、管内を吸引してグラウト注入管を再生し、経時的に生じた隙間に対して再度グラウトを注入する方法が記載されている。   Patent Document 2 describes a method in which after grout is injected, the inside of the tube is sucked to regenerate the grout injection tube, and the grout is injected again into the gap generated over time.

しかしながら、特許文献1に記載の中空可撓性筒では、グラウト排出部の抵抗が大きくグラウトが排出しにくい欠点があった。   However, the hollow flexible tube described in Patent Document 1 has a drawback that the grout discharge portion has a large resistance and the grout is difficult to discharge.

また特許文献2に記載の方法ではグラウト注入管内に残存しているグラウトを吸引して除去する工程が必要であり煩雑なものであった。   Further, the method described in Patent Document 2 requires a step of sucking and removing the grout remaining in the grout injection tube, which is complicated.

特公平7−74513号公報Japanese Patent Publication No. 7-74513 特許3151690号公報Japanese Patent No. 3151690

従って、本発明の目的は、煩雑なグラウト吸引除去を要せず、且つ管からのグラウトの排出が容易であり、確実なグラウト注入と、グラウト注入後に経時的に生じた隙間に対しても効果的な止水を行うことの出来る、水膨張止水板兼用グラウト注入ホースを提供することにある。   Therefore, the object of the present invention is that it does not require complicated grout suction and removal, and it is easy to discharge the grout from the tube, and it is also effective for reliable grout injection and gaps that occur over time after grout injection. Another object of the present invention is to provide a grouting hose that is also used as a water expansion water stop plate and that can perform a specific water stop.

本発明者らは上記の課題に鑑みて鋭意研究の結果本発明に到達した。即ち、本発明は、コンクリート打継部に埋設される水膨張止水板兼用グラウト注入ホースであって、コンクリート打継部の既設コンクリート側に接する水膨張性止水板部材と、非水膨張性樹脂材料からなるグラウト注入ホース本体を部分的に接着したものであり、水膨張性樹脂材料とグラウト注入ホース本体とで構成される両側面部がグラウトを排出するグラウト排出部であることを特徴とする、水膨張止水板兼用グラウト注入ホースである。   The present inventors have reached the present invention as a result of intensive studies in view of the above problems. That is, the present invention relates to a water expansion water stop plate combined grout injection hose embedded in a concrete joint, a water expandable water stop plate member in contact with an existing concrete side of the concrete joint, and a non-water expandable member. A grout injection hose body made of a resin material is partly bonded, and both side surfaces composed of a water-expandable resin material and a grout injection hose body are grout discharge portions for discharging grout. It is a grout injection hose that is also used as a water expansion stop plate.

また本発明は、グラウト注入ホース本体は、その長手方向の略中心部にグラウト流通部を有する中空筒状であり、グラウト注入ホース本体の水膨張性止水板部材と接する面からグラウト流通部にかけてグラウト導出部が設けられているものである、上記の水膨張止水板兼用グラウト注入ホースである。   Further, according to the present invention, the grout injection hose body has a hollow cylindrical shape having a grout circulation part at a substantially central portion in the longitudinal direction, and extends from the surface in contact with the water-expandable water stop plate member of the grout injection hose body to the grout circulation part. It is the above-described grout injection hose also serving as a water expansion water stop plate, in which a grout lead-out portion is provided.

また本発明は、グラウト注入ホース本体の水膨張性止水板部材と接する側面部は楔状の断面を有する鰭状に構成されており、水膨張性止水板部材の側面部とともにグラウト排出部を構成しているものである、上記の水膨張止水板兼用グラウト注入ホースである。   Further, according to the present invention, the side surface portion of the grout injection hose body that contacts the water-expandable water stop plate member is formed in a bowl shape having a wedge-shaped cross section. It is the above-described grout injection hose that is also used as a water expansion water stop plate.

