JP2007046390A - Gap closing device - Google Patents

Gap closing device Download PDF

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Publication number
JP2007046390A
JP2007046390A JP2005233567A JP2005233567A JP2007046390A JP 2007046390 A JP2007046390 A JP 2007046390A JP 2005233567 A JP2005233567 A JP 2005233567A JP 2005233567 A JP2005233567 A JP 2005233567A JP 2007046390 A JP2007046390 A JP 2007046390A
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Prior art keywords
tube body
gap
closing device
cuff
tube
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JP2005233567A
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JP5214845B2 (en
Inventor
Keiji Matsumoto
松本啓二
Koichiro Matsui
松井幸一郎
Koichi Hasuo
蓮尾孝一
Katsunori Takei
竹井克則
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Toyo Sangyo Co Ltd
Sumitomo Mitsui Construction Co Ltd
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Toyo Sangyo Co Ltd
Sumitomo Mitsui Construction Co Ltd
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Priority to JP2005233567A priority Critical patent/JP5214845B2/en
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a gap closing device excellent not only in adaptability and workability on a job site but also in versatility. <P>SOLUTION: Characteristically, this gap closing device is composed of a tube body 101, and the tube body 101 is formed in such a flat shape as to be insertable into a gap. <P>COPYRIGHT: (C)2007,JPO&INPIT

Description

本発明はコンクリート製の梁と柱の間の目地や梁の中間部の目地等の隙間にコンクリート等の固結材を充填するための隙間閉塞装置に関するものである。
The present invention relates to a gap closing device for filling a gap such as a joint between a concrete beam and a column or a joint at an intermediate portion of the beam with a solidified material such as concrete.

従来、この種の隙間にコンクリートやモルタル等の固結材を充填する場合は、目地の周辺を囲繞するように柱や梁の表面に型枠を配置し、これらの型枠の外方にパイプやバタ角を組み付けて拘束した後、隙間内に固結材を充填し、所定の養生期間を経過後、型枠を脱型している。
型枠は木製、又は金属製の平板からなり、現場の寸法に合わせて製作したものを使用する。
Conventionally, when filling this type of gap with a solidified material such as concrete or mortar, formwork is placed on the surface of columns and beams so as to surround the joints, and pipes are placed outside these formwork. After assembling and constraining the corner, the gap is filled with a caking material, and the mold is removed after a predetermined curing period.
The formwork is made of a flat plate made of wood or metal, and the one made according to the site size is used.

前記した平板状の型枠を使用した技術には次のような問題点があった。
<1>型枠を現場の寸法に応じて個別に製作するため、現場の寸法が異なると使用できず、型枠の転用が難しい。
<2>型枠の組立て及び解体作業に多くの手数がかかる。
<3>上記したように型枠コストと作業コストが嵩むため、施工コストも高くつくという問題がある。
The technique using the flat plate-shaped form described above has the following problems.
<1> Since the molds are individually manufactured according to the on-site dimensions, they cannot be used if the on-site dimensions are different, and the diversion of the form is difficult.
<2> A lot of work is required to assemble and dismantle the formwork.
<3> As described above, since the formwork cost and the work cost increase, there is a problem that the construction cost is high.

本発明は以上の点に鑑みてなされたもので、その目的とするところは、現場での対応性、作業性に優れると共に、転用性にも優れた隙間閉塞装置を提供することにある。
また、型枠の設置と脱型が容易な隙間閉塞装置を提供することにある。
The present invention has been made in view of the above points, and an object of the present invention is to provide a gap closing device that is excellent in on-site responsiveness and workability, and excellent in divertability.
It is another object of the present invention to provide a gap closing device that allows easy installation and removal of a mold.

