JP3115686U - Gap closing device - Google Patents

Gap closing device Download PDF

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JP3115686U
JP3115686U JP2005006550U JP2005006550U JP3115686U JP 3115686 U JP3115686 U JP 3115686U JP 2005006550 U JP2005006550 U JP 2005006550U JP 2005006550 U JP2005006550 U JP 2005006550U JP 3115686 U JP3115686 U JP 3115686U
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tube body
flat tube
gap
closing device
cuff
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竹井克則
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トーヨー産業株式会社
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Abstract

【課題】 現場での作業性に優れ、転用性にも優れた隙間閉塞装置を提供すること。
【解決手段】 可撓性を有し、かつ非伸縮性の素材で形成した扁平チューブ体20とカフス30により構成し、扁平チューブ体20の一部に逆止弁付きの流体給排口を21設けると共に、扁平チューブ体20を折り返して折曲部22を形成した。
【選択図】 図1
PROBLEM TO BE SOLVED: To provide a gap closing device excellent in workability on site and excellent in divertability.
SOLUTION: A flat tube body 20 made of a flexible and non-stretchable material and a cuff 30 are formed, and a fluid supply / discharge port with a check valve is provided in a part of the flat tube body 20. While providing, the flat tube body 20 was folded back and the bending part 22 was formed.
[Selection] Figure 1

Description

本考案は相対向して配置した各種既設構造体の間の隙間内に固結材を充填して接合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 between gaps between various existing structures disposed opposite to each other and bonding them together.

プレキャスト製の梁と梁の間の隙間や、梁と柱の間の隙間に固結材を充填する場合、隙間の閉鎖方法が問題となる。
一般的な手法としては、隙間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型枠が解体しないようにパイプ材や角材等の支保材を組み付けると共に拘束具を取付けて拘束した後、隙間内に固結材を充填している。
その後、所定の養生期間を経過したら、拘束具や支保材を取り外した後に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している。
When filling a gap between a precast beam and a beam or between a beam and a column with a consolidated material, a method of closing the gap becomes a problem.
As a general method, formwork is placed on the surface of pillars and beams so as to surround the periphery of the gap, and support materials such as pipes and squares are provided so that the formwork is not disassembled outside these formwork After assembling and restraining by attaching a restraining tool, the gap is filled with a consolidated material.
Thereafter, when a predetermined curing period has passed, the mold is removed after removing the restraining tool and the supporting material.
The formwork consists of a flat plate made of wood or metal, and is manufactured according to the site dimensions.

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>既設構造体の接合部における対向面の形状が矩形等の様な単純形状である場合は問題が少ないが、対向面の形状が例えばT字形の如く複雑であると、各面毎に型枠を製作しなければならないことと、これら複数の型枠を押さえるための押え治具の設置と解体に多くの手数と時間が掛かるといった難点がある。
<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> There are few problems when the shape of the opposing surface at the joint portion of the existing structure is a simple shape such as a rectangle, but when the shape of the opposing surface is complicated, for example, T-shaped, There is a difficulty in that a mold must be manufactured and that it takes a lot of work and time to install and disassemble a holding jig for holding the plurality of molds.
<3> As described above, since the formwork cost and the work cost increase, there is a problem that the construction cost is high.

本考案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 having excellent on-site responsiveness and workability, and excellent 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考案は、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を封鎖する隙間閉塞装置であって、可撓性を有し、かつ非伸縮性の素材で形成した扁平チューブ体により構成し、前記扁平チューブ体の一部に逆止弁付きの流体給排口を設けると共に、前記扁平チューブ体を折り返して折曲部を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, the first device of the present application is a gap closing device that seals a gap formed between opposing surfaces of existing concrete structures facing each other, and has flexibility, and A flat tube body made of a non-stretchable material, a fluid supply / discharge port with a check valve provided in a part of the flat tube body, and a bent portion formed by folding the flat tube body This is a gap closing device.