また本発明は、水膨張性止水板部材とグラウト注入ホース本体の部分的な接着は、グラウト排出部からのグラウトの排出を阻害しない位置及び/又はグラウト排出部からのグラウトの排出を阻害しない強度でなされたものである、上記の水膨張止水板兼用グラウト注入ホースである。   Further, according to the present invention, the partial adhesion between the water-expandable water stop plate member and the grout injection hose body does not inhibit the grout discharge from the grout discharge portion and / or the position where the grout discharge from the grout discharge portion is not obstructed. The above-described grout injection hose also serving as a water expansion water stop plate, which is made with strength.

本発明の効果は、煩雑なグラウト吸引除去を要せず、且つ管からのグラウトの排出が容易であり、確実なグラウト注入と、グラウト注入後に経時的に生じた隙間に対しても効果的な止水を行うことの出来る、水膨張止水板兼用グラウト注入ホースを提供したことにある。   The effect of the present invention does not require complicated grout suction and removal, and is easy to discharge the grout from the tube, and is effective for reliable grout injection and gaps that occur over time after the grout injection. The present invention provides a grouting pouring hose that can also be used for water expansion and also serves as a water expansion water stopping plate.

本発明の水膨張止水板兼用グラウト注入ホースは、コンクリート打継部に埋設して、コンクリート打継部にコンクリートの硬化収縮等によって発生する間隙にグラウト材を注入するためのグラウト注入ホースとして機能するものである。さらに本発明の水膨張止水板兼用グラウト注入ホースは、コンクリート打継部にグラウト材を注入してコンクリート打継部の間隙を埋めた後に経時的なコンクリートの収縮等によって更に間隙が発生した場合に、外部から侵入した雨水などの水分によって水膨張性止水板部材が膨張して間隙を埋め止水することのできるものである。   The grouting pouring hose also used as a water expansion water stop plate of the present invention functions as a grouting pouring hose for burying grouting material in a gap generated by concrete shrinkage, etc. To do. Furthermore, the grout injection hose also used as a water expansion water stoppage plate of the present invention is a case where a gap is further generated due to concrete shrinkage with the passage of time after injecting the grout material into the concrete connection part and filling the gap in the concrete connection part In addition, the water-expandable water stop plate member is expanded by moisture such as rainwater that has entered from the outside, and can fill the gap and stop the water.

上記グラウト注入ホース本体を構成する非水膨張性樹脂材料とは、特に限定されるものではなく、従来からグラウト注入ホースとして使用されている適度な硬度、適度な柔軟性、適度な弾力性などを兼ね備えた非水膨張性樹脂材料を使用することができ、例えば加硫硬質ゴム材料などを使用することができる。   The non-water-swellable resin material that constitutes the grout injection hose body is not particularly limited, and has appropriate hardness, appropriate flexibility, appropriate elasticity, etc. that have been conventionally used as a grout injection hose. A non-water-swellable resin material can also be used, for example, a vulcanized hard rubber material can be used.

上記水膨張性止水板部材は、水膨張性樹脂材料から構成されていればよく特に限定されるものではなく、従来からコンクリートの打ち継目などに使用される水膨張性樹脂、例えば水膨張性ウレタン樹脂などを使用することができる。   The water-swellable waterstop plate member is not particularly limited as long as it is made of a water-swellable resin material, and is a water-swellable resin conventionally used for joints of concrete, such as a water-swellable resin. Urethane resin or the like can be used.

本発明の水膨張止水板兼用グラウト注入ホースは、非水膨張性樹脂材料からなるグラウト注入ホース本体と水膨張性止水板部材とからなっており、グラウト注入ホース本体と水膨張性止水板部材とが部分的に接着されている。   The grouting injection hose combined with the water expansion water stop plate of the present invention comprises a grouting injection hose main body and a water expandable water stopping plate member made of a non-water expandable resin material. The plate member is partially bonded.