上記の問題を解決するために、本願の第1発明は、相対向する既設コンクリート構造体の対向面間に形成された隙間内に固結材を充填する隙間閉塞装置であって、流体の供給及び排出により膨張及び収縮するチューブ体により構成し、前記隙間に挿入可能なように前記チューブ体を扁平状に形成したことを特徴とする、隙間閉塞装置である。   In order to solve the above problem, a first invention of the present application is a gap closing device for filling a gap in a gap formed between opposing faces of an existing concrete structure facing each other, and supplying a fluid And a tube body that expands and contracts by discharge, and the tube body is formed in a flat shape so that it can be inserted into the space.

本願の第2発明は、前記第1発明において、前記隙間に挿入可能なように前記チューブ体を折り曲げ可能に構成したことを特徴とする、隙間閉塞装置である。   A second invention of the present application is the gap closing device according to the first invention, wherein the tube body is configured to be foldable so as to be inserted into the gap.

本願の第3発明は、前記第2発明において、チューブ体にスライド自在に外装したカフスを具備し、チューブ体を挿入した前記カフス内にチューブ体の一方を挿入してチューブ体を重合させた状態で、チューブ体を膨張させてチューブ体を無端状に形成したことを特徴とする、隙間閉塞装置である。   The third invention of the present application is the above-mentioned second invention, comprising a cuff that is slidably mounted on the tube body, and the tube body is polymerized by inserting one of the tube bodies into the cuff into which the tube body is inserted Thus, the gap closing device is characterized in that the tube body is expanded to form an endless tube body.

本願の第4発明は、前記第1発明乃至第3発明の何れかににおいて、チューブ体の一部または全長に亘って、チューブ体の収縮時に内部に隙間を形成する通気スペーサを設けたことを特徴とする、隙間閉塞装置である。   According to a fourth invention of the present application, in any one of the first to third inventions, a ventilation spacer is provided that forms a gap inside the tube body when the tube body contracts over a part or the entire length of the tube body. This is a gap closing device.

本願の第5発明は、前記第1発明乃至第4発明の何れかににおいて、前記チューブ体の一部に逆止弁機能付きの給排口を形成したことを特徴とする、隙間閉塞装置である。
A fifth invention of the present application is the gap closing device according to any one of the first to fourth inventions, wherein a supply / discharge port with a check valve function is formed in a part of the tube body. is there.

(1)隙間閉塞装置をチューブ体、またはこれにカフスを加えて構成したため、隙間の輪郭の周長に対応した長さに調整できるだけでなく転用が可能となる。
さらに、扁平のチューブ体を隙間にセットするだけで型枠のセットが完了し、膨張したチューブ体の流体を排出するだけで脱型が完了する。
したがって、従来の平板製の型枠を用いる場合と比べて、型枠の転用性、組立性、脱型性の何れの面でも大幅な改善ができる。
(2)型枠の再利用が可能であることと、型枠の組立および脱型に要する労力と時間を大幅に短縮できて全体の施工コストを低減できる。
(3)扁平のチューブ体を折り曲げ可能に構成したことで、チューブ体を任意の平面形状に形成できるだけでなく、固結材の充填時のエア抜きと折曲部から固結材が漏出することで、固結材の充填状況を確認できる。
(4)チューブ体を扁平状態でセットするため、間隔の狭い隙間への設置が容易であるだけでなく、チューブ体の膨張圧力を既設コンクリート構造体への接面力に利用できて高いシール性を確保でき、またチューブ体の膨張圧力がチューブ体の抜け出し力として働くのを回避できる。
(5)チューブ体の内部に通気スペーサを設けたことにより折り曲げ箇所に隙間を確保できるから、チューブ体の全体に亘って均一な膨張圧力を作用させることができる。
(1) Since the gap closing device is configured by adding a tube body or cuffs to the gap body, the gap closing apparatus can be diverted as well as adjusted to a length corresponding to the circumferential length of the outline of the gap.
Furthermore, the setting of the formwork is completed only by setting the flat tube body in the gap, and the demolding is completed only by discharging the fluid of the expanded tube body.
Therefore, compared with the case where the conventional flat formwork is used, the diversion, assembly, and demoldability of the formwork can be greatly improved.
(2) Reuse of the formwork is possible, and the labor and time required for assembly and demolding of the formwork can be greatly reduced, and the overall construction cost can be reduced.
(3) By constructing the flat tube body so that it can be bent, the tube body can be formed into an arbitrary plane shape, and the caulking material leaks from the air vent and the bent portion when the caking material is filled. With this, the filling condition of the consolidated material can be confirmed.
(4) Since the tube body is set in a flat state, not only is it easy to install in a narrow gap, but also the expansion pressure of the tube body can be used for the surface contact force to the existing concrete structure and high sealing performance And the expansion pressure of the tube body can be prevented from acting as a pull-out force of the tube body.
(5) Since the air gap spacer is provided inside the tube body, a gap can be secured at the bent portion, so that uniform expansion pressure can be applied over the entire tube body.

