JP2006233632A - Flexible cut-off joint and construction method - Google Patents

Flexible cut-off joint and construction method Download PDF

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JP2006233632A
JP2006233632A JP2005051383A JP2005051383A JP2006233632A JP 2006233632 A JP2006233632 A JP 2006233632A JP 2005051383 A JP2005051383 A JP 2005051383A JP 2005051383 A JP2005051383 A JP 2005051383A JP 2006233632 A JP2006233632 A JP 2006233632A
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joint
fixing
flexible waterproof
flexible
concrete
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JP4537225B2 (en
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Yoshinori Asanuma
吉則 浅沼
Shigeo Shimozawa
成夫 下澤
Takashi Konuma
敬士 小沼
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Seibu Polymer Corp
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Seibu Polymer Corp
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a flexible cut-off joint and its construction method by which preparation work before placing concrete upon construction of a structure by placing concrete can be carried out easily and in a short time. <P>SOLUTION: A fixing groove part 16 is formed in advance in one side of a joint part 14 of concrete structural bodies 12, 13 by die forming, and an insertion fixing part 21 of the joint 20 is inserted and fixed by means of bonding so that the preparation work before placing can be carried out easily and in a short time. A slit part 21c is formed in the insertion fixing part 21 in the intermediate part between the outside and inside, and metal plates 21b being plate-like bodies are provided on the inner and outer faces, by which insertion into the fixing groove part 16 can be carried out smoothly and a bonding strength is secured. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

この発明は、可撓止水継手およびその施工方法に関し、コンクリートを打ち継いで構築される、水路、水処理施設、海洋護岸、トンネル、共同溝などのコンクリート構造体の継手部の止水および相対変位を可能とする可撓止水継手の施工における準備作業を簡素化できるようにしたものである。   TECHNICAL FIELD The present invention relates to a flexible waterproof joint and a method for constructing the flexible waterproof joint, and the waterproof and relative of a joint part of a concrete structure such as a water channel, a water treatment facility, a marine revetment, a tunnel, and a common groove constructed by handing over concrete. The preparatory work in the construction of the flexible waterproof joint that enables the displacement can be simplified.

コンクリートを打ち継いで構築されるコンクリート構造体である水路や水槽あるいは共同溝等の地中に構築される暗渠などの壁部分の継手部には、内外を止水するとともにその両側のコンクリート構造体の温度変化等に起因する壁部分の伸縮等を許容する必要があり、止水板などの可撓止水継手が介設されている。   The joints of wall parts such as waterways, water tanks, or underground gutters built in the ground such as joint grooves, which are concrete structures constructed by passing concrete over, stop both inside and outside and the concrete structures on both sides It is necessary to allow expansion and contraction of the wall portion due to the temperature change of the water, and a flexible water stop joint such as a water stop plate is interposed.

このようなコンクリート構造体の継手部に介設する可撓止水継手としては、例えば特許文献1に開示された止水板1があり、図10(a)に示すように、中空部2の両端に複数本の係止凸条部3を備えて構成され、それぞれの端部の係止凸条部3を打設されるコンクリート内に埋設して固定するようにしている。   As a flexible water-stopping joint interposed in the joint portion of such a concrete structure, for example, there is a water-stop plate 1 disclosed in Patent Document 1, and as shown in FIG. A plurality of locking ridges 3 are provided at both ends, and the locking ridges 3 at the respective ends are embedded and fixed in the concrete to be placed.

また、共同溝などのコンクリート構造体用の可撓止水継手として、例えば特許文献2に開示された可撓ゴム継手6があり、図11(a)に示すように、略逆U字状の湾曲部7と、湾曲部7の両開口端間を一体的に接続して、湾曲部7を挟んで断面略V字状に固定される一対のフランジ部8とを備えて構成され、同図(b)に示すように、フランジ部8に取り付けたアンカーボルト9を打設するコンクリート内に埋設して固定するようにしている。
特開平9−105166号公報 特開2002−167789号公報
Moreover, as a flexible waterproof joint for concrete structures such as joint grooves, for example, there is a flexible rubber joint 6 disclosed in Patent Document 2, and as shown in FIG. The curved portion 7 and a pair of flange portions 8 that are integrally connected between the open ends of the curved portion 7 and are fixed in a substantially V-shaped cross section with the curved portion 7 interposed therebetween are configured. As shown in (b), the anchor bolt 9 attached to the flange portion 8 is buried and fixed in the concrete to be cast.
JP-A-9-105166 JP 2002-167789 A

ところが、このような特許文献1や特許文献2の可撓止水部材1,5では、コンクリートの打設前に、可撓止水部材1,5を所定の位置に保持する必要があり、特許文献1の止水板1の場合には、図10(b)に示すように、先行のコンクリート側の係止凸状部3を補強用の鉄筋4に吊り下げるようにするとともに、後でコンクリートに埋設される係止凸状部3を板材などの保持材5で保持する必要があり、コンクリート打設前の準備作業が大変であり、手間と時間がかかるという問題がある。   However, in such flexible water-stopping members 1 and 5 of Patent Document 1 and Patent Document 2, it is necessary to hold the flexible water-stopping members 1 and 5 in a predetermined position before placing concrete. In the case of the water stop plate 1 of the literature 1, as shown in FIG. 10 (b), the preceding protruding protrusion 3 on the concrete side is suspended from the reinforcing reinforcing bar 4, and the concrete is later It is necessary to hold the locking convex portion 3 embedded in the metal plate with a holding material 5 such as a plate material, so that preparation work before placing concrete is difficult, and there is a problem that it takes time and effort.

また、特許文献2の可撓ゴム継手6では、図11(b)に示すように、フランジ部8にアンカーボルト9を取り付けた状態でアンカーボルト9と鉄筋4とを継手10を介して溶接するとともに、一対のフランジ部8の外側に間隔保持材11を取り付けて角度を保持できるようにしており、この場合もコンクリート打設前の準備作業が大変であり、手間と時間がかかるという問題がある。   Moreover, in the flexible rubber joint 6 of patent document 2, as shown in FIG.11 (b), the anchor bolt 9 and the reinforcing bar 4 are welded via the joint 10 in the state which attached the anchor bolt 9 to the flange part 8. FIG. At the same time, the angle holding member 11 is attached to the outside of the pair of flange portions 8 so that the angle can be maintained. In this case as well, preparation work before placing the concrete is difficult, and there is a problem that it takes time and effort. .

この発明は、かかる従来技術の問題に鑑みてなされたものであって、コンクリートを打ち継いで構造体を構築する場合のコンクリート打設前の準備作業を簡単かつ短時間に行うことができる可撓止水継手およびその施工方法を提供しようとするものである。   The present invention has been made in view of the problems of the prior art, and can flexibly perform a preparatory work before placing concrete in a short time in the case of constructing a structure by casting concrete. It is an object of the present invention to provide a waterproof joint and a construction method thereof.

上記課題を解決するためこの発明の請求項1記載の可撓止水継手は、コンクリートを打ち継いで構築されるコンクリート構造体の継手部に設けられて内外の止水および当該継手部の相対変位を可能とする可撓止水継手であって、前記コンクリート構造体の前記継手部の一方に設けられた固定用溝部に挿入固定される挿入固定部と、前記コンクリート構造体の前記継手部の他方の打設によって埋設固定される打設固定部と、一端部に前記挿入固定部が連結されるとともに、他端部に前記打設固定部が連結され止水および相対変位を可能とする伸縮部とを備え、前記挿入固定部は、内外中間部にスリット部を有するとともに、内外面それぞれに前記固定用溝部に接着される板状体が取り付けられ、前記打設固定部は、固定強度を高める突起部を有してなることを特徴とするものである。   In order to solve the above-mentioned problems, a flexible waterproof joint according to claim 1 of the present invention is provided in a joint part of a concrete structure constructed by piercing concrete, and is used for water stop inside and outside and relative displacement of the joint part. A flexible water-stop joint that can be inserted into a fixing groove provided on one of the joint portions of the concrete structure, and the other of the joint portions of the concrete structure. A cast-and-fixed portion that is buried and fixed by the placement of the guide, and a telescopic portion that is connected to the insertion-fixed portion at one end and is connected to the other end to allow water stop and relative displacement The insertion fixing part has a slit part in the inner and outer intermediate parts, and a plate-like body bonded to the fixing groove part is attached to each of the inner and outer surfaces, and the placement fixing part increases the fixing strength. Has protrusion Be Te is characterized in.

この可撓止水継手によれば、コンクリート構造体の継手部の一方には、コンクリートの打設によって埋設固定せずに固定用溝部を型成形しておき、継手の一端部の挿入固定部を固定用溝部に挿入して接着固定するようにしており、打設前の準備作業を簡単かつ短時間にできるようにしている。そして、挿入固定部の内外中間部にスリット部を設けるとともに、内外面に設けた金属プレート、硬質樹脂板などの板状体で固定用溝部への挿入を円滑にできるようにし、接着強度を確保できるようにしている。   According to this flexible waterproof joint, one of the joint portions of the concrete structure is molded with a fixing groove portion without being embedded and fixed by placing concrete, and an insertion fixing portion at one end portion of the joint is formed. It is inserted into the fixing groove and bonded and fixed, so that the preparatory work before placing can be performed easily and in a short time. In addition to providing slits in the inner and outer intermediate parts of the insertion and fixing part, it is possible to smoothly insert into the fixing groove part with a plate-like body such as a metal plate or hard resin plate provided on the inner and outer surfaces, ensuring adhesive strength I can do it.