ここで、本発明においてグラウト注入ホース本体と水膨張性止水板部材との部分的な接着とは、必ずしも空間的に「部分的」な接着に限定されるものではなく、グラウト排出部からのグラウトの排出を阻害しない位置及び/又はグラウト排出部からのグラウトの排出を阻害しない強度でなされたものであればよい。   Here, in the present invention, the partial adhesion between the grout injection hose main body and the water-expandable waterstop plate member is not necessarily limited to the "partial" adhesion spatially. What is necessary is just to make it the intensity | strength which does not inhibit the discharge of the grout from the position which does not inhibit the discharge of a grout, and / or the grout discharge part.

本発明の水膨張止水板兼用グラウト注入ホースのグラウト注入ホース本体は、好ましくはその長手方向の略中心部に中空筒状のグラウト流通部を有しており、グラウト注入ホース本体の水膨張性止水板部材と接する面からグラウト流通部にかけてグラウト導出部が設けられていることがよい。この場合、注入されるグラウト材はグラウト流通部からグラウト導出部を通って水膨張性止水板部材に当接する。上記の通りグラウト注入ホース本体と水膨張性止水板部材とはグラウト排出部からのグラウトの排出を阻害しない位置及び/又はグラウト排出部からのグラウトの排出を阻害しない強度で接着されているので、グラウト材は水膨張性樹脂材料とグラウト注入ホース本体とで構成される両側面部をグラウト排出部として本発明の水膨張止水板兼用グラウト注入ホースから排出されることとなる。   The grouting pouring hose body of the grouting pouring hose combined with the water expansion water stop plate of the present invention preferably has a hollow tubular grouting part at the substantially central portion in the longitudinal direction, and the swellability of the grouting pouring hose body. A grout lead-out part may be provided from the surface in contact with the water stop plate member to the grout circulation part. In this case, the grout material to be injected comes into contact with the water-expandable water stop plate member from the grout circulation part through the grout lead-out part. As described above, the grout injection hose body and the water-expandable water stop plate member are bonded with a position that does not inhibit the grout discharge from the grout discharge part and / or with a strength that does not inhibit the grout discharge from the grout discharge part. The grout material is discharged from the grout injection hose also serving as a water expansion water stoppage plate according to the present invention, with both side surface portions constituted by the water-expandable resin material and the grout injection hose body as grout discharge portions.

本発明の水膨張止水板兼用グラウト注入ホースのグラウト注入ホース本体は、好ましくはグラウト注入ホース本体の水膨張性止水板部材と接する側面部が楔状の断面を有する鰭状に構成されており、水膨張性止水板部材の側面部とともにグラウト排出部を構成していることがよい。このことによってグラウト未排出時コンクリートが逆流することもなく且つグラウト材の排出も容易に行えるものである。   The grout injection hose main body of the grouting injection hose combined with the water expansion water stop plate of the present invention is preferably configured in a bowl shape in which the side surface portion in contact with the water expandable water stopping plate member of the grout injection hose main body has a wedge-shaped cross section. The grout discharge part may be configured together with the side part of the water-expandable water stop plate member. As a result, the concrete does not flow back when the grout is not discharged, and the grout material can be easily discharged.

以下、図面を参照しながら本発明の一態様である実施例について説明する。   Embodiments that are embodiments of the present invention will be described below with reference to the drawings.

図1は、本発明にかかる水膨張止水板兼用グラウト注入ホースの模式的斜視図である。図1のように本発明の水膨張止水板兼用グラウト注入ホース1は、グラウト注入ホース本体2と水膨張性止水板部材3とからなっている。グラウト注入ホース本体2は長手方向の略中心部にグラウト流通部4を有する中空筒状となっている。   FIG. 1 is a schematic perspective view of a grouting pouring hose also serving as a water expansion stop plate according to the present invention. As shown in FIG. 1, the water expansion water stop plate combined grout injection hose 1 of the present invention includes a grout injection hose body 2 and a water expandable water stop plate member 3. The grout injection hose body 2 has a hollow cylindrical shape having a grout circulation part 4 at a substantially central part in the longitudinal direction.