以下、図面を参照しながら本発明の実施の形態について説明する。   Hereinafter, embodiments of the present invention will be described with reference to the drawings.

(1)隙間閉塞装置の概要
図1〜図5に本発明に係る隙間閉塞装置10の一例を示す。
隙間閉塞装置10は、チューブ体101とカフス102とより構成する。以降に各構成部材について詳述する
(1) Outline of Gap Closure Device FIGS. 1 to 5 show an example of a gap occlusion device 10 according to the present invention.
The gap closing device 10 includes a tube body 101 and a cuff 102. Hereinafter, each component will be described in detail.

(2)チューブ体
型枠機能を有するチューブ体101は両端を封鎖した筒体であって、その一部には、逆止弁機能付きの給排口103が設けられていて、この給排口103を通じて外部から気体、液体等の流体を供給することにより膨張し、また給排口103の逆止弁機構を開放して流体をチューブ体101外へ排出することで扁平状に収縮することが可能である。
本例では、チューブ体101は梁や柱等の既設コンクリート構造体2,3の対向面間に形成された隙間4の全周を閉鎖し得るように、チューブ体101の全長が隙間の輪郭の全周長より長く形成した場合について説明する。
またチューブ体101の膨張径は少なくとも隙間4の隙間幅より大きく、かつ隙間4内に挿入できるようにチューブ体101の収縮時の厚さは隙間4の隙間幅より小さくなるようにその肉厚が設定されている。
(2) Tube body The tube body 101 having a formwork function is a cylindrical body sealed at both ends, and a supply / exhaust port 103 with a check valve function is provided in a part of the tube body 101. 103 is expanded by supplying a fluid such as gas or liquid from the outside through 103, and the check valve mechanism of the supply / discharge port 103 is opened to discharge the fluid out of the tube body 101, thereby contracting into a flat shape. Is possible.
In this example, the entire length of the tube body 101 is the contour of the gap so that the tube body 101 can close the entire circumference of the gap 4 formed between the opposing surfaces of the existing concrete structures 2 and 3 such as beams and columns. The case where it is formed longer than the entire circumference will be described.
Further, the expansion diameter of the tube body 101 is at least larger than the gap width of the gap 4, and the thickness when the tube body 101 is contracted is smaller than the gap width of the gap 4 so that the tube body 101 can be inserted into the gap 4. Is set.

チューブ体101は、扁平状に潰すことが可能で、かつ折り曲げ可能な可撓性を有する素材で形成され、より好ましくは気密性に優れた非伸縮性の素材で形成されている。   The tube body 101 is formed of a flexible material that can be crushed flat and bendable, and is more preferably formed of a non-stretchable material having excellent airtightness.

チューブ体101の素材は、固結材と付着し難く剥離し易い素材で形成するとよく、例えば織布に樹脂をコーディングした耐久性に優れた公知の素材を使用可能である。また表面に公知の剥離材を塗布する場合もある。   The material of the tube body 101 may be formed of a material that does not easily adhere to the consolidated material and easily peels off. For example, a known material excellent in durability obtained by coding a resin on a woven fabric can be used. A known release material may be applied to the surface.