また、この発明の請求項2記載の可撓止水継手は、請求項1記載の構成に加え、前記挿入固定部の前記スリット部に連通させて接着剤注入路を設けてなることを特徴とするものである。   According to a second aspect of the present invention, in addition to the structure of the first aspect, the flexible waterproof joint is provided with an adhesive injection path in communication with the slit portion of the insertion fixing portion. To do.

この可撓止水継手によれば、挿入固定部のスリット部に連通させて設けた接着剤注入路から接着剤を注入して固定用溝部に接着でき、接着剤の充填を容易にできるようにしている。   According to this flexible waterproof joint, the adhesive can be injected from the adhesive injection path provided in communication with the slit portion of the insertion fixing portion and adhered to the fixing groove portion, so that the adhesive can be easily filled. ing.

さらに、この発明の請求項3記載の可撓止水継手は、請求項1記載の構成に加え、前記挿入固定部の前記スリット部に接着剤を挟持させてなることを特徴とするものである。   Furthermore, the flexible waterproof joint according to claim 3 of the present invention is characterized in that, in addition to the configuration according to claim 1, an adhesive is sandwiched between the slit portions of the insertion fixing portion. .

この可撓止水継手によれば、挿入固定部のスリット部に予め接着剤を挟み込んでおくことで、固定用溝部への挿入によって接着剤を押し出すようにでき、現場での接着作業も一層簡単にできるようになる。   According to this flexible waterproof joint, it is possible to extrude the adhesive by inserting it into the fixing groove portion by sandwiching the adhesive in advance in the slit portion of the insertion fixing portion, and the bonding work on site is further simplified. To be able to.

また、この発明の請求項4記載の可撓止水継手は、請求項1〜3のいずれかに記載の構成に加え、前記挿入固定部の基端部に、前記継手部の端面に当接接着される当接接着部を設けてなることを特徴とするものである。   According to a fourth aspect of the present invention, in addition to the structure according to any one of the first to third aspects, the flexible waterproof joint is in contact with the end surface of the joint portion at the proximal end portion of the insertion fixing portion. It is characterized in that an abutting adhesive part to be adhered is provided.

この可撓止水継手によれば、挿入固定部の基端部に設けた当接接着部を継手部の端面に当接接着することで、一層強固に固定できるようにしている。   According to this flexible waterproof joint, the contact bonding portion provided at the base end portion of the insertion fixing portion is contacted and bonded to the end surface of the joint portion, so that it can be fixed more firmly.

さらに、この発明の請求項5記載の可撓止水継手は、請求項1〜4のいずれかに記載の構成に加え、前記板状体を、前記挿入固定部より突出させて設けたことを特徴とするものである。   Furthermore, in addition to the structure in any one of Claims 1-4, the flexible waterproof joint of Claim 5 of this invention provided that the said plate-shaped body was protruded from the said insertion fixing | fixed part. It is a feature.

この可撓止水継手によれば、金属プレート、硬質樹脂板などの板状体を挿入固定部より突出させることで、板状体を接着剤の充填空間である固定用溝部内に突き出させて接着強度を向上するようにしている。   According to this flexible waterproof joint, by projecting a plate-like body such as a metal plate or a hard resin plate from the insertion fixing portion, the plate-like body is protruded into the fixing groove which is an adhesive filling space. The adhesive strength is improved.

また、この発明の請求項6記載の可撓止水継手は、請求項1〜5のいずれかに記載の構成に加え、前記伸縮部は、板状伸縮部あるいは前記一端部側へ湾曲した湾曲部を備える板状伸縮部で構成されてなることを特徴とするものである。   Moreover, in addition to the structure in any one of Claims 1-5, the flexible waterproof joint of Claim 6 of this invention is a curve which the said expansion-contraction part curved to the plate-shaped expansion-contraction part or the said one end part side. It is comprised by the plate-shaped expansion-contraction part provided with a part, It is characterized by the above-mentioned.

この可撓止水継手によれば、伸縮部は、板状伸縮部あるいは一端部側へ湾曲した湾曲部を備える板状伸縮部で構成してあり、先に打設したコンクリートの端面に(外側用)目地材を介し、あるいは直接板状伸縮部を当てるようにし、止水および相対変位を可能とするようにしている。   According to this flexible waterproof joint, the expansion / contraction part is composed of a plate-shaped expansion / contraction part or a plate-shaped expansion / contraction part having a curved portion curved toward one end, and is placed on the end surface of the concrete placed first (outside For this purpose, the plate-shaped expansion / contraction part is applied directly through the joint material, so that water stop and relative displacement are possible.

さらに、この発明の請求項7記載の可撓止水継手は、請求項1〜5のいずれかに記載の構成に加え、前記伸縮部を、中空状に形成してなることを特徴とするものである。   Furthermore, the flexible water-stop joint according to claim 7 of the present invention is characterized in that, in addition to the structure according to any one of claims 1 to 5, the stretchable part is formed in a hollow shape. It is.

この可撓止水継手によれば、伸縮部に中空状を形成するようにしており、これまでの止水板と同様の止水性能および相対変位を確保しながらコンクリート打設前の準備作業を簡単かつ短時間にできるようにしている。   According to this flexible waterproof joint, a hollow shape is formed in the expansion / contraction part, and preparatory work before placing concrete is ensured while ensuring the same waterproof performance and relative displacement as the conventional waterproof plate. It is easy and can be done in a short time.

また、この発明の請求項8記載の可撓止水継手は、請求項1〜7のいずれかに記載の構成に加え、前記打設固定部は、前記コンクリート構造体の前記継手部の他方の端面および側面に接着される端面固定部および側面シール部を備える一方、この側面シール部の内側にブチルシートを設けてなることを特徴とするものである。   Moreover, in addition to the structure in any one of Claims 1-7, as for the flexible water-stopping joint of Claim 8 of this invention, the said placement fixing | fixed part is the other of the said joint part of the said concrete structure. While having an end surface fixing portion and a side surface seal portion bonded to the end surface and the side surface, a butyl sheet is provided inside the side surface seal portion.

この可撓止水継手によれば、打設固定部を、コンクリート構造体の継手部の他方の端面および側面に接着される端面固定部および側面シール部を備え、この側面シール部の内側にブチルシートを設けて構成してあり、後で打設されるコンクリートの端面に端面固定部を、側面に側面シール部とその内側のブチルシートをそれぞれ一体化させるようにし、打設固定部の埋設固定を強固にし、止水および相対変位を可能とするようにしている。   According to this flexible water-stopping joint, the placement fixing part is provided with an end face fixing part and a side seal part bonded to the other end face and side face of the joint part of the concrete structure, and butyl is provided inside the side seal part. It is configured by providing a sheet, and the end face fixing part is integrated with the end face of concrete to be placed later, and the side seal part and the butyl sheet inside thereof are integrated on the side face, so that the anchoring part of the placement fixing part is fixed. To ensure water stopping and relative displacement.

また、この発明の請求項9記載の可撓止水継手の施工方法は、コンクリートを打ち継いで構築されるコンクリート構造体の継手部の内外の止水および当該継手部の相対変位を可能とする可撓止水継手を施工するに際し、前記コンクリート構造体の前記継手部の一方に溝型枠を用いて固定用溝部を形成した後、この固定用溝部に前記請求項1〜8のいずれかに記載の可撓止水継手の前記挿入固定部を挿入・接着するとともに、前記当接接着部を接着し、次いで当該可撓止水継手より少なくとも内側の継手部の端面に内側用目地材を部分接着したのち、前記コンクリート構造体の前記継手部の他方を打設構築して前記打設固定部を埋設固定するようにしたことを特徴とするものである。   Moreover, the construction method of the flexible water-stopping joint according to claim 9 of the present invention enables the water stop inside and outside the joint portion of the concrete structure constructed by passing concrete and the relative displacement of the joint portion. In constructing a flexible waterproof joint, a fixing groove is formed on one of the joints of the concrete structure using a groove mold, and then the fixing groove is provided with any one of claims 1 to 8. The insertion fixing portion of the flexible waterproof joint described in the above is inserted and bonded, the abutting adhesive portion is bonded, and then an inner joint material is partially provided on an end surface of the joint portion at least inside the flexible waterproof joint After bonding, the other of the joint portions of the concrete structure is placed and constructed so that the placement fixing portion is buried and fixed.