図4は、水膨張止水板兼用グラウト注入ホース1の模式的横断面図である。図4から解るとおりグラウト注入ホース本体2は、グラウト流通部4からグラウト注入ホース本体2の水膨張性止水板部材3と接する面にかけてグラウト導出部5aおよびグラウト導出部5bが設けられている。   FIG. 4 is a schematic cross-sectional view of the grouting pouring hose 1 also serving as a water expansion water blocking plate. As understood from FIG. 4, the grout injection hose body 2 is provided with a grout lead-out part 5 a and a grout lead-out part 5 b from the grout circulation part 4 to the surface of the grout injection hose body 2 that contacts the water-expandable water stop plate member 3.

グラウト注入ホース本体2の水膨張性止水板部材3と接する側面部は楔状の断面を有する鰭状に構成されており鰭状部6aおよび鰭状部6bとなっている。この鰭状部6aおよび鰭状部6bは、水膨張性止水板部材3の側面部を構成しているテーパー状部7aおよびテーパー状部7bとともにグラウト排出部を構成している。   A side surface portion of the grout injection hose main body 2 that is in contact with the water-expandable water stop plate member 3 is formed in a bowl shape having a wedge-shaped cross section, and has a bowl-like part 6a and a bowl-like part 6b. The hook-like part 6a and the hook-like part 6b constitute a grout discharge part together with the tapered part 7a and the tapered part 7b constituting the side face part of the water-expandable waterstop plate member 3.

水膨張止水板兼用グラウト注入ホース1に注入されたグラウト材は、まずグラウト流通部4に導かれ、次いでグラウト導出部5aおよびグラウト導出部5bを通り、鰭状部6a、鰭状部6b、テーパー状部7a、テーパー状部7bで構成されるグラウト排出部から排出されるように構成されている。   The grouting material injected into the grouting injection hose 1 also serving as a water expansion water stoppage plate is first guided to the grouting part 4, and then passes through the grouting part 5a and the grouting part 5b, and the hook part 6a, the hook part 6b, It is comprised so that it may discharge | emit from the grout discharge part comprised by the taper-shaped part 7a and the taper-shaped part 7b.

鰭状部6aあるいは6bは、楔状の断面を有する鰭状に構成されているので、コンクリート打設時にもコンクリートが水膨張止水板兼用グラウト注入ホース1内部に侵入することがなく、且つ、グラウト材排出時にはグラウトの排出を著しく妨げることがない。この機能は専ら鰭状部6a、鰭状部6bによって達成されるので、水膨張性止水板部材3の形状は任意であり、単純な板状、即ち長方形断面であっても差し支えないが、図4のようにテーパー状部7a、7bを有する台形断面状であると、より好ましいものである。   Since the bowl-shaped portion 6a or 6b is formed in a bowl-like shape having a wedge-shaped cross section, the concrete does not enter the inside of the grout pouring hose 1 also serving as a water expansion waterproofing plate even when placing concrete, and the grout There is no significant hindrance to grout discharge when the material is discharged. Since this function is achieved exclusively by the hook-like portion 6a and the hook-like portion 6b, the shape of the water-expandable waterstop plate member 3 is arbitrary, and may be a simple plate shape, that is, a rectangular cross section. A trapezoidal cross section having tapered portions 7a and 7b as shown in FIG. 4 is more preferable.