チューブ体101は、既設コンクリート構造体2,3の断面形状に合わせて予め形成しておいてもよいが、転用が利かない。
そこで本発明では、直線状を呈するチューブ体101を使用し、この途中の複数箇所を図1に示すように折り畳んだ折曲部104を形成することで、チューブ体101に任意の形状を付与するようにした。
The tube body 101 may be formed in advance in accordance with the cross-sectional shape of the existing concrete structures 2 and 3, but is not useful.
Therefore, in the present invention, the tube body 101 having a linear shape is used, and an arbitrary shape is imparted to the tube body 101 by forming a bent portion 104 that is folded at a plurality of locations in the middle as shown in FIG. I did it.

本例ではチューブ体101の四箇所を略直角に折り曲げて矩形の閉鎖形状を形成する場合を示すが、チューブ体101の折り曲げ角度と折り曲げ箇所を適宜選択することで、隙間の輪郭形状に沿った種々の封鎖形状を得ることが可能となる。   In this example, a case where a rectangular closed shape is formed by bending four locations of the tube body 101 at substantially right angles is shown, but by appropriately selecting the folding angle and the folding location of the tube body 101, the contour shape of the gap is met. It becomes possible to obtain various sealing shapes.

また、折曲部104ではチューブ体101が所定の交差角度を以って折り曲げられるため、折曲部104の上下部に段差が生じる。この段差は隙間4内にチューブ体101をセットして膨張させたとき、隙間4の内外を連通する微小な隙間を形成することになり、この微小な隙間を通じて固結材の隙間4内部への充填時の隙間4内からの空気抜きとして機能するだけでなく、固結材の充填確認にも役立つ。   Further, since the tube body 101 is bent at a predetermined crossing angle at the bent portion 104, a step is formed at the upper and lower portions of the bent portion 104. When the tube body 101 is set and expanded in the gap 4, this step forms a minute gap that communicates the inside and outside of the gap 4. Through this minute gap, the inside of the gap 4 of the consolidated material is formed. In addition to functioning as an air vent from the gap 4 at the time of filling, it is also useful for checking the filling of the consolidated material.

チューブ体101を折り曲げることで流体の流れが遮断される可能性がある。
そこで、図3に示すようにチューブ体101の内部に通気スペーサ105を設けて、収縮状態でチューブ体101を折り曲げた折曲部104の内部に通気用の隙間を確保して流体の流れを遮断せずにスムーズに通過するように形成する。
There is a possibility that the fluid flow is blocked by bending the tube body 101.
Therefore, as shown in FIG. 3, a ventilation spacer 105 is provided inside the tube body 101 to secure a clearance for ventilation inside the bent portion 104 where the tube body 101 is bent in a contracted state, thereby blocking the flow of fluid. It is formed so that it passes smoothly without.

通気スペーサ105は折り曲げ可能で塑性変形な金属線や釣り糸等の樹脂線等の別体の線材を収容することの他に、チューブ体101の内周面を長さ方向に沿って隆起させて一体に成形したものでもよい。
また通気スペーサ105はチューブ体101の全長に亘って連続的に形成することの他に、チューブ体101の内部の一部に部分的に形成してもよく、要はチューブ体101の少なくとも折曲部104の形成範囲に亘って通気スペーサ105が設けてあればよい。
In addition to accommodating a separate wire such as a plastic wire such as a metal wire or a fishing line that can be bent, the ventilation spacer 105 is integrally formed by raising the inner peripheral surface of the tube body 101 along the length direction. It may be formed into a shape.
In addition to continuously forming the ventilation spacer 105 over the entire length of the tube body 101, the ventilation spacer 105 may be partially formed in a part of the inside of the tube body 101. In short, at least the tube body 101 is bent. The ventilation spacer 105 should just be provided over the formation range of the part 104. FIG.