この可撓止水継手の施工方法によれば、可撓止水継手を施工するに際し、先に打設するコンクリート構造体の継手部に溝型枠を用いて固定用溝部を形成しておき、この固定用溝部に可撓止水継手の挿入固定部を挿入・接着するとともに、固定用溝部の外側の継手部の端面の内外に当接接着部を接着することで、一方側の施工ができ、次いで可撓止水継手より少なくとも内側の継手部の端面に内側用目地材を部分接着したのち、後で打設するコンクリート構造体の他方の継手部に打設固定部を埋設固定することで継手部への施工ができ、これまでの打設前の準備作業に比べ大幅に簡素化し、短時間に準備を完了できるようになる。   According to the construction method of the flexible water-stopping joint, when the flexible water-stopping joint is constructed, the fixing groove portion is formed using the groove mold in the joint portion of the concrete structure to be placed first, By inserting and bonding the insertion and fixing part of the flexible waterproof joint into this fixing groove part, one side can be constructed by bonding the contact adhesive part inside and outside the end face of the joint part outside the fixing groove part. Then, after partially bonding the inner joint material to the end face of the joint portion at least inside the flexible waterproof joint, the placement fixing portion is embedded and fixed in the other joint portion of the concrete structure to be placed later. Construction on the joint can be performed, which is greatly simplified compared with the preparatory work prior to placement so far, and preparation can be completed in a short time.

さらに、この発明の請求項10記載の可撓止水継手の施工方法は、請求項9に記載の構成に加え、前記固定用溝部に前記可撓止水継手の前記挿入固定部を挿入・接着したのち、当該可撓止水継手の前記伸縮部を当該挿入固定部の外側の前記継手部に部分接着、若しくは当該挿入固定部の外側の前記継手部に接着した外側用目地材に部分接着するとともに、当該挿入固定部の内側に当該継手部の目地間隔より厚い中央用目地材を部分接着して施工するようにしたことを特徴とするものである。   Furthermore, the construction method of the flexible water-stopping joint according to claim 10 of the present invention, in addition to the configuration according to claim 9, inserts and bonds the insertion fixing portion of the flexible water-stopping joint into the fixing groove portion. After that, the stretchable part of the flexible waterproof joint is partly bonded to the joint part outside the insertion fixing part, or partly bonded to the outer joint material bonded to the joint part outside the insertion fixing part. At the same time, the center joint material thicker than the joint spacing of the joint portion is partially adhered to the inside of the insertion fixing portion.

この可撓止水継手の施工方法によれば、固定用溝部に前記可撓止水継手の前記挿入固定部を挿入・接着したのち、当該可撓止水継手の前記伸縮部を当該挿入固定部の外側の前記継手部に部分接着、若しくは当該挿入固定部の外側の前記継手部に接着した外側用目地材に部分接着するとともに、当該挿入固定部の内側に当該継手部の目地間隔より厚い中央用目地材を部分接着して施工するようにしており、外側用目地材および中央用目地材を介在させることで、止水性の向上と相対変位による継手の損傷などを防止するようにしている。   According to the construction method of the flexible waterproof joint, after inserting and bonding the insertion fixing portion of the flexible waterproof joint to the fixing groove, the expansion and contraction portion of the flexible waterproof joint is inserted into the insertion fixing portion. A center that is partially bonded to the joint portion outside the joint, or partially bonded to an outer joint material bonded to the joint portion outside the insertion fixing portion, and thicker than the joint interval of the joint portion inside the insertion fixing portion The joint material is applied with partial bonding, and the joint material for the outside and the joint material for the center are interposed so as to prevent water damage and damage to the joint due to relative displacement.

この発明の請求項1記載の可撓止水継手によれば、コンクリート構造体の継手部の一方には、コンクリートの打設によって埋設固定せずに固定用溝部を型成形しておき、継手の一端部に形成した挿入固定部を固定用溝部に挿入して接着固定するようにしたので、打設後に固定用溝に挿入すれば良く、打設前の準備作業を大幅に簡素化し、短時間に施工することができる。そして、挿入固定部の内外中間部にスリット部を設けるとともに、内外面に金属プレート、硬質樹脂板などの板状体を設けたので、固定用溝部への挿入を円滑に行うことができるとともに、金属プレートなどの板状体を介在させることで、接着強度を確保することができる。   According to the flexible waterproof joint according to claim 1 of the present invention, a fixing groove portion is molded in one of the joint portions of the concrete structure without being embedded and fixed by placing concrete, Since the insertion fixing part formed at one end is inserted into the fixing groove and bonded and fixed, it only needs to be inserted into the fixing groove after placing, and the preparation work before placing is greatly simplified and shortened. Can be constructed. And while providing a slit part in the inner and outer intermediate part of the insertion fixing part and providing a plate-like body such as a metal plate and a hard resin plate on the inner and outer surfaces, it can be smoothly inserted into the fixing groove part, Adhesive strength can be ensured by interposing a plate-like body such as a metal plate.

また、この発明の請求項2記載の可撓止水継手によれば、挿入固定部のスリット部に連通させて接着剤注入路を設けたので、接着剤注入路から接着剤を注入して固定用溝部に接着でき、接着剤の充填を簡単に行うことができる。   Further, according to the flexible waterproof joint according to claim 2 of the present invention, since the adhesive injection path is provided in communication with the slit portion of the insertion fixing section, the adhesive is injected and fixed from the adhesive injection path. It can be adhered to the groove portion and can be easily filled with the adhesive.

さらに、この発明の請求項3記載の可撓止水継手によれば、挿入固定部のスリット部に予め接着剤を挟み込んでおくようにしたので、固定用溝部への挿入によって挟んである接着剤を押し出すようにでき、現場での接着作業も一層簡単に行うことができる。   Furthermore, according to the flexible waterproof joint according to claim 3 of the present invention, since the adhesive is previously sandwiched in the slit portion of the insertion fixing portion, the adhesive sandwiched by the insertion into the fixing groove portion Can be pushed out, and on-site bonding can be performed more easily.

また、この発明の請求項4記載の可撓止水継手によれば、挿入固定部の基端部に設けた当接接着部を継手部の端面に当接接着するようにしたので、挿入固定部を一層強固に固定することができる。   Further, according to the flexible waterproof joint according to claim 4 of the present invention, the contact adhesive portion provided at the base end portion of the insertion fixing portion is contacted and bonded to the end surface of the joint portion. The part can be fixed more firmly.

さらに、この発明の請求項5記載の可撓止水継手によれば、金属プレート、硬質樹脂板などの板状体を挿入固定部より突出させたので、金属プレートなどの板状体を接着剤の充填空間である固定用溝部内に突き出させて接着強度を向上することができる。   Furthermore, according to the flexible waterproof joint according to claim 5 of the present invention, since the plate-like body such as the metal plate or the hard resin plate is protruded from the insertion fixing portion, the plate-like body such as the metal plate is bonded to the adhesive. The adhesive strength can be improved by projecting into the fixing groove which is the filling space.

また、この発明の請求項6記載の可撓止水継手によれば、伸縮部は、板状伸縮部あるいは一端部側へ湾曲した湾曲部を備える板状伸縮部で構成したので、先に打設したコンクリートの端面に目地材を介し、あるいは直接板状伸縮部を当てることができ、止水および相対変位を可能にすることができる。   According to the flexible waterproof joint of claim 6 of the present invention, the expansion / contraction part is constituted by the plate-type expansion / contraction part or the plate-type expansion / contraction part provided with the curved portion curved toward the one end side. A plate-like stretchable part can be applied to the end face of the provided concrete via a joint material or directly, and water stop and relative displacement can be made possible.

さらに、この発明の請求項7記載の可撓止水継手によれば、伸縮部に中空状を形成するようにしたので、これまでの止水板と同様の止水性能および相対変位を可能としながらコンクリート打設前の準備作業を簡単かつ短時間に行うことができる。   Further, according to the flexible waterproof joint according to claim 7 of the present invention, since the expansion / contraction part is formed with a hollow shape, the same waterproof performance and relative displacement as the conventional waterproofing plate can be realized. However, preparatory work before placing concrete can be performed easily and in a short time.

また、この発明の請求項8記載の可撓止水継手によれば、打設固定部を、コンクリート構造体の継手部の他方の端面および側面に接着される端面固定部および側面シール部を備え、この側面シール部の内側にブチルシートを設けて構成したので、後で打設されるコンクリートの端面に端面固定部を、側面に側面シール部とその内側のブチルシートをそれぞれ一体化させることができ、打設固定部の埋設固定を強固にできるとともに、止水および相対変位を可能にすることができる。   Moreover, according to the flexible water-stop joint according to claim 8 of the present invention, the placement fixing portion includes the end surface fixing portion and the side surface sealing portion bonded to the other end surface and the side surface of the joint portion of the concrete structure. Since the butyl sheet is provided inside the side seal portion, the end face fixing portion can be integrated with the end surface of concrete to be placed later, and the side seal portion and the butyl sheet inside thereof can be integrated with the side surface. In addition, the embedding and fixing of the placement fixing portion can be strengthened, and water stopping and relative displacement can be achieved.