図2は、グラウト注入ホース本体2の模式的斜視図であり、図3は、水膨張性止水板部材3の模式的斜視図である。グラウト注入ホース本体2に設けられるグラウト導出部の位置は特に限定されるものではないが、本実施例では図2に示したように千鳥状に5aおよび5bとして配置されている。このように配置することにより水膨張止水板兼用グラウト注入ホース1の長手方向に対して左右ほぼ均等にグラウト材を排出することができる点で好ましいものである。   FIG. 2 is a schematic perspective view of the grout injection hose body 2, and FIG. 3 is a schematic perspective view of the water-expandable water stop plate member 3. The position of the grout lead-out portion provided in the grout injection hose body 2 is not particularly limited, but in this embodiment, it is arranged in a staggered manner as 5a and 5b as shown in FIG. By arranging in this way, it is preferable in that the grout material can be discharged almost equally to the left and right with respect to the longitudinal direction of the grouting pouring hose 1 also serving as a water expansion water stoppage plate.

水膨張性止水板部材3と、グラウト注入ホース本体2は、上記したような意味で部分的に接着されるものであり、実施例では図2の5aと5bの位置する面の略中央部で長手方向に50mm間隔で(5aおよび5bの部分を除く)接着剤を塗布して水膨張性止水板部材3とグラウト注入ホース本体2を部分的に接着してある。尚、図2では接着剤は省略しており、長手方向の50mmあたりグラウト導出部は約2個配置されている。   The water-expandable water stop plate member 3 and the grout injection hose body 2 are partially bonded in the above-described meaning. In the embodiment, the substantially central portion of the surface located at 5a and 5b in FIG. In the longitudinal direction, an adhesive is applied at intervals of 50 mm (excluding portions 5a and 5b) to partially bond the water-expandable water stop plate member 3 and the grout injection hose body 2 together. In FIG. 2, the adhesive is omitted, and about two grout lead-out portions are arranged per 50 mm in the longitudinal direction.

図5は、水膨張止水板兼用グラウト注入ホース1の設置例を示す模式的横断面図である。水膨張止水板兼用グラウト注入ホース1は、水膨張性止水板部材3のグラウト注入ホース本体2に接する面と反対の面に接着剤を塗布し先打ちコンクリート8に接着されている(接着剤の図示は省略してある)。さらに水膨張止水板兼用グラウト注入ホース1は、留め具9によって固定されている。留め具9は先打ちコンクリート8に打ち込まれており容易には離脱しないように構成されている。また留め具9は水膨張止水板兼用グラウト注入ホース1のグラウト注入ホース本体2を抱え込むように保持できるように構成されている。   FIG. 5 is a schematic cross-sectional view showing an installation example of the grouting pouring hose 1 also serving as a water expansion water stop plate. The grouting pouring hose 1 also used as a water-expanding water-stopping plate is adhered to the precast concrete 8 by applying an adhesive to the surface of the water-expanding water-stopping plate member 3 opposite to the surface in contact with the grout pouring hose body 2 (adhesion The illustration of the agent is omitted). Further, the grout injection hose 1 also serving as a water expansion water stop plate is fixed by a fastener 9. The fastener 9 is driven into the precast concrete 8 and is configured not to be easily detached. Moreover, the fastener 9 is comprised so that it can hold | maintain so that the grout injection | pouring hose main body 2 of the water expansion | swelling water stop board combined grouting injection hose 1 may be held.

図6は、水膨張止水板兼用グラウト注入ホース1を用いてグラウト材を注入する際の状況を示す模式的横断面図(留め具9の図示は省略してある)である。先打ちコンクリート8を打設したあと水膨張止水板兼用グラウト注入ホース1を設置し、その後と後打ちコンクリート11を打設したとき、後打ちコンクリート11の収縮によって間隙部10が形成される。水膨張止水板兼用グラウト注入ホース1から排出されるグラウト材は間隙部10に充填される。ここで、本発明の水膨張止水板兼用グラウト注入ホースを用いて注入することのできるグラウト材は、特に限定されるものではなく、従来コンクリート打ち継ぎ部への注入に使用されうることが公知のグラウト材を全て使用することができる。   FIG. 6 is a schematic cross-sectional view (the illustration of the fastener 9 is omitted) showing the situation when the grout material is injected using the grout injection hose 1 also serving as a water expansion water stoppage plate. After placing the precast concrete 8, the water expansion water stoppage / grouting pouring hose 1 is installed, and when the postcast concrete 11 is cast thereafter, the gap 10 is formed by contraction of the postcast concrete 11. The grouting material discharged from the grouting pouring hose 1 also serving as a water expansion / stop plate is filled in the gap 10. Here, the grout material that can be injected using the water expansion water stoppage combined grout injection hose of the present invention is not particularly limited, and it is known that it can be used for injection into conventional concrete joints. All grout materials can be used.