(3)カフス
カフス102は、チューブ体101の重合部を拘束して閉鎖形状に固定するための拘束部材で、チューブ体101に対してスライド自在に外装される。
本発明は従来の板状の型枠と異なり、チューブ体101の全長を隙間の周囲の全長に完全一致させる必要はなく、カフス102に対するチューブ体101のスライド量を適宜選択することで、閉鎖ループの全長、すなわち型枠の実質長を任意に設定することができる。
(3) Cuff Cuff 102 is a restraining member for restraining the overlapping portion of tube body 101 and fixing it in a closed shape, and is slidably mounted on tube body 101.
Unlike the conventional plate-shaped formwork, the present invention does not require the entire length of the tube body 101 to be completely coincident with the entire length around the gap, and by appropriately selecting the sliding amount of the tube body 101 with respect to the cuff 102, the closed loop The total length of the frame, that is, the substantial length of the mold can be arbitrarily set.

カフス102は、チューブ体101の尾端部107及び、チューブ体101の頭部106側を重合させた2つのチューブを挿入可能な大きさを有する筒体である。
カフス102は可撓性を有するが、大きな伸縮性は持たない。
カフス102に可撓性を与えことでカフス102自体がチューブ体101の膨張圧を受けて撓んで既設コンクリート構造体2,3の対向面への接着性が高まり、またカフス102が大きな伸縮性を持たせないことで、膨張時におけるチューブ体101の重合部の拘束効果が高まる。
The cuff 102 is a cylindrical body having a size capable of inserting two tubes obtained by superposing the tail end 107 of the tube body 101 and the head 106 side of the tube body 101.
The cuff 102 has flexibility, but does not have great stretchability.
By giving flexibility to the cuff 102, the cuff 102 itself receives the expansion pressure of the tube body 101 and bends to increase the adhesion to the opposing surfaces of the existing concrete structures 2 and 3, and the cuff 102 has a large stretchability. By not having it, the restraining effect of the overlapping portion of the tube body 101 at the time of expansion increases.

(4)隙間閉塞装置の使用方法
つぎに隙間閉塞装置10の使用方法について説明する。
封鎖予定の隙間4の輪郭長より全長の長いチューブ体101を準備し、図2に示すように扁平状態のチューブ体101の所定の箇所を折り曲げて折曲部104を形成しながら、既設コンクリート構造体2,3の対向面間に形成された隙間4内にチューブ体101を挿入する。
チューブ体101に折曲部104を形成して全体が扁平状を呈するため、隙間4が狭くとも、チューブ体101の設置作業を簡単に行える。
(4) Usage Method of Gap Closure Device Next, a usage method of the gap closure device 10 will be described.
An existing concrete structure is prepared by preparing a tube body 101 having an overall length longer than the contour length of the gap 4 to be sealed, and bending a predetermined portion of the tube body 101 in a flat state to form a bent portion 104 as shown in FIG. The tube body 101 is inserted into the gap 4 formed between the opposing surfaces of the bodies 2 and 3.
Since the bent part 104 is formed in the tube body 101 and the whole is flat, even if the gap 4 is narrow, the installation work of the tube body 101 can be easily performed.

全周に沿ってチューブ体101の大半を配置したら、チューブ体101の頭部側106側に外装したカフス102内に、チューブ体101の尾端部107を差し込み、カフス102も含めて隙間4に挿入する。
チューブ体101の給排口103を設けた頭部106側は隙間4の外方へ露出しておく。
When most of the tube body 101 is disposed along the entire circumference, the tail end portion 107 of the tube body 101 is inserted into the cuff 102 that is externally mounted on the head side 106 side of the tube body 101, and the gap 4 including the cuff 102 is inserted into the gap 4. insert.
The head 106 side of the tube body 101 where the supply / discharge port 103 is provided is exposed to the outside of the gap 4.

このように、カフス102に重合するように挿入したチューブ体101の一方または両方をスライドしてカフス102の外装位置を調整することで、隙間4の閉鎖予定の全長に応じて無端構造の隙間閉塞装置10の大きさを設定することが出来る。   In this way, by closing one or both of the tube bodies 101 inserted so as to overlap with the cuff 102 and adjusting the exterior position of the cuff 102, the gap closure of the endless structure according to the total length of the gap 4 scheduled to be closed The size of the device 10 can be set.