また、この発明の請求項9記載の可撓止水継手の施工方法によれば、可撓止水継手を施工するに際し、先に打設するコンクリート構造体の継手部に溝型枠を用いて固定用溝部を形成しておき、この固定用溝部に可撓止水継手の挿入固定部を挿入・接着するとともに、固定用溝部の外側の継手部の端面の内外に当接接着部を接着するようにしたので、一方側の施工が簡単かつ短時間にでき、次いで可撓止水継手より少なくとも内側の継手部の端面に内側用目地材を部分接着したのち、後で打設するコンクリート構造体の他方の継手部に打設固定部を埋設固定するようにしたので、他方の継手部への施工が簡単にでき、これまでの打設前の準備作業に比べ大幅に簡素化し、短時間に準備を完了することができる。   Moreover, according to the construction method of the flexible waterproof joint according to claim 9 of the present invention, when constructing the flexible waterproof joint, the groove mold is used for the joint portion of the concrete structure to be placed first. A fixing groove portion is formed, and an insertion fixing portion of a flexible waterproof joint is inserted into and bonded to the fixing groove portion, and an abutting adhesive portion is bonded to the inside and outside of the end surface of the joint portion outside the fixing groove portion. As a result, the construction on one side can be done easily and in a short time, and then the inner joint material is partially bonded to the end face of the joint at least on the inner side of the flexible waterproof joint, and then the concrete structure is placed later. Since the placement fixing part is embedded and fixed to the other joint part, the construction to the other joint part can be easily performed, and it is greatly simplified compared to the preparatory work prior to placement so far, and in a short time. You can complete the preparation.

さらに、この発明の請求項10記載の可撓止水継手の施工方法によれば、固定用溝部に前記可撓止水継手の前記挿入固定部を挿入・接着したのち、当該可撓止水継手の前記伸縮部を当該挿入固定部の外側の前記継手部に部分接着、若しくは当該挿入固定部の外側の前記継手部に接着した外側用目地材に部分接着するとともに、当該挿入固定部の内側に当該継手部の目地間隔より厚い中央用目地材を部分接着して施工するようにしたので、外側用目地材および中央用目地材を介在させることで、止水性の向上と変位のための空間とクッション性で相対変位による継手の損傷などを防止することができる。   Furthermore, according to the construction method of the flexible waterproof joint according to claim 10 of the present invention, after inserting and bonding the insertion fixing portion of the flexible waterproof joint into the fixing groove, the flexible waterproof joint The expansion / contraction portion is partially bonded to the joint portion outside the insertion fixing portion, or partially bonded to the outer joint material bonded to the joint portion outside the insertion fixing portion, and inside the insertion fixing portion. Since the joint material for the center that is thicker than the joint space of the joint part is partially bonded, the outer joint material and the joint material for the center are interposed, so that a space for improving water stoppage and displacement Cushioning can prevent joint damage due to relative displacement.

以下、この発明の実施の形態について、図面に基づき詳細に説明する。
図1〜図3はこの発明の可撓止水継手の一実施の形態にかかり、図1はこの発明の可撓止水継手が適用されるコンクリート構造体の概略斜視図、図2は可撓止水継手の施工後の取付状態の横断面図、図3はそれぞれ可撓止水継手の部分横断面図である。
Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings.
1 to 3 relate to an embodiment of the flexible water-stop joint of the present invention, FIG. 1 is a schematic perspective view of a concrete structure to which the flexible water-stop joint of the present invention is applied, and FIG. FIG. 3 is a partial cross-sectional view of the flexible water-stopping joint, and FIG. 3 is a cross-sectional view of the mounted state after the construction of the water-stopping joint.

この可撓止水継手20は、コンクリートを打ち継いで構築されるコンクリート構造体12,13の継手部14を止水するとともに、継手部14の両側のコンクリート構造体12,13の相対変位を可能とするものである。   The flexible water-stop joint 20 can stop the joint portions 14 of the concrete structures 12 and 13 constructed by passing over the concrete, and can relatively displace the concrete structures 12 and 13 on both sides of the joint portion 14. It is what.

コンクリート構造体の一例である共同溝では、断面形状が矩形で所定長さの函体12,13が継手部14で連結されて構成されており、開削工法によって均しコンクリート15の上面に現場打ちによって所定長さ毎(函体毎)に継手部14を介設して打ち継がれて構築され、完成後は所定深さの地中に埋め戻されるものである。   A joint groove, which is an example of a concrete structure, is formed by connecting boxes 12 and 13 having a rectangular cross-sectional shape and a predetermined length by a joint portion 14. Thus, it is constructed by connecting the joint portion 14 every predetermined length (every box), and after completion, it is buried in the ground at a predetermined depth.

このようなコンクリート構造体12、13の継手部14に設けられる可撓止水継手20は、先に打設される先行コンクリート構造体12へは、コンクリートの打設によって埋設固定せずに固定用溝部16を型成形しておき、先行コンクリート構造体12の打設後にこの固定用溝部16を利用して接着剤によって取り付けるようにし、後に打設する後行コンクリート構造体13へは、これまでと同様に、コンクリートの打設によって埋設固定することで取り付けるようにするものである。   The flexible waterproof joint 20 provided in the joint part 14 of the concrete structures 12 and 13 is not fixed to the preceding concrete structure 12 to be placed before being buried and fixed by placing concrete. The groove portion 16 is molded, and after the preceding concrete structure 12 is placed, the fixing groove portion 16 is used to attach it with an adhesive. Similarly, it is attached by being buried and fixed by placing concrete.

この可撓止水継手20は、先行コンクリート構造体12の固定用溝部16に挿入固定される挿入固定部21と、後行コンクリート構造体13の打設によって埋設固定される打設固定部22と、挿入固定部21とくびれ部23を介して一端部が連結されるとともに、他端部に打設固定部22が連結され止水および相対変位を可能とする伸縮部24とを備えて構成され、ゴムや合成樹脂などの可撓性素材によって横断面方向には一体的に形成され、長手方向には、分割されたものを継手部14の形状に合わせて工場や現場で環状などに形成される。   The flexible waterproof joint 20 includes an insertion fixing portion 21 inserted and fixed in the fixing groove 16 of the preceding concrete structure 12, and a placement fixing portion 22 embedded and fixed by placing the subsequent concrete structure 13. One end portion is connected via the insertion fixing portion 21 and the constricted portion 23, and the other end portion is connected to the placement fixing portion 22, and is provided with an expansion / contraction portion 24 that enables water stop and relative displacement. It is integrally formed in the cross-sectional direction by a flexible material such as rubber or synthetic resin, and in the longitudinal direction, the divided part is formed in a ring or the like in the factory or on the site according to the shape of the joint part 14. The

なお、挿入固定部21と伸縮部24とを直接連結し、くびれ部23を省略することも可能である。   It is also possible to directly connect the insertion fixing part 21 and the expansion / contraction part 24 and omit the constricted part 23.

そして、この可撓止水継手20では、挿入固定部21は、図3(a)に示すように、継手部14の固定用溝部16の形状に対応する形状とされ、例えば固定用溝部16が横断面が前方が狭い台形状とされることから、挿入固定部21の横断面形状も前方が狭い台形状とされ、基端部に固定用溝部16の開口部に当接させる当接接着部21aが外側に突き出して形成してあり、当設接着部21aを固定用溝部16の開口部表面である継手部14の端面14a(コンクリート構造体12の端面でもある。)に当てた時に挿入固定部21の先端が固定用溝部16の底部とは隙間が形成されるようにしてある。   In the flexible waterproof joint 20, the insertion fixing portion 21 has a shape corresponding to the shape of the fixing groove portion 16 of the joint portion 14 as shown in FIG. Since the cross section has a trapezoidal shape with a narrow front, the cross section of the insertion fixing portion 21 also has a narrow trapezoidal shape with a narrow front, and the abutting adhesive portion is brought into contact with the opening of the fixing groove 16 at the base end portion. 21a is formed to protrude outward, and is inserted and fixed when the contact bonding portion 21a is applied to the end surface 14a of the joint portion 14 (which is also the end surface of the concrete structure 12) which is the opening surface of the fixing groove portion 16. A gap is formed between the tip of the portion 21 and the bottom of the fixing groove 16.

そして、この挿入固定部21には、継手部14の内外面に配置される台形側面の両側に板状体としてステンレス板などの金属プレート21bがそれぞれ可撓性素材と加硫接着などで接着され、先端部が可撓性素材より前方に突き出すとともに、内側に曲げられて先細となるように取り付けてある。   Then, a metal plate 21b such as a stainless steel plate is bonded to the insertion fixing portion 21 as a plate-like body on both sides of the trapezoidal side surface disposed on the inner and outer surfaces of the joint portion 14 by vulcanization bonding or the like, respectively. The tip portion protrudes forward from the flexible material and is bent so as to be tapered inwardly.

この金属プレート21bは、例えば1mm厚とされ、これにより、ゴムなどの可撓性素材だけの場合に比べ、固定用溝部16への挿入時の摩擦を低減して挿入を容易とするとともに、金属プレート21bを介在させることで、可撓性素材とコンクリートを直接接着する場合に比べ、接着強度を向上する。   The metal plate 21b has a thickness of, for example, 1 mm, thereby facilitating the insertion by reducing friction during insertion into the fixing groove 16 compared to a case of using only a flexible material such as rubber. By interposing the plate 21b, the adhesive strength is improved as compared with the case of directly bonding the flexible material and the concrete.