本願の第2考案は、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を封鎖する隙間閉塞装置であって、可撓性を有し、かつ非伸縮性の素材で形成した扁平チューブ体と、前記扁平チューブ体を重合させて内挿可能なカフスとにより構成し、前記扁平チューブ体の一部に逆止弁付きの流体給排口を設けると共に、前記扁平チューブ体を折り返して折曲部を形成し、膨張させた扁平チューブ体の重合部をカフスで拘束して扁平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。   A second device of the present application is a gap closing device that seals a gap formed between opposing surfaces of opposing existing concrete structures, and is a flattening made of a flexible and non-stretchable material. A tube body and a cuff that can be inserted by superposing the flat tube body are provided, a fluid supply / discharge port with a check valve is provided in a part of the flat tube body, and the flat tube body is folded back. The gap closing device is characterized in that the bent tube portion is formed and the overlapped portion of the expanded flat tube body is constrained by a cuff to form the flat tube body in an endless shape.

本願の第3考案は、前記第2考案において、扁平チューブ体の内部に通気スペーサを形成したことを特徴とする、隙間閉塞装置である。   A third device of the present application is a gap closing device according to the second device, wherein a ventilation spacer is formed inside the flat tube body.

本願の第4考案は、前記第1考案乃至第3考案の何れかにおいて、前記扁平チューブ体の全長が既設構造体の隙間の輪郭の周長より長いことを特徴とする、隙間閉塞装置である。
A fourth device of the present application is the gap closing device according to any one of the first to third devices, wherein the entire length of the flat tube body is longer than the peripheral length of the contour of the gap of the existing structure. .

(1)隙間閉塞装置を扁平チューブ体、またはこれにカフスを加えて構成したため、隙間の長さ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、膨張した扁平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)扁平チューブ体を折り返して折曲部を形成することで、扁平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)扁平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、扁平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、また扁平チューブ体の膨張圧力が扁平チューブ体の抜け出し力として働くのを回避できる。
(5)扁平チューブ体の少なくとも折り曲げ範囲に亘って通気スペーサを形成したことにより、扁平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 flat tube body or a cuff to the flat tube body, the gap closing apparatus can be diverted as well as adjusted to a length corresponding to the length 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 flat 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 folding the flat tube body to form a bent portion, not only can the flat tube body be formed into an arbitrary planar shape, but also the air-releasing material during filling of the consolidated material and the consolidated material from the bent portion. By leaking, the filling condition of the consolidated material can be confirmed.
(4) Since the flat 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 flat tube body can be used for the contact force to the existing concrete structure. Sealability can be secured, and the expansion pressure of the flat tube body can be prevented from acting as a pulling force of the flat tube body.
(5) By forming the ventilation spacer over at least the bending range of the flat tube body, a uniform expansion pressure can be applied over the entire flat tube body.

以下、図面を参照しながら本考案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7に本考案に係る隙間閉塞装置10の一例を示す。
隙間閉塞装置10は、扁平チューブ体20と、扁平チューブ体20の重合部を拘束するためのカフス30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 7 show an example of a gap occlusion device 10 according to the present invention.
The gap closing device 10 includes a flat tube body 20 and a cuff 30 for restraining the overlapping portion of the flat tube body 20. Hereinafter, each component will be described in detail.

(2)扁平チューブ体
図1,2に示すように扁平チューブ体20は型枠機能を有する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21が設けられている。
この給排口21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21の逆止弁機構を開放して流体を扁平チューブ体20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。
(2) Flat tube body As shown in FIGS. 1 and 2, the flat tube body 20 is a cylindrical body that is sealed at both ends having a formwork function. Is provided.
The fluid is expanded by supplying a fluid such as gas or liquid from the outside through the supply / discharge port 21, and the check valve mechanism of the supply / discharge port 21 is opened to discharge the fluid out of the flat tube body 20. It is possible to shrink.