グラウト材が間隙部10に充填され硬化することによってコンクリート打継部は止水されることになるが、打設後、経時的にさらにコンクリートが収縮すると僅かながら更に間隙が生じる。打設コンクリートが地下構造物である場合、地下水などがこの僅かな間隙から浸入することになるが、水膨張止水板兼用グラウト注入ホース1は水膨張性止水板部材3を有しており、侵入した水が水膨張性止水板部材3に接すると、水膨張性止水板部材3はこの水分を吸収して膨張し、水膨張止水板兼用グラウト注入ホース1を上下のコンクリート、即ち先打ちコンクリートと後打ちコンクリートに対して強力に押し付けることになる。このため侵入した水はそれ以上内部に浸透することができない。   When the grout material is filled in the gap portion 10 and hardened, the concrete connection portion is stopped. However, after the placement, when the concrete further shrinks with time, a slight gap is further generated. When the cast concrete is an underground structure, groundwater or the like enters through this slight gap, but the water expansion water stoppage combined grout injection hose 1 has a water expansion water stoppage plate member 3. When the invaded water comes into contact with the water-expandable water stop plate member 3, the water expandable water stop plate member 3 absorbs this water and expands, and the water expansion water stop plate combined grout injection hose 1 is made up of upper and lower concrete, That is, it is strongly pressed against the pre-cast concrete and the post-cast concrete. For this reason, the invading water cannot penetrate further into the interior.

図7は、水膨張止水板兼用グラウト注入ホースを外部ホースとの接続例を示す模式的側面図である。本発明の水膨張止水板兼用グラウト注入ホースはコンクリート打ち継ぎ部に設置されるが、グラウト材の注入は外部から行う必要がある。このとき、外部のグラウト材注入機から水膨張止水板兼用グラウト注入ホースまでの間は、任意のホースにて接続すればよい。即ち、図7に示すように、外部ホース13をグラウト注入ホース本体2のグラウト流通部4に内挿し、粘着テープ12で密封すればよい。   FIG. 7 is a schematic side view showing an example of connection of a water expansion water blocking plate combined grout injection hose with an external hose. Although the grout injection hose which is also used as a water expansion water stop plate of the present invention is installed in a concrete joint, it is necessary to inject the grout material from the outside. At this time, any hose may be connected between the external grout material injector and the grout injection hose also serving as a water expansion water stop plate. That is, as shown in FIG. 7, the external hose 13 may be inserted into the grout circulation part 4 of the grout injection hose body 2 and sealed with the adhesive tape 12.

以上説明の通り、本発明によれば、煩雑なグラウト吸引除去を要せず、且つ管からのグラウトの排出が容易であり、確実なグラウト注入と、グラウト注入後に経時的に生じた隙間に対しても効果的な止水を行うことができるものである。   As described above, according to the present invention, complicated grout suction removal is not required, and the grout can be easily discharged from the tube. However, effective water stop can be performed.