すなわち、可撓性素材と金属プレート21bは加硫接着などで強固に接着でき、金属プレート21bと固定用溝部16のコンクリートも接着剤で強固に接着できることで、接着強度を高めることができるとともに、さらに金属プレート21bの先端を可撓性素材から突き出すようにして一層接着強度を高めている。   That is, the flexible material and the metal plate 21b can be firmly bonded by vulcanization bonding or the like, and the metal plate 21b and the concrete of the fixing groove 16 can also be firmly bonded with an adhesive, so that the adhesive strength can be increased. Furthermore, the adhesive strength is further increased by protruding the tip of the metal plate 21b from the flexible material.

したがって、板状体としては、金属プレートに限らず、挿入固定部21の保形と強度およびコンクリートとの接着性を有すれば良く、硬質樹脂板などを用いることもできる。   Therefore, the plate-like body is not limited to a metal plate, and may have a shape retention and strength of the insertion fixing portion 21 and adhesiveness with concrete, and a hard resin plate or the like can be used.

さらに、この挿入固定部21には、中間部(継手部14の内外方向の中間部)に前方が開口したスリット部21cが設けてあり、スリット部21cは先端からの平行部と、その後端の横断面が円形の円形部とを備えた形状としてある。   Further, the insertion fixing portion 21 is provided with a slit portion 21c having a front opening at an intermediate portion (an intermediate portion in the inner and outer directions of the joint portion 14). The slit portion 21c includes a parallel portion from the front end and a rear end portion. The cross section has a circular shape with a circular shape.

このスリット部21cにより、挿入固定部21の弾性変形代を大きくして固定用溝部16への挿入を容易とするとともに、接着剤を充填することで接着強度の向上を図る。   This slit portion 21c increases the elastic deformation allowance of the insertion fixing portion 21 to facilitate insertion into the fixing groove portion 16, and improves adhesive strength by filling with an adhesive.

また、このスリット部21cに連通させて伸縮部24から貫通する接着剤注入路25が設けてあり、長手方向に所定間隔、例えば300〜500mmピッチで形成しておき、この接着剤注入路25を利用して、施工の際には、外部から接着剤を注入して挿入固定部21を継手部14の固定用溝部16に接着固定できるようにしてある。   In addition, an adhesive injection path 25 that communicates with the slit portion 21c and penetrates from the expansion / contraction section 24 is provided. The adhesive injection path 25 is formed in the longitudinal direction at a predetermined interval, for example, a pitch of 300 to 500 mm. In the construction, an adhesive is injected from the outside so that the insertion fixing portion 21 can be bonded and fixed to the fixing groove portion 16 of the joint portion 14.

なお、図3(b)に示す挿入固定部21Aのように、予め接着剤を挟み込むようにし、固定用溝部15への挿入によって押し出すようにしても良く、この場合には、挿入固定部21Aの形状を、挿入固定部21でのスリット部21cの平行部を押し広げて三角形状として内外の金属プレート21bが平行となるように形成し、この三角形状のスリット部を接着剤の挟持部21dとすることで、予め接着剤を挟み込んでおくことができる。   Note that, as in the insertion fixing portion 21A shown in FIG. 3B, an adhesive may be sandwiched in advance and may be pushed out by insertion into the fixing groove portion 15. In this case, the insertion fixing portion 21A The shape is formed so that the parallel portion of the slit portion 21c in the insertion fixing portion 21 is expanded and formed into a triangular shape so that the inner and outer metal plates 21b are parallel to each other, and the triangular slit portion is formed as an adhesive sandwiching portion 21d. By doing so, an adhesive agent can be previously inserted.

この挟持部21dへの接着剤の挟み込みは、施工前に現場で行うなど施工時に挟み込んであれば、どの時点で挟み込んでも良い。   The sandwiching of the adhesive into the sandwiching portion 21d may be performed at any time as long as it is sandwiched at the time of construction such as being performed on site before construction.

この挿入固定部21,21Aの接着には、例えばエポキシ系樹脂接着剤が用いられる。   For example, an epoxy resin adhesive is used for bonding the insertion fixing portions 21 and 21A.

次に、後で打設される後行コンクリート構造体13の打設によって埋設固定される可撓止水継手20の打設固定部22は、固定強度を高めるとともに、伸び変形時における引き抜き強度を高める突起部22aを有しており、例えばこの可撓止水継手20では、コンクリート構造体13の外周部と継手部14の端面14b(コンクリート構造体13の端面でもある。)に当てられる横断面形状がL字状に形成された側面シール部22bと端面固定部22cを備え、側面シール部22bの先端部内側に突き出して突起部22aが形成してある。   Next, the placement fixing portion 22 of the flexible waterproof joint 20 embedded and fixed by the placement of the subsequent concrete structure 13 to be placed later increases the fixing strength and increases the pulling strength at the time of elongation deformation. For example, in this flexible waterproof joint 20, the cross section applied to the outer peripheral portion of the concrete structure 13 and the end surface 14 b of the joint portion 14 (also the end surface of the concrete structure 13) is provided. A side seal portion 22b and an end surface fixing portion 22c formed in an L shape are provided, and a protruding portion 22a is formed so as to protrude inside the tip end portion of the side seal portion 22b.

この突起部22aには、図2中に拡大して示すように、コンクリート打設時の空気抜きのため、継手部14の軸方向に貫通する空気抜き孔22eが形成され、例えば直径が5mm程度の孔を所定ピッチで形成する。   As shown in FIG. 2 in an enlarged manner, the protrusion 22a is formed with an air vent hole 22e penetrating in the axial direction of the joint portion 14 for venting the concrete, for example, a hole having a diameter of about 5 mm. Are formed at a predetermined pitch.

さらに、打設固定部22には、側面シ−ル部22bの内側にブチルシート22dが設けてあり、側面シール部22bにその粘着力で接着され、コンクリート構造体13と打設固定部22との間の止水性を確保するようにしている。   Further, the placement fixing portion 22 is provided with a butyl sheet 22d on the inner side of the side seal portion 22b, and is adhered to the side seal portion 22b with its adhesive force, and the concrete structure 13 and the placement fixing portion 22 The water stoppage is ensured.

この可撓性止水継手20では、伸縮部24の一端部は、打設固定部22の端面固定部22cを延長するように連続させて厚さが一定の板状伸縮部24aが一体に形成され、伸縮部24の他端部は、板状伸縮部24aの端部に直交して前方に突き出すように挿入固定部21が配置され、内外面が窪んで肉厚の薄いくびれ部23を介して一体に形成してある。   In the flexible waterproof joint 20, one end portion of the expansion / contraction portion 24 is continuously formed so as to extend the end surface fixing portion 22 c of the placement fixing portion 22, and a plate-like expansion / contraction portion 24 a having a constant thickness is integrally formed. The insertion / fixing portion 21 is arranged at the other end of the expansion / contraction portion 24 so as to protrude forward perpendicularly to the end of the plate-like expansion / contraction portion 24a, and the inner and outer surfaces are recessed and the thin constricted portion 23 is interposed therebetween. Are integrally formed.

このくびれ部23を介して挿入固定部21と伸縮部24を設けることで、伸縮部24の板状伸縮部24aが変形した場合に変形抵抗を低減し、変形を容易とするとともに、挿入固定部21に大きな引き抜き力が加わらないようにする。   By providing the insertion fixing part 21 and the expansion / contraction part 24 via the constricted part 23, when the plate-like expansion / contraction part 24a of the expansion / contraction part 24 is deformed, the deformation resistance is reduced, the deformation is facilitated, and the insertion fixing part Do not apply a large pulling force to 21.

このように構成した可撓止水継手20のコンクリート構造体12,13の継手部14への施工方法について、図4および図5により説明する。   The construction method to the joint part 14 of the concrete structures 12 and 13 of the flexible waterproof joint 20 comprised in this way is demonstrated with FIG. 4 and FIG.

まず、先にコンクリートを打設する先行コンクリート構造体12を構築するため型枠を均しコンクリート15上に組み立て、継手部14の端面14aを形成する妻型枠に固定用溝部16用の溝型枠を設置したのち、先行コンクリートを打設する。   First, in order to construct the preceding concrete structure 12 on which concrete is placed first, the mold is leveled and assembled on the concrete 15, and the groove mold for the fixing groove 16 is formed on the end mold forming the end surface 14 a of the joint 14. After the frame is set, the preceding concrete is placed.

そして、養生後、型枠を脱型し、継手部14の端面14aに固定用溝部16を形成し、その内部を清掃する(図4(a)参照)。   Then, after curing, the mold is removed, the fixing groove 16 is formed on the end surface 14a of the joint portion 14, and the inside is cleaned (see FIG. 4A).

次に、図4(b)に示すように、先行のコンクリート構造体12の端面である継手部14の端面14aの固定用溝部16より外側部分にゴムやスポンジなどの外側用目地材26を接着剤で接着して固定する。この外側用目地材26により可撓止水継手20の圧縮変形時の変形抵抗の減少および損傷防止を図るようにする。   Next, as shown in FIG. 4B, an outer joint material 26 such as rubber or sponge is bonded to the outer side of the fixing groove 16 of the end surface 14a of the joint portion 14 which is the end surface of the preceding concrete structure 12. Glue and fix with agent. The outer joint material 26 reduces deformation resistance and prevents damage when the flexible waterproof joint 20 is compressed and deformed.