つぎに給排口103を通じてチューブ体101へ流体を供給して、チューブ体101を隙間4内で膨張させる。   Next, a fluid is supplied to the tube body 101 through the supply / discharge port 103, and the tube body 101 is expanded in the gap 4.

扁平状のチューブ体101の内部には通気スペーサ105が設けてあり、通気スペーサ105とチューブ体101の内周との間に隙間が確保されているので、この通気用の隙間を通じて折曲部104で流体の通過が可能となって、チューブ体101の全長に亘って一定の膨張圧力を作用させることが可能となる。
膨張したチューブ体101は、既設コンクリート構造体2,3の対向面に接面して隙間4の周囲を封鎖する。
また既設コンクリート構造体2,3の対向面に多少の凹凸があっても、チューブ体101の可撓性によりこれらの凹凸に追従して隙間4を封鎖できる。
A ventilation spacer 105 is provided inside the flat tube body 101, and a gap is secured between the ventilation spacer 105 and the inner periphery of the tube body 101. Therefore, the bent portion 104 is passed through the ventilation gap. Thus, the fluid can pass through, and a constant expansion pressure can be applied over the entire length of the tube body 101.
The expanded tube body 101 is in contact with the opposing surfaces of the existing concrete structures 2 and 3 and seals the periphery of the gap 4.
Moreover, even if there are some irregularities on the opposing surfaces of the existing concrete structures 2 and 3, the gap 4 can be sealed by following the irregularities due to the flexibility of the tube body 101.

チューブ体101を扁平状態で設置して膨張させるため、チューブ体101は図4の上下方向に大きく膨らむのに対して、左右方向への膨らみが小さくなる。
換言すれば、チューブ体101内の膨張圧力の大半を既設コンクリート構造体への接面力に利用できて高いシール性を確保できるうえに、チューブ体101の膨張圧力がチューブ体の抜け出し力として働くのを回避できるから、チューブ体101の外側に支保工のような飛び出し防止器具を設ける必要がない。
Since the tube body 101 is installed and expanded in a flat state, the tube body 101 swells greatly in the vertical direction in FIG. 4, whereas the bulge in the left-right direction is small.
In other words, most of the expansion pressure in the tube body 101 can be used for the surface-contacting force to the existing concrete structure to ensure high sealing performance, and the expansion pressure of the tube body 101 acts as a pull-out force of the tube body. Therefore, it is not necessary to provide a pop-out prevention device such as a support work outside the tube body 101.

また、折曲部104ではチューブ体101が所定の交差角度を以って折り曲げられるため、折曲部104の上下部に段差が生じる。この段差は隙間4内にチューブ体101をセットして膨張させたとき、隙間4の内外を連通する微小な隙間を形成することになり、この微小な隙間を通じて固結材の隙間4内部への充填時の隙間4内からの空気抜きとして機能するだけでなく、固結材の充填確認にも役立つ。   Further, since the tube body 101 is bent at a predetermined crossing angle at the bent portion 104, a step is formed at the upper and lower portions of the bent portion 104. When the tube body 101 is set and expanded in the gap 4, this step forms a minute gap that communicates the inside and outside of the gap 4. Through this minute gap, the inside of the gap 4 of the consolidated material is formed. In addition to functioning as an air vent from the gap 4 at the time of filling, it is also useful for checking the filling of the consolidated material.