本発明の水膨張止水板兼用グラウト注入ホースの1態様を示す模式的斜視図である。It is a typical perspective view which shows 1 aspect of the grout injection hose used also as the water expansion water stop board of this invention. 本発明に使用するグラウト注入ホース本体の1態様を示す模式的斜視図である。It is a typical perspective view which shows 1 aspect of the grout injection hose main body used for this invention. 本発明に使用する水膨張性止水板部材の1態様を示す模式的斜視図である。It is a typical perspective view which shows 1 aspect of the water-expandable water stop board member used for this invention. 図1に示す本発明の水膨張止水板兼用グラウト注入ホースの模式的横断面図である。FIG. 2 is a schematic cross-sectional view of the grouting pouring hose also serving as a water expansion water stop plate of the present invention shown in FIG. 1. 図1に示す本発明の水膨張止水板兼用グラウト注入ホースの設置例を示す模式的横断面図である。FIG. 2 is a schematic cross-sectional view showing an installation example of the water expansion water blocking plate combined grout injection hose shown in FIG. 図1に示す本発明の水膨張止水板兼用グラウト注入ホースを用いてグラウト材を注入する際の状況を示す模式的横断面図である。FIG. 2 is a schematic cross-sectional view showing a situation when a grout material is injected using the water expansion water blocking plate combined grout injection hose of the present invention shown in FIG. 図1に示す本発明の水膨張止水板兼用グラウト注入ホースを外部ホースとの接続例を示す模式的側面図である。It is a typical side view which shows the example of a connection with the external hose of the grouting pouring hose combined with the water expansion | swelling water stop board of this invention shown in FIG.

符号の説明Explanation of symbols

1 水膨張止水板兼用グラウト注入ホース
2 グラウト注入ホース本体
3 水膨張性止水板部材
4 グラウト流通部
5a グラウト導出部
5b グラウト導出部
6a 鰭状部
6b 鰭状部
7a テーパー状部
7b テーパー状部
8 先打ちコンクリート
9 留め具
10 間隙部
11 後打ちコンクリート
12 粘着テープ
13 外部ホース
DESCRIPTION OF SYMBOLS 1 Water expansion water stop plate combined grout injection hose 2 Grout injection hose main body 3 Water expandable water stop plate member 4 Grout distribution | circulation part 5a Grout derivation | leading-out part 5b Grout derivation | leading-out part 6a ridge-shaped part 6b ridge-shaped part 7a taper-shaped part 7b taper shape Part 8 Precast concrete 9 Fastener 10 Gap 11 Postcast concrete 12 Adhesive tape 13 External hose

Claims (4)

コンクリート打継部に埋設される水膨張止水板兼用グラウト注入ホースであって、コンクリート打継部の既設コンクリート側に接する水膨張性止水板部材と、非水膨張性樹脂材料からなるグラウト注入ホース本体を部分的に接着したものであり、水膨張性樹脂材料とグラウト注入ホース本体とで構成される両側面部がグラウトを排出するグラウト排出部であることを特徴とする、水膨張止水板兼用グラウト注入ホース。 A grout injection hose that is also used as a water expansion water stop plate embedded in a concrete joint, and is composed of a water expandable water stop member in contact with the existing concrete side of the concrete connection portion and a non-water expansion resin material. A water-expanding water stoppage plate, which is a part of the hose body that is partially bonded, and that both side surfaces composed of a water-expandable resin material and a grout injection hose body are grout discharge portions that discharge grout. Combined grout injection hose. グラウト注入ホース本体は、その長手方向の略中心部にグラウト流通部を有する中空筒状であり、グラウト注入ホース本体の水膨張性止水板部材と接する面からグラウト流通部にかけてグラウト導出部が設けられているものである、請求項1に記載の水膨張止水板兼用グラウト注入ホース。 The grout injection hose body has a hollow cylindrical shape having a grout circulation part at a substantially central portion in the longitudinal direction, and a grout lead-out part is provided from the surface in contact with the water-expandable water stop plate member of the grout injection hose body to the grout circulation part. The grouting pouring hose combined with a water expansion water stoppage plate according to claim 1, which is used. グラウト注入ホース本体の水膨張性止水板部材と接する側面部は楔状の断面を有する鰭状に構成されており、水膨張性止水板部材の側面部とともにグラウト排出部を構成しているものである、請求項1又は請求項2に記載の水膨張止水板兼用グラウト注入ホース。 The side surface portion of the grout injection hose body that contacts the water-expandable water stop plate member is configured in a bowl shape having a wedge-shaped cross section, and constitutes the grout discharge portion together with the side surface portion of the water expandable water stop plate member The grout injection hose which is also used as a water expansion water stop plate according to claim 1 or 2. 水膨張性止水板部材とグラウト注入ホース本体の部分的な接着は、グラウト排出部からのグラウトの排出を阻害しない位置及び/又はグラウト排出部からのグラウトの排出を阻害しない強度でなされたものである、請求項1〜3の何れかに記載の水膨張止水板兼用グラウト注入ホース。
Partial adhesion of the water-expandable water stop plate member and the grout injection hose body is made at a position that does not inhibit the grout discharge from the grout discharge part and / or at a strength that does not inhibit the grout discharge from the grout discharge part. The grouting pouring hose combined with a water expansion water stoppage plate according to any one of claims 1 to 3.
JP2004283200A 2004-09-29 2004-09-29 Grout injection hose doubling as water-swelling cutoff board Pending JP2006097290A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2004283200A JP2006097290A (en) 2004-09-29 2004-09-29 Grout injection hose doubling as water-swelling cutoff board