こののち、可撓止水継手20の挿入固定部21を固定用溝部16に挿入し、打設固定部22の端面固定部22cおよびこれに連続する伸縮部24の板状伸縮部24aを外側用目地材26に長手方向に所々接着する部分接着で所定状態に保持する。   After that, the insertion fixing portion 21 of the flexible waterproof joint 20 is inserted into the fixing groove portion 16, and the end surface fixing portion 22c of the placement fixing portion 22 and the plate-like extension portion 24a of the extension portion 24 continuous thereto are used for the outside. The joint material 26 is held in a predetermined state by partial adhesion that adheres to the joint material 26 in the longitudinal direction.

さらに、挿入固定部21のスリット部21cに連通する接着剤注入路25から接着剤を注入する。   Further, an adhesive is injected from an adhesive injection path 25 communicating with the slit portion 21 c of the insertion fixing portion 21.

なお、可撓止水継手20として挿入固定部21Aを備えたものを用いる場合には、挿入固定部21Aを固定用溝部16に挿入し、予め挟持部21dに挟み込んである接着剤を押し出すようにする。   In addition, when using the thing provided with the insertion fixing | fixed part 21A as the flexible water-stopping joint 20, it inserts the insertion fixing | fixed part 21A in the fixing groove part 16, and extrudes the adhesive agent previously clamped by the clamping part 21d. To do.

これにより、一方の継手部14である先行コンクリート構造体12の固定用溝部16に可撓止水継手20の挿入固定部21,21Aを接着固定することができ、従来の先行コンクリートの打設前に鉄筋などに埋設される固定部を吊り下げるようにするなどの準備作業に比べ、固定用溝部16を型成形するだけで良く、簡単かつ短時間に準備作業を行うことができる。   Thereby, the insertion fixing parts 21 and 21A of the flexible waterproof joint 20 can be bonded and fixed to the fixing groove part 16 of the preceding concrete structure 12 which is one of the joint parts 14, and before the conventional preceding concrete is placed. Compared with a preparatory work such as suspending a fixing portion embedded in a reinforcing bar or the like, the fixing groove portion 16 only needs to be molded, and the preparatory work can be performed easily and in a short time.

そして、可撓止水継手20の内側に伸縮部24の厚さより厚い中央用目地材27および目地間隔に応じた薄い内側用目地材28をそれぞれ継手部14の端面14aに部分接着してその状態を保持できるようにする。この中央用目地材27を設けることで、可撓止水継手20が継手部14の間隔が開いて伸び変形した状態から継手部14の間隔が狭くなって元に戻る場合に、伸びて長くなった状態の伸縮部24aが直接コンクリート表面にぶつかることを防止する変形スペースの確保およびクッション材として機能させる。また、内側用目地材28は、継手部14のコンクリートの膨張時のクッション材として用いるものである。   Then, a central joint material 27 thicker than the thickness of the expansion / contraction part 24 and a thin inner joint material 28 corresponding to the joint spacing are partially bonded to the end face 14a of the joint part 14 inside the flexible waterproof joint 20, respectively. Can be held. By providing the joint material 27 for the center, the flexible waterproof joint 20 is elongated when the distance between the joint portions 14 becomes narrower and returns to the original state from the state where the distance between the joint portions 14 is expanded and deformed. The expansion / contraction part 24a in a state of being in contact with the concrete surface is ensured and a deformation space is prevented to function as a cushioning material. Further, the inner joint material 28 is used as a cushion material when the concrete of the joint portion 14 is expanded.

さらに、後行のコンクリート構造体13の構築に必要な型枠を組み立てた後、後行のコンクリートを打設する。このコンクリートの打設の際、突起部22aの内側に空気が溜まることがあっても空気抜き孔22eによって外部に排出することができる。   Furthermore, after assembling the formwork necessary for the construction of the subsequent concrete structure 13, the subsequent concrete is placed. During the placement of the concrete, even if air accumulates inside the protrusion 22a, it can be discharged to the outside through the air vent 22e.

こののち、型枠を脱型することで継手部14への可撓止水継手20の取り付け施工が完了する(図5(a)参照)。   Then, the installation construction of the flexible waterproof joint 20 to the joint part 14 is completed by removing the mold (see FIG. 5A).

なお、継手部14の底部を除く側面および天面には、防水シート29を取り付け雨水などの浸入を防止する。この防水シート29は、コンクリート構造体12,13の継手部14の接続が完了した後、地下構造物とする場合には土砂などで埋め戻されるが、このとき、土砂などが継手部14に浸入し、可撓止水継手20に外力が加わるなどの不具合が生じる恐れを防止するために用いるものである。   In addition, a waterproof sheet 29 is attached to the side surface and the top surface except the bottom of the joint portion 14 to prevent intrusion of rainwater or the like. This waterproof sheet 29 is backfilled with earth and sand when it is used as an underground structure after the connection of the joint parts 14 of the concrete structures 12 and 13 is completed. At this time, the earth and sand penetrates into the joint parts 14. However, it is used to prevent the possibility of problems such as an external force being applied to the flexible waterproof joint 20.

このような可撓止水継手20およびその施工方法によれば、例えばコンクリート構造体12,13の継手部14の間隔が開くように相対変位する場合には、図5(b)に示すように、可撓止水継手20の挿入固定部21が先行コンクリート構造体12の固定用溝部16に接着固定されるとともに、打設固定部22が後行コンクリート構造体13に打設によって固定された状態とされて伸縮部24の板状伸縮部24aがくびれ部23の後方から変形し、相対変位を許容した状態で止水性を保持することができる。   According to such a flexible waterproof joint 20 and its construction method, for example, when the relative displacement is performed so that the distance between the joint portions 14 of the concrete structures 12 and 13 is increased, as shown in FIG. The state where the insertion fixing portion 21 of the flexible waterproof joint 20 is bonded and fixed to the fixing groove portion 16 of the preceding concrete structure 12 and the placement fixing portion 22 is fixed to the subsequent concrete structure 13 by placing. Thus, the plate-like stretchable portion 24a of the stretchable portion 24 is deformed from the rear of the constricted portion 23, and the water stoppage can be maintained in a state in which relative displacement is allowed.

そして、この相対変位の際、可撓止水継手20のくびれ部23によって、伸縮部24の変形の影響が直接挿入固定部21に及ばず、引き抜き力を低減できるとともに、伸縮部24の変形代を大きくすることができる。   At the time of this relative displacement, the constricted portion 23 of the flexible waterproof joint 20 does not affect the deformation of the expansion / contraction portion 24 directly on the insertion fixing portion 21, thereby reducing the pull-out force and the deformation allowance of the expansion / contraction portion 24. Can be increased.

さらに、このような可撓止水継手20およびその施工方法によれば、先行コンクリート構造体12への可撓止水継手20の取り付けが、先行コンクリートの打設後、固定用溝部16に挿入して接着固定すれば良く、打設前に鉄筋などに吊り下げるように準備する場合に比べ、準備作業を大幅に減少でき、簡単かつ短時間に施工することができる。   Furthermore, according to such a flexible waterproof joint 20 and its construction method, the flexible waterproof joint 20 is attached to the preceding concrete structure 12 by being inserted into the fixing groove 16 after the preceding concrete is placed. Compared with the case of preparing to hang on a reinforcing bar or the like before placing, preparation work can be greatly reduced and construction can be performed easily and in a short time.

そして、可撓止水継手20の挿入固定部21に板状体として金属プレート21bを設けるようにしたので、固定用溝部16に可撓性素材を直接接着固定する場合に比べ、可撓性素材との接着強度を高めることができるとともに、固定用溝部16との接着強度を高めることができ、挿入固定部21を強固に固定して引き抜き強度を高めることができる。   Since the metal plate 21b is provided as a plate-like body in the insertion fixing portion 21 of the flexible waterproof joint 20, the flexible material is more flexible than the case where the flexible material is directly bonded and fixed to the fixing groove portion 16. In addition, the adhesive strength with the fixing groove 16 can be increased, and the insertion fixing portion 21 can be firmly fixed to increase the pull-out strength.

さらに、可撓止水継手20の打設固定部22は、先行のコンクリート構造体12に部分接着するなどで保持することができ、後行のコンクリートの打設前の準備も短時間に行うことができる。   Furthermore, the placement fixing part 22 of the flexible waterproof joint 20 can be held by, for example, partially adhering to the preceding concrete structure 12, and preparation before placing the subsequent concrete is performed in a short time. Can do.

次に、この発明の可撓止水継手の他の一実施の形態について、図6および図7により説明するが、すでに説明した上記実施の型態と同一部分には同一記号を記し、重複する説明は省略する。   Next, another embodiment of the flexible waterproof joint according to the present invention will be described with reference to FIG. 6 and FIG. 7. Description is omitted.

この可撓止水継手30は、図6(a),(b)に示すように、挿入固定部21および打設固定部22は、すでに説明した可撓止水継手20と同一の構成で、伸縮部31の形状が異なるものである。   As shown in FIGS. 6 (a) and 6 (b), this flexible waterproof joint 30 has an insertion fixing portion 21 and a driving fixing portion 22 having the same configuration as the flexible waterproof joint 20 already described. The shape of the stretchable part 31 is different.