図4に示すように、カフス102内に重合させたチューブ体101は、互にカフス102で膨張が拘束されるため固定される。
すなわち、チューブ体101の膨張圧力に比例してカフス102とチューブ体101との接面範囲の摩擦抵抗が高まる結果、チューブ体101の重合が固定されて、チューブ体101がカフス102から抜け出る心配がない。
As shown in FIG. 4, the tube bodies 101 polymerized in the cuff 102 are fixed because expansion is restrained by the cuff 102.
That is, as a result of increasing the frictional resistance in the contact surface range between the cuff 102 and the tube body 101 in proportion to the expansion pressure of the tube body 101, the polymerization of the tube body 101 is fixed and the tube body 101 may be pulled out of the cuff 102. Absent.

以上の簡単な操作で型枠のセットが完了する。
尚、チューブ体101は一度に膨張させずに、チューブ体101の全長を調整しながら段階的に膨張させることが望ましい。
The setting of the formwork is completed by the above simple operation.
The tube body 101 is desirably expanded stepwise while adjusting the overall length of the tube body 101 without expanding the tube body 101 at a time.

隙間閉塞装置10で閉鎖した隙間4内に固結材5を注入する。
固結材5の注入方法としては、例えば既設コンクリート構造体2,3に予め形成した注入孔を通じて注入する等、公知の注入形態を採用できる。
The consolidated material 5 is injected into the gap 4 closed by the gap closing device 10.
As a method for injecting the consolidated material 5, for example, a known injection form such as injecting into the existing concrete structures 2 and 3 through injection holes formed in advance can be adopted.

固結材5の注入作業中において、膨張させたチューブ体101の折曲部104の間に、閉塞した隙間4の内外を連通する微小な隙間が形成される。この微小な隙間を通じて隙間4内の空気が搾り出されるので、固結材5の充填がスムーズなものとなるだけでなく、隙間閉塞装置10で閉鎖した隙間4内に空気溜まりができるのを回避して隅々まで固結材5を充填できる。
さらに、チューブ体101の各折曲部104における微小な隙間を通じて固結材5の漏出を確認することで、固結材5の充填完了時期を判断する。
During the operation of injecting the consolidated material 5, a minute gap is formed between the bent portions 104 of the expanded tube body 101 to communicate the inside and outside of the closed gap 4. Since the air in the gap 4 is squeezed out through this minute gap, not only the filling of the consolidated material 5 becomes smooth, but also the accumulation of air in the gap 4 closed by the gap closing device 10 is avoided. Thus, the consolidated material 5 can be filled to every corner.
Furthermore, the completion time of filling of the consolidated material 5 is determined by confirming leakage of the consolidated material 5 through a minute gap in each bent portion 104 of the tube body 101.

本発明に係る隙間閉塞装置10は、チューブ体101の流体を排出してチューブ体101を萎ませて抜き取るだけの作業で脱型作業が完了する。
チューブ体101を萎ませることで、チューブ体101の重合部の固定を解除し、カフス102からチューブ体101の尾端部107を抜き取り、チューブ体101の一端を引き抜きだけで固結材5から剥離しながら抜き取ることができる。
抜き取ったチューブ体101はカフス102と共に、次の隙間4の処理に転用する。
In the gap closing device 10 according to the present invention, the demolding operation is completed only by discharging the fluid of the tube body 101 and wiping and extracting the tube body 101.
The tube body 101 is deflated to release the fixation of the overlapped portion of the tube body 101, the tail end portion 107 of the tube body 101 is removed from the cuff 102, and the tube body 101 is simply pulled out and peeled off from the consolidated material 5. Can be removed while.
The extracted tube body 101 is diverted to the next clearance 4 together with the cuff 102.

カフス102を省略し、チューブ体101のみで隙間閉塞装置10を構成する場合もある。
本例は図7に示すように、既設コンクリート構造体2,3の対向面間の隙間4内で、チューブ体101同士を交差させて配置するだけでよい。
In some cases, the cuff 102 is omitted, and the gap closing device 10 is configured only by the tube body 101.
In this example, as shown in FIG. 7, the tube bodies 101 need only be arranged so as to intersect each other within the gap 4 between the opposing surfaces of the existing concrete structures 2 and 3.