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2004283200A JP2006097290A (en) 2004-09-29 2004-09-29 Grout injection hose doubling as water-swelling cutoff board

Publications (1)

Publication Number Publication Date
JP2006097290A true JP2006097290A (en) 2006-04-13

Family

ID=36237367

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2004283200A Pending JP2006097290A (en) 2004-09-29 2004-09-29 Grout injection hose doubling as water-swelling cutoff board

Country Status (1)

Country Link
JP (1) JP2006097290A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101876184A (en) * 2010-06-23 2010-11-03 河北省第二建筑工程公司 Construction method of expansion joint of pool

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101876184A (en) * 2010-06-23 2010-11-03 河北省第二建筑工程公司 Construction method of expansion joint of pool

Similar Documents

Publication Publication Date Title
US7565779B2 (en) Device for in-situ barrier
KR19990022167U (en) device for stagnant water interception in wall
JP2004183338A (en) Tunnel cut-off structure and construction method therefor
JP3241344B2 (en) Tunnel waterproof structure and its construction method
JPH05195591A (en) Method of sealing joint in building
EP0585222B1 (en) Injection means
JPWO2003008715A1 (en) Construction method of manhole structure, waterproof joint for manhole structure and manhole structure
JP2006097290A (en) Grout injection hose doubling as water-swelling cutoff board
JP2002294727A (en) Manhole structure, manhole structure cut-off flexible joint and construction method of manhole structure
TWI658186B (en) Slab track repairing structure and embedded formwork for slab track repairing structure, and method for repairing slab track
JP4299715B2 (en) Rehabilitation method for inner surface of manhole
JP3545700B2 (en) Stainless steel floor construction method and stainless steel floor
JP2017193869A (en) Countermeasure method to water leakage from concrete surface
KR100310457B1 (en) Waterproofing method of concrete structure
KR101497228B1 (en) Sealant preferred filling waterproofing method of prefabricated structure joint
JP2908735B2 (en) Construction method of earth anchor on steel pipe column retaining wall
JP3121658U (en) Crack-induced water stop structure
JP2000087699A (en) Tunnel water cut-off structure
JP2887170B2 (en) Combined backfill injection water stop method
JP3008132B2 (en) Water stop structure at crack induction
JP2002294665A (en) Work method for lining inner surfaces of water channel
JP3049205B2 (en) Concrete structure joint structure
JP2000008309A (en) Civil engineering structure and execution method thereof
JP2887169B2 (en) Crack injection waterproofing method
JP3845748B2 (en) Repair method for existing buried pipe