この可撓止水継手30の伸縮部31は、板状伸縮部31aと一端部側であるくびれ部23側へ突き出すように湾曲した湾曲部31bとを備えて構成され、挿入固定部21の基端部のくびれ部23に板状伸縮部31aが継手部14の端面14a,14bと平行に配置されて連続し、この板状伸縮部31aにくびれ部23側へ突き出すように湾曲した湾曲部31bを介して継手部14の端面14a,14bと平行な打設固定部22の端面固定部22cが連続しており、挿入固定部21を固定用溝部16に挿入固定した状態で、湾曲部31bより外側の板状伸縮部31aおよび打設固定部22の端面固定部22cが先行コンクリート12の端面である継手部14の端面14aに当接する形状としてある。   The expansion / contraction part 31 of the flexible waterproof joint 30 includes a plate-like expansion / contraction part 31 a and a curved part 31 b that is curved so as to protrude toward the constriction part 23, which is one end side. A plate-shaped expansion / contraction part 31a is arranged parallel to the end surfaces 14a, 14b of the joint part 14 at the constricted part 23 at the end, and is curved so as to protrude toward the constricted part 23 side. The end face fixing portion 22c of the placement fixing portion 22 parallel to the end faces 14a and 14b of the joint portion 14 is continuous through the bending portion 31b in a state where the insertion fixing portion 21 is inserted and fixed in the fixing groove portion 16. The outer plate-shaped expansion / contraction part 31 a and the end face fixing part 22 c of the placement fixing part 22 are in contact with the end face 14 a of the joint part 14 that is the end face of the preceding concrete 12.

なお、他の構成はすでに説明した可撓止水部材20と同一であり、挿入固定部として、接着剤を予め挟持部21dに挟み込む挿入固定部21Aを備えたものであっても良い。   The other configuration is the same as that of the flexible waterproofing member 20 already described, and an insertion fixing portion 21A that sandwiches the adhesive in the clamping portion 21d in advance may be provided as the insertion fixing portion.

また、施工方法も、図7(a)に示すように、外側用目地材を省略する以外、すでに説明した可撓止水継手と同様にして施工することができる。   In addition, as shown in FIG. 7A, the construction method can be constructed in the same manner as the flexible waterproof joint described above, except that the outer joint material is omitted.

このような可撓止水継手30によれば、施工に際して外側用目地材26を用いることなく、先行コンクリート構造体12である継手部14の端面14aに直接板状伸縮部31aを部分接着して保持するようにすれば良く、施工を一層簡素化して短時間に施工することができる。   According to such a flexible waterproof joint 30, the plate-like stretchable part 31a is partially bonded directly to the end surface 14a of the joint part 14 which is the preceding concrete structure 12 without using the outer joint material 26 at the time of construction. What is necessary is just to hold | maintain, and construction can be simplified further and it can be constructed in a short time.

また、伸縮部31に湾曲部31bを設けてあるので、図7(b)に示すように、変形代を大きくすることができ、外側用目地材を用いる場合と同様の相対変位の吸収能力を確保することができる。   Moreover, since the bending part 31b is provided in the expansion-contraction part 31, as shown in FIG.7 (b), a deformation allowance can be enlarged and the absorption capability of the relative displacement similar to the case where the joint material for outside is used is shown. Can be secured.

次に、この発明の可撓止水継手を止水板に適用した他の一実施の形態について、図8および図9により説明するが、すでに説明した上記2つの実施の形態と同一部分には、同一記号を記し、重複する説明は省略する。   Next, another embodiment in which the flexible water-stopping joint of the present invention is applied to a water-stopping plate will be described with reference to FIG. 8 and FIG. The same symbols are used, and duplicate descriptions are omitted.

この止水板で構成する可撓止水継手40、40Aでは、コンクリート構造体としての壁中央部に両端部が取り付けられて止水するものであり、接着剤を挟持部21dに挟み込む形式の挿入固定部21Aと、後行コンクリートに打設によって固定される打設固定部22と、中空部41aを備える伸縮部41とが略一直線上に配置されて構成される。   In the flexible waterproof joints 40 and 40A constituted by this waterproofing plate, both ends are attached to the central portion of the wall as a concrete structure to stop water, and insertion of a type in which an adhesive is sandwiched between the sandwiching portions 21d The fixing portion 21A, the placement fixing portion 22 fixed to the following concrete by placement, and the stretchable portion 41 including the hollow portion 41a are arranged in a substantially straight line.

すなわち、この可撓止水継手40,40Aでは、伸縮部41が一直線上に配置されることから接着剤注入路を形成して後から接着剤を挿入することができないため、予め挿入固定部21aの挟持部21dに接着剤を挟み込むようにしている。   That is, in the flexible waterproof joints 40 and 40A, since the expansion / contraction part 41 is arranged in a straight line, an adhesive injection path cannot be formed and an adhesive cannot be inserted later. An adhesive is sandwiched between the sandwiching portions 21d.

そして、可撓止水継手40では、中空部41aが略五角形状とされ、打設固定部22に2条の突起部22aが形成されて構成してあり、可撓止水継手40Aでは、中空部41aが円形とされ、打設固定部22に円形の突起部22aが外側端部に形成して構成してある。   In the flexible waterproof joint 40, the hollow portion 41a has a substantially pentagonal shape, and the protrusion fixing portion 22 is formed with two protrusions 22a. In the flexible waterproof joint 40A, the hollow waterproof joint 40A is hollow. The portion 41a is circular, and the projecting fixing portion 22 is formed with a circular protrusion 22a at the outer end.

このような止水板で構成した可撓止水継手40,40Aでも、先行のコンクリート構造体12に固定用溝部16を型成形した後、挿入固定部21Aを挿入して接着固定するようにして施工する。   Even in the flexible waterproof joints 40 and 40A configured by such a water stop plate, after the fixing groove portion 16 is molded in the preceding concrete structure 12, the insertion fixing portion 21A is inserted and bonded and fixed. Install.

そして、継手の端面に外側用目地材26および内側用目地材28を取り付けて、これまでと同様に、後行コンクリート構造体13を打設構築し、打設固定部22をコンクリート内に埋設して固定することで、施工が完了する。   Then, the outer joint material 26 and the inner joint material 28 are attached to the end face of the joint, and the subsequent concrete structure 13 is cast and constructed as before, and the placing fixing portion 22 is embedded in the concrete. The installation is completed.

このような止水板で構成した可撓止水継手40,40Aによれば、挿入固定部21Aの固定を、予め先行コンクリート構造体12に形成した固定用溝部16に挿入して接着すれば良く、鉄筋を利用して吊り下げる従来の打設前の準備作業に比べ、大幅に工数を減らすことができ、短時間に施工することができる。   According to the flexible waterproof joints 40 and 40A configured by such a waterproof plate, the fixing of the insertion fixing portion 21A may be inserted into the fixing groove portion 16 formed in the preceding concrete structure 12 in advance and bonded. Compared with the conventional preparatory work before suspending using a reinforcing bar, the number of man-hours can be greatly reduced and construction can be performed in a short time.

この発明の可撓止水継手の一実施の形態にかかる可撓止水継手が適用されるコンクリート構造体の概略斜視図である。1 is a schematic perspective view of a concrete structure to which a flexible waterproof joint according to an embodiment of the present invention is applied. この発明の可撓止水継手の一実施の形態にかかる図1のA−A断面である可撓止水継手の施工後の取付状態の横断面図である。It is a cross-sectional view of the attachment state after construction of the flexible waterproof joint which is AA cross section of FIG. 1 concerning one Embodiment of the flexible waterproof joint of this invention. この発明の可撓止水継手の一実施の形態にかかるそれぞれ可撓止水継手の部分横断面図である。It is a fragmentary cross-sectional view of each flexible waterproof joint concerning one embodiment of the flexible waterproof joint of this invention. この発明の可撓止水継手の施工方法の一実施の形態にかかる固定用溝部の横断面図および可撓止水継手の取付工程の横断面図である。It is a cross-sectional view of the groove part for fixation concerning one Embodiment of the construction method of the flexible water-stopping joint of this invention, and a cross-sectional view of the attachment process of a flexible water-stopping joint. この発明の可撓止水継手の施工方法の一実施の形態にかかる施工完了後および変形した状態を説明する横断面図である。It is a cross-sectional view explaining the state after the completion of construction concerning one embodiment of the construction method of the flexible waterproof joint of this invention, and the state which changed. この発明の可撓止水継手の他の一実施の形態にかかるそれぞれ可撓止水継手の部分横断面図である。It is a partial cross-sectional view of each flexible waterproof joint according to another embodiment of the flexible waterproof joint of the present invention. この発明の可撓止水継手の施工方法の他の一実施の形態にかかる施工完了後および変形した状態を説明する横断面図である。It is a cross-sectional view explaining the state after the completion of construction concerning another embodiment of the construction method of the flexible waterproof joint of this invention, and the deformed state. この発明の可撓止水継手のさらに他の一実施の形態にかかる横断面図および施工完了後の状態を説明する横断面図である。It is a cross-sectional view concerning further another embodiment of the flexible waterproof joint of this invention, and a cross-sectional view explaining the state after construction completion. この発明の可撓止水継手の他の一実施の形態にかかる横断面図および施工完了後の状態を説明する横断面図である。It is a cross-sectional view concerning other embodiment of the flexible water-stop joint of this invention, and a cross-sectional view explaining the state after construction completion. 従来の止水板の横断面図およびその施工方法の説明図である。It is a cross-sectional view of a conventional water stop plate and an explanatory diagram of its construction method. 従来の可撓止水継手の正面図およびその施工方法の説明図である。It is a front view of the conventional flexible waterproof joint, and explanatory drawing of the construction method.