本例では、扁平チューブ体20は梁や柱等の既設構造体40A,40Bの対向面間に形成された隙間41の全周縁を閉鎖し得るように、扁平チューブ体20の全長が隙間の輪郭全長より長く形成した場合について説明する。
また扁平チューブ体20は膨張したときに既設構造体40A,40Bの対向面に接面できるように隙間41の隙間幅より大きく、かつ収縮状態の扁平チューブ体20の折曲部22を含めて隙間41内に挿入できるように隙間41の隙間幅より小さい厚さに設定されている。
In this example, the entire length of the flat tube body 20 is the contour of the gap so that the flat tube body 20 can close the entire periphery of the gap 41 formed between the opposing surfaces of the existing structures 40A and 40B such as beams and columns. The case where it forms longer than full length is demonstrated.
Further, the flat tube body 20 is larger than the gap width of the gap 41 and includes the bent portion 22 of the flat tube body 20 in a contracted state so that the flat tube body 20 can come into contact with the opposing surfaces of the existing structures 40A and 40B. The thickness is set to be smaller than the gap width of the gap 41 so that the gap 41 can be inserted into the gap 41.

扁平チューブ体20は、折り曲げ可能な可撓性を有し、かつ固結材と付着し難い気密性に優れた非伸縮性の素材で形成されている。
より好ましくは耐久性に優れた消防ホース地等公知の素材に樹脂をコーディングしたものを採用できる。また表面に公知の剥離材を塗布する場合もある。
The flat tube body 20 is formed of a non-stretchable material having flexibility that can be bent and having excellent airtightness that is difficult to adhere to the consolidated material.
More preferably, a material obtained by coding a resin on a known material such as a fire hose having excellent durability can be used. A known release material may be applied to the surface.

既設構造体40A,40Bの閉鎖形状と隙間長さに一致するように、予め扁平チューブ体20の内外周の長さに差を設けて形成しておくことも考えられるが、閉鎖形状と隙間の周長が異なったときに転用が利かない。また扁平チューブ体を自転車用チューブのように伸縮ゴムで構成すると、チューブが伸長して隙間から食み出して型枠機能を喪失する恐れがある。   Although it is conceivable that the inner and outer peripheral lengths of the flat tube body 20 are provided with a difference in advance so as to match the closed shape and gap length of the existing structures 40A and 40B, Diversion does not work when the circumference is different. Further, if the flat tube body is made of elastic rubber like a bicycle tube, the tube may extend and protrude from the gap to lose the formwork function.

そこで本考案では、全体形状が直線状を呈し、かつ非伸縮性の素材で形成した扁平チューブ体20を使用し、扁平チューブ体20の途中の複数箇所を図2に示すように折り返して折曲部22を形成することで任意の形状を付与するようにした。折曲部22の形成箇所と折り曲げ角度を適宜選択して隙間の閉鎖形状に合う形状に形成する。   Therefore, in the present invention, a flat tube body 20 having a linear shape as a whole and formed of a non-stretchable material is used, and a plurality of portions in the middle of the flat tube body 20 are folded back as shown in FIG. Arbitrary shapes were given by forming the portion 22. The formation part and the bending angle of the bent part 22 are appropriately selected to form a shape that matches the closed shape of the gap.

扁平チューブ体20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に示すように扁平チューブ体20の内部に通気スペーサ23を形成して、折曲部22の箇所で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 flat tube body 20.
Therefore, as shown in FIG. 3, a ventilation spacer 23 is formed inside the flat tube body 20 so as to pass smoothly without blocking the fluid flow at the bent portion 22.

通気スペーサ23は折り曲げ可能で塑性変形可能な金属線や釣り糸のような樹脂線等の別体の線材を収容することの他に、扁平チューブ体20の内周面の長さ方向に沿って隆起させて一体成形してもよい。
また通気スペーサ23は扁平チューブ体20内の全長に亘って連続して形成する形態の他に、部分的に形成してもよく、要は扁平チューブ体20の少なくとも折曲部22の形成範囲に亘って通気スペーサ23が形成してあればよい。
The ventilation spacer 23 bulges along the length of the inner peripheral surface of the flat tube body 20 in addition to accommodating a separate wire material such as a metal wire that can be bent and plastically deformable and a resin wire such as a fishing line. And may be integrally formed.
In addition, the ventilation spacer 23 may be partially formed in addition to the form continuously formed over the entire length in the flat tube body 20, and the point is that at least the bent portion 22 of the flat tube body 20 is formed. The ventilation spacer 23 should just be formed over it.