本例にあっては、カフス102に代わって既設コンクリート構造体2,3の対向面がチューブ体101の重合部の膨張を拘束することになる。
また本例では一本のチューブ体101の両端部近くを重ね合わせた場合を図示するが、複数のチューブ体101の端部近くを重ね合わせてもよいことは勿論である。
In this example, instead of the cuff 102, the opposing surfaces of the existing concrete structures 2 and 3 restrain the expansion of the overlapping portion of the tube body 101.
Further, in this example, the case where the ends of one tube body 101 are overlapped is illustrated, but it is needless to say that the ends of a plurality of tube bodies 101 may be overlapped.

本発明に係る隙間閉塞装置の斜視図The perspective view of the gap blocker concerning the present invention 隙間閉塞装置の平面図Plan view of gap closure device 図2のIII−IIIの断面図Sectional view of III-III in Fig. 2 膨張時における隙間閉塞装置の断面図Cross-sectional view of gap closure device during expansion 本発明の隙間閉塞装置のチューブ体内の芯線の説明図Explanatory drawing of the core wire in the tube body of the clearance gap obstruction | occlusion apparatus of this invention 本発明の隙間閉塞装置の第2実施例の説明図Explanatory drawing of 2nd Example of the gap blocker of this invention

符号の説明Explanation of symbols

10 隙間閉塞装置
101 チューブ体
102 カフス
103 給排口
104 折曲部
106 頭部
107 尾端部
2,3 既設コンクリート構造体
4 隙間
5 固結材
DESCRIPTION OF SYMBOLS 10 Clearance blocker 101 Tube body 102 Cuff 103 103 Supply / exhaust port 104 Bending part 106 Head part 107 End part 2, 3 Existing concrete structure 4 Crevice 5 Solidification material

Claims (5)

相対向する既設コンクリート構造体の対向面間に形成された隙間内に固結材を充填する隙間閉塞装置であって、
流体の供給及び排出により膨張及び収縮するチューブ体により構成し、
前記隙間に挿入可能なように前記チューブ体を扁平状に形成したことを特徴とする、
隙間閉塞装置。
A gap closing device that fills a solidified material in a gap formed between opposing faces of existing concrete structures facing each other,
Consists of a tube body that expands and contracts by supplying and discharging fluid,
The tube body is formed in a flat shape so that it can be inserted into the gap,
Gap closing device.
請求項1において、前記隙間に挿入可能なように前記チューブ体を折り曲げ可能に構成したことを特徴とする、隙間閉塞装置。   The gap closing device according to claim 1, wherein the tube body is configured to be foldable so that the tube body can be inserted into the gap. 請求項1または請求項2において、チューブ体にスライド自在に外装したカフスを具備し、チューブ体を挿入した前記カフス内にチューブ体の一方を挿入してチューブ体を重合させた状態で、チューブ体を膨張させてチューブ体を無端状に形成したことを特徴とする、隙間閉塞装置。   The tube body according to claim 1 or 2, wherein the tube body includes a cuff that is slidably mounted on the tube body, and the tube body is polymerized by inserting one of the tube bodies into the cuff into which the tube body is inserted. A gap closing device characterized in that the tube body is endlessly formed by expanding the tube. 請求項1乃至請求項3の何れかにおいて、チューブ体の内部の一部または全長に亘って、チューブ体の収縮時に内部に隙間を形成する通気スペーサを設けたことを特徴とする、隙間閉塞装置。   4. The gap closing device according to claim 1, further comprising a ventilation spacer that forms a gap inside the tube body when the tube body is contracted over a part or the entire length of the inside of the tube body. . 請求項1乃至4の何れかに記載の隙間閉塞装置において、前記チューブ体の一部に逆止弁機能付きの給排口を形成したことを特徴とする、隙間閉塞装置。
The gap blocker according to any one of claims 1 to 4, wherein a supply / exhaust port with a check valve function is formed in a part of the tube body.
JP2005233567A 2005-08-11 2005-08-11 Gap closing device Active JP5214845B2 (en)

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