符号の説明Explanation of symbols

12 コンクリート構造体
13 コンクリート構造体
14 継手部
15 均しコンクリート
16 固定用溝部
20 可撓止水継手
21 挿入固定部
21a 当接接着部
21b 金属プレート(板状体)
21c スリット部
21d 挟持部
22 打設固定部
22a 突起部
22b 側面シール部
22c 端面固定部
22d ブチルシート
22e 空気抜き孔
23 くびれ部
24 伸縮部
24a 板状伸縮部
25 接着剤注入路
26 外側用目地材
27 中央用目地材
28 内側用目地材
29 防水シート
30 可撓止水継手
31 伸縮部
31a 板状伸縮部
31b 湾曲部
40 可撓止水継手
40A 可撓止水継手
41 伸縮部
41a 中空部

DESCRIPTION OF SYMBOLS 12 Concrete structure 13 Concrete structure 14 Joint part 15 Averaged concrete 16 Fixing groove part 20 Flexible waterproof joint 21 Insertion fixing part 21a Contact adhesion part 21b Metal plate (plate-shaped body)
21c Slit part 21d Clamping part 22 Placing and fixing part 22a Projection part 22b Side seal part 22c End face fixing part 22d Butyl sheet 22e Air vent hole 23 Constriction part 24 Stretching part 24a Plate-like stretching part 25 Adhesive injection path 26 Outer joint material 27 Center joint material 28 Inner joint material 29 Waterproof sheet 30 Flexible waterproof joint 31 Stretchable part 31a Plate-like stretchable part 31b Curved part 40 Flexible waterproof joint 40A Flexible waterproof joint 41 Stretchable part 41a Hollow part

Claims (10)

コンクリートを打ち継いで構築されるコンクリート構造体の継手部に設けられて内外の止水および当該継手部の相対変位を可能とする可撓止水継手であって、
前記コンクリート構造体の前記継手部の一方に設けられた固定用溝部に挿入固定される挿入固定部と、
前記コンクリート構造体の前記継手部の他方の打設によって埋設固定される打設固定部と、
一端部に前記挿入固定部が連結されるとともに、他端部に前記打設固定部が連結され止水および相対変位を可能とする伸縮部とを備え、
前記挿入固定部は、内外中間部にスリット部を有するとともに、内外面それぞれに前記固定用溝部に接着される板状体が取り付けられ、
前記打設固定部は、固定強度を高める突起部を有してなることを特徴とする可撓止水継手。
A flexible waterproof joint that is provided in a joint portion of a concrete structure constructed by passing concrete and enables internal and external waterproofing and relative displacement of the joint portion,
An insertion fixing part inserted and fixed in a fixing groove provided on one of the joint parts of the concrete structure;
A placement fixing portion embedded and fixed by the other placement of the joint portion of the concrete structure;
The insertion fixing portion is connected to one end portion, and the placement fixing portion is connected to the other end portion, and includes an expansion / contraction portion that enables water stop and relative displacement,
The insertion fixing part has a slit part at the inner and outer intermediate parts, and a plate-like body bonded to the fixing groove part is attached to each of the inner and outer surfaces,
The flexible fixing joint, wherein the placement fixing part has a protrusion for increasing the fixing strength.
前記挿入固定部の前記スリット部に連通させて接着剤注入路を設けてなることを特徴とする請求項1記載の可撓止水継手。   The flexible waterproof joint according to claim 1, wherein an adhesive injection path is provided in communication with the slit portion of the insertion fixing portion. 前記挿入固定部の前記スリット部に接着剤を挟持させてなることを特徴とする請求項1記載の可撓止水継手。   2. The flexible waterproof joint according to claim 1, wherein an adhesive is sandwiched between the slit portions of the insertion fixing portion. 前記挿入固定部の基端部に、前記継手部の端面に当接接着される当接接着部を設けてなることを特徴とする請求項1〜3のいずれかに記載の可撓止水継手。   The flexible water-stop joint according to any one of claims 1 to 3, wherein an abutting adhesive portion that abuts and adheres to an end surface of the joint portion is provided at a base end portion of the insertion fixing portion. . 前記板状体を、前記挿入固定部より突出させて設けたことを特徴とする請求項1〜4のいずれかに記載の可撓止水継手。   The flexible waterproof joint according to any one of claims 1 to 4, wherein the plate-like body is provided so as to protrude from the insertion fixing portion. 前記伸縮部は、板状伸縮部あるいは前記一端部側へ湾曲した湾曲部を備える板状伸縮部で構成されてなることを特徴とする請求項1〜5のいずれかに記載の可撓止水継手。   The said expansion-contraction part is comprised by the plate-shaped expansion-contraction part provided with the plate-shaped expansion-contraction part or the curved part curved to the said one end part side, The flexible water stop in any one of Claims 1-5 characterized by the above-mentioned. Fittings. 前記伸縮部を、中空状に形成してなることを特徴とする請求項1〜5のいずれかに記載の可撓止水継手。   The flexible waterproof joint according to any one of claims 1 to 5, wherein the stretchable part is formed in a hollow shape. 前記打設固定部は、前記コンクリート構造体の前記継手部の他方の端面および側面に接着される端面固定部および側面シール部を備える一方、この側面シール部の内側にブチルシートを設けてなることを特徴とする請求項1〜7のいずれかに記載の可撓止水継手。   The placement fixing portion includes an end surface fixing portion and a side surface sealing portion bonded to the other end surface and side surface of the joint portion of the concrete structure, and a butyl sheet is provided inside the side surface sealing portion. The flexible waterproof joint according to any one of claims 1 to 7. コンクリートを打ち継いで構築されるコンクリート構造体の継手部の内外の止水および当該継手部の相対変位を可能とする可撓止水継手を施工するに際し、
前記コンクリート構造体の前記継手部の一方に溝型枠を用いて固定用溝部を形成した後、
この固定用溝部に前記請求項1〜8のいずれかに記載の可撓止水継手の前記挿入固定部を挿入・接着するとともに、前記当接接着部を接着し、
次いで当該可撓止水継手より少なくとも内側の継手部の端面に内側用目地材を部分接着したのち、
前記コンクリート構造体の前記継手部の他方を打設構築して前記打設固定部を埋設固定するようにしたことを特徴とする可撓止水継手の施工方法。
When constructing a water seal inside and outside a joint part of a concrete structure constructed by passing over concrete and a flexible water seal joint that enables relative displacement of the joint part,
After forming a fixing groove using a groove mold on one of the joints of the concrete structure,
Inserting and bonding the insertion fixing portion of the flexible waterproof joint according to any one of claims 1 to 8 to the fixing groove, and bonding the contact bonding portion,
Next, after partially bonding the joint material for the inner side to the end face of the joint portion at least inside the flexible waterproof joint,
A construction method of a flexible waterproof joint, wherein the other of the joint portions of the concrete structure is placed and constructed so that the placement fixing portion is embedded and fixed.
前記固定用溝部に前記可撓止水継手の前記挿入固定部を挿入・接着したのち、
当該可撓止水継手の前記伸縮部を当該挿入固定部の外側の前記継手部に部分接着、若しくは当該挿入固定部の外側の前記継手部に接着した外側用目地材に部分接着するとともに、当該挿入固定部の内側に当該継手部の目地間隔より厚い中央用目地材を部分接着して施工するようにしたことを特徴とする請求項9に記載の可撓止水継手の施工方法。

After inserting and bonding the insertion fixing part of the flexible waterproof joint into the fixing groove part,
The stretchable part of the flexible waterproof joint is partially bonded to the joint part outside the insertion fixing part, or partially bonded to the outer joint material bonded to the joint part outside the insertion fixing part, and The construction method for a flexible waterproof joint according to claim 9, wherein a center joint material thicker than the joint spacing of the joint portion is partially adhered to the inside of the insertion fixing portion.

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Cited By (3)

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Publication number Priority date Publication date Assignee Title
JP2014025299A (en) * 2012-07-30 2014-02-06 Kajima Corp Water cut-off structure for box body joint part
JP6100942B1 (en) * 2016-03-02 2017-03-22 六菱ゴム株式会社 Flexible joint
CN113264722A (en) * 2021-05-07 2021-08-17 深圳市居安建筑科技有限公司 Rear buried water stop anchoring agent

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CN113264722A (en) * 2021-05-07 2021-08-17 深圳市居安建筑科技有限公司 Rear buried water stop anchoring agent

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