(3)カフス
カフス30は、扁平チューブ体20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、扁平チューブ体20に対してスライド自在に外装される。
本考案は従来の板状の型枠と異なり、扁平チューブ体20の全長を隙間の全長に完全一致させる必要はなく、カフス30に対する扁平チューブ体20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 30 is a restraining member for restraining the overlapping portion of the flat tube body 20 and fixing it in a closed shape, and is slidably mounted on the flat tube body 20.
Unlike the conventional plate-shaped formwork, the present invention does not require the entire length of the flat tube body 20 to completely match the entire length of the gap, and the closed loop can be selected by appropriately selecting the sliding amount of the flat tube body 20 with respect to the cuff 30. The total length of the frame, that is, the substantial length of the mold can be arbitrarily set.

カフス30は、扁平チューブ体20の尾端部25及び、扁平チューブ体20の頭部24側を重合させた2つのチューブを内挿可能な大きさを有する筒体である。
カフス30は可撓性を有するが、伸縮性は特に持たない。
カフス30に可撓性を与えことでカフス30自体が扁平チューブ体20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30が大きな伸縮性を持たせないことで、膨張時における扁平チューブ体20の重合部の拘束効果が高まる。
The cuff 30 is a cylindrical body having a size capable of inserting two tubes obtained by polymerizing the tail end portion 25 of the flat tube body 20 and the head 24 side of the flat tube body 20.
The cuff 30 has flexibility but does not have elasticity.
By giving the cuff 30 flexibility, the cuff 30 itself receives the expansion pressure of the flat tube body 20 and bends to increase the adhesion to the opposing surfaces of the existing concrete structures 2 and 3, and the cuff 30 has great elasticity. By not having, the restraining effect of the overlapping portion of the flat tube body 20 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。
図1に示すように封鎖予定の隙間41の輪郭長より全長の長い扁平チューブ体20を準備し、扁平状態の扁平チューブ体20の所定の箇所を折り曲げて折曲部22を形成しながら、既設構造体40A,40Bの隙間41内に挿入する。
(4) Usage Method of Gap Closure Device Next, a usage method of the gap closure device 10 will be described.
As shown in FIG. 1, a flat tube body 20 having a longer overall length than the contour length of the gap 41 to be sealed is prepared, and a predetermined portion of the flat tube body 20 in a flat state is bent to form a bent portion 22. It inserts in the clearance gap 41 of structure 40A, 40B.

全周に沿って扁平チューブ体20の大半を配置したら、扁平チューブ体20の頭部24側に外装したカフス30内に、扁平チューブ体20の尾端部25を差し込み、カフス30も隙間41に挿入する。
扁平チューブ体20の給排口21を設けた頭部24側は隙間41の外方へ露出しておく。
When most of the flat tube body 20 is disposed along the entire circumference, the tail end portion 25 of the flat tube body 20 is inserted into the cuff 30 that is externally mounted on the head 24 side of the flat tube body 20, and the cuff 30 is also placed in the gap 41. insert.
The head 24 side of the flat tube body 20 provided with the supply / discharge port 21 is exposed to the outside of the gap 41.

このように、カフス30に重合するように内挿した扁平チューブ体20の一方または両方をスライドしてカフス30の外装位置を調整することで、隙間の閉鎖全長に応じた長さに無端構造の隙間閉塞装置10の大きさに設定することが出来る。   Thus, by adjusting one or both of the flat tube bodies 20 inserted so as to overlap with the cuff 30 and adjusting the exterior position of the cuff 30, the endless structure has a length corresponding to the total closed length of the gap. The size of the gap closing device 10 can be set.

つぎに給排口21を通じて扁平チューブ体20へ流体を供給して、扁平チューブ体20を隙間41内で膨張させる(図5)。   Next, a fluid is supplied to the flat tube body 20 through the supply / discharge port 21, and the flat tube body 20 is expanded in the gap 41 (FIG. 5).

流体を排出して扁平状に収縮させた扁平チューブ体20の折曲部22の内部には通気スペーサ23が形成してあり、通気スペーサ23の設置した範囲は扁平チューブ体20の内部に隙間が確保されている。そのため、扁平チューブ体20に供給した流体は折折曲部22で円滑に通過して扁平チューブ体20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。
膨張した扁平チューブ体20は、既設構造体40A,40Bの対向面に接面して隙間41を封鎖する。
また既設構造体40A,40Bの対向面に多少の凹凸があっても、扁平チューブ体20の可撓性によりこれらの凹凸に追従して隙間41を封鎖できる。
A ventilation spacer 23 is formed inside the bent portion 22 of the flat tube body 20 that has been drained and contracted into a flat shape, and there is a gap in the flat tube body 20 in the range where the ventilation spacer 23 is installed. It is secured. Therefore, the fluid supplied to the flat tube body 20 can smoothly pass through the bent portion 22 to apply a constant expansion pressure over the entire length of the flat tube body 20.
The expanded flat tube body 20 is in contact with the opposing surfaces of the existing structures 40A and 40B and seals the gap 41.
Even if there are some irregularities on the opposing surfaces of the existing structures 40A and 40B, the gap 41 can be sealed by following the irregularities due to the flexibility of the flat tube body 20.

扁平チューブ体20を扁平にして設置して膨張させるため、扁平チューブ体20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、扁平チューブ体20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、扁平チューブ体20の膨張圧力が扁平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、扁平チューブ体20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 flat tube body 20 is installed flat and inflated, the flat tube body 20 swells greatly in the vertical direction of FIG. 4, whereas the bulge in the left-right direction is small.
In other words, most of the expansion pressure in the flat tube body 20 can be used for the contact force to the existing concrete structure to ensure high sealing performance, and the expansion pressure of the flat tube body 20 is pulled out of the flat tube body. Since it is possible to avoid working as a force, it is not necessary to provide a pop-out prevention device such as a support work outside the flat tube body 20.

図4に示すように、カフス30内に重合させた扁平チューブ体20は、互にカフス30で膨張が拘束されるため固定される。
すなわち、扁平チューブ体20の膨張圧力に比例してカフス30と扁平チューブ体20との接面範囲の摩擦抵抗が高まる結果、扁平チューブ体20の重合が固定されて、扁平チューブ体20がカフス30から抜け出る心配がない。
As shown in FIG. 4, the flat tube bodies 20 polymerized in the cuff 30 are fixed because expansion is restrained by the cuff 30.
That is, as a result of increasing the frictional resistance in the contact surface range between the cuff 30 and the flat tube body 20 in proportion to the expansion pressure of the flat tube body 20, the polymerization of the flat tube body 20 is fixed and the flat tube body 20 is fixed to the cuff 30. There is no worry about getting out of it.

以上の簡単な操作で型枠のセットが完了する。
尚、扁平チューブ体20は一度に膨張させずに、扁平チューブ体20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 flat tube body 20 is desirably expanded stepwise while adjusting the overall length of the flat tube body 20 without expanding the flat tube body 20 at a time.

隙間閉塞装置10で閉鎖した隙間41内に固結材50を注入する。
固結材50の注入方法としては、例えば既設構造体40A,40B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 50 is injected into the gap 41 closed by the gap closing device 10.
As a method for injecting the consolidated material 50, for example, a known injection form such as injection through injection holes formed in advance in the existing structures 40A and 40B can be adopted.

固結材5の注入作業中において、折曲部22では扁平チューブ体20が所定の交差角度を以って折り曲げられるため、折曲部22の上下部に段差が生じる。この段差は隙間41内に扁平チューブ体20をセットして膨張させたとき、隙間41の内外を連通する微小な隙間を形成する。
この微小な隙間を通じて固結材50の隙間41内部への充填時の隙間41内からの空気抜きとして機能するだけでなく、この微小な隙間を通じて隙間41内の空気が搾り出されて固結材5の充填がスムーズなものとなるだけでなく、空気だまりの形成を回避できる。固結材50の充填確認にも役立つ。
さらに、扁平チューブ体20の各折曲部22における微小な隙間を通じた固結材5の漏出を確認することで、固結材の充填完了時期を判断する。
During the pouring operation of the consolidated material 5, the flat tube body 20 is bent at a predetermined crossing angle at the bent portion 22, so that steps are formed at the upper and lower portions of the bent portion 22. When the flat tube body 20 is set in the gap 41 and inflated, the step forms a minute gap that communicates the inside and outside of the gap 41.
In addition to functioning as an air vent from the gap 41 when the inside of the gap 41 of the consolidated material 50 is filled through the minute gap, the air in the gap 41 is squeezed through the minute gap and the consolidated material 5 is extracted. In addition to the smooth filling, the formation of air pockets can be avoided. It is also useful for checking the filling of the consolidated material 50.
Furthermore, by confirming leakage of the consolidated material 5 through a minute gap in each bent portion 22 of the flat tube body 20, the completion time of filling of the consolidated material is determined.

本考案に係る隙間閉塞装置10は、扁平チューブ体20の流体を排出して扁平チューブ体20を萎ませて抜き取るだけの作業で脱型作業が完了する。
扁平チューブ体20を萎ませることで、扁平チューブ体20の重合部の固定を解除し、カフス30から扁平チューブ体20の尾端部25を抜き取り、扁平チューブ体20の一端を引っ張って固結材50から剥離させて撤去する。
撤去した扁平チューブ体20はカフス30と共に、次の隙間の処理に転用する。
In the gap closing device 10 according to the present invention, the demolding operation is completed by simply discharging the fluid of the flat tube body 20 to deflate and extract the flat tube body 20.
By wiping the flat tube body 20, the fixation of the overlapped portion of the flat tube body 20 is released, the tail end portion 25 of the flat tube body 20 is extracted from the cuff 30, and one end of the flat tube body 20 is pulled to be a consolidated material. Remove from 50 and remove.
The removed flat tube body 20 is diverted to the next clearance process together with the cuff 30.

カフス30を省略し、扁平チューブ体20のみで隙間閉塞装置10を構成する場合もある。
本例は図8に示すように、既設構造体40A,40B間の隙間41内で、扁平チューブ体20同士を交差させて配置するだけでよい。
The cuff 30 may be omitted, and the gap closing device 10 may be configured with only the flat tube body 20.
In this example, as shown in FIG. 8, the flat tube bodies 20 need only be arranged so as to intersect each other within the gap 41 between the existing structures 40 </ b> A and 40 </ b> B.

本例にあっては、カフス30に代わって既設構造体40A,40Bの対向面が扁平チューブ体20の重合部の膨張を拘束することになるので、カフス40を省略できる。   In this example, instead of the cuff 30, the facing surfaces of the existing structures 40 </ b> A and 40 </ b> B restrain the expansion of the overlapping portion of the flat tube body 20, so that the cuff 40 can be omitted.

また図9に示すように複数の扁平チューブ体20の端部近くを重ね合わせ、この重合部を既設構造体40A,40B間の隙間41内に配置してもよい。   Moreover, as shown in FIG. 9, the end portions of the plurality of flat tube bodies 20 may be overlapped, and this overlapping portion may be disposed in the gap 41 between the existing structures 40A and 40B.

本考案に係る隙間閉塞装置の斜視図Perspective view of gap closing device according to the present invention 隙間閉塞装置の平面図Plan view of gap closure device 扁平チューブ体の折曲部の斜視図Perspective view of bent part of flat tube body 隙間閉塞装置をセットした既設構造体の拡大断面図Expanded cross-sectional view of an existing structure with a gap closure device 扁平チューブ体の膨張時における既設構造体の拡大断面図Enlarged sectional view of the existing structure when the flat tube body is expanded 扁平チューブ体の膨張時におけるカフス位置における拡大断面図Enlarged sectional view at the cuff position when the flat tube body expands 図6におけるVII−VIIの断面図Sectional view of VII-VII in FIG. 第2実施例に係る扁平チューブ体の配置形態を示す説明図Explanatory drawing which shows the arrangement | positioning form of the flat tube body which concerns on 2nd Example. 第2実施例に係る扁平チューブ体の他の配置形態を示す説明図Explanatory drawing which shows the other arrangement | positioning form of the flat tube body which concerns on 2nd Example.

符号の説明Explanation of symbols

10・・・隙間閉塞装置
20・・・扁平チューブ体
21・・・給排口
22・・・折曲部
23・・・通気スペーサ
24・・・頭部
25・・・尾端部
30・・・カフス
40A,40B・・・既設構造体
41・・・隙間
50・・・固結材
DESCRIPTION OF SYMBOLS 10 ... Gap closing device 20 ... Flat tube body 21 ... Supply / exhaust port 22 ... Bending part 23 ... Ventilation spacer 24 ... Head 25 ... Tail end part 30 ...・ Cuffs 40A, 40B ... Existing structure 41 ... Gap 50 ... Consolidating material

Claims (4)

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を封鎖する隙間閉塞装置であって、
可撓性を有し、かつ非伸縮性の素材で形成した扁平チューブ体により構成し、
前記扁平チューブ体の一部に逆止弁付きの流体給排口を設けると共に、
前記扁平チューブ体を折り返して折曲部を形成したことを特徴とする、
隙間閉塞装置。
A gap closing device that seals a gap formed between opposing faces of an existing concrete structure facing each other,
It is composed of a flat tube body that is flexible and made of a non-stretchable material,
While providing a fluid supply / exhaust port with a check valve in a part of the flat tube body,
The flat tube body is folded to form a bent portion,
Gap closing device.
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を封鎖する隙間閉塞装置であって、
可撓性を有し、かつ非伸縮性の素材で形成した扁平チューブ体と、
前記扁平チューブ体を重合させて内挿可能なカフスとにより構成し、
前記扁平チューブ体の一部に逆止弁付きの流体給排口を設けると共に、
前記扁平チューブ体を折り返して折曲部を形成し、
膨張させた扁平チューブ体の重合部をカフスで拘束して扁平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。
A gap closing device that seals a gap formed between opposing faces of an existing concrete structure facing each other,
A flat tube body made of a flexible and non-stretchable material;
It is composed of cuffs that can be inserted by polymerizing the flat tube body,
While providing a fluid supply / exhaust port with a check valve in a part of the flat tube body,
Folding the flat tube body to form a bent portion,
A gap closing device, wherein the flat tube body is formed into an endless shape by constraining the overlapped portion of the expanded flat tube body with a cuff.
請求項2において、扁平チューブ体の内部に通気スペーサを形成したことを特徴とする、隙間閉塞装置。   The gap closing device according to claim 2, wherein a ventilation spacer is formed inside the flat tube body. 請求項1乃至3の何れかにおいて、前記扁平チューブ体の全長が既設構造体の隙間周長より長いことを特徴とする、隙間閉塞装置。
4. The gap closing device according to claim 1, wherein the entire length of the flat tube body is longer than the circumferential length of the gap of the existing structure.
JP2005006550U 2005-08-11 2005-08-11 Gap closing device Expired - Lifetime JP3115686U (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007046390A (en) * 2005-08-11 2007-02-22 Sumitomo Mitsui Construction Co Ltd Gap closing device

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007046390A (en) * 2005-08-11 2007-02-22 Sumitomo Mitsui Construction Co Ltd Gap closing device

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