JP4941691B1 - Extension device joining method and extension device - Google Patents

Extension device joining method and extension device Download PDF

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JP4941691B1
JP4941691B1 JP2011222336A JP2011222336A JP4941691B1 JP 4941691 B1 JP4941691 B1 JP 4941691B1 JP 2011222336 A JP2011222336 A JP 2011222336A JP 2011222336 A JP2011222336 A JP 2011222336A JP 4941691 B1 JP4941691 B1 JP 4941691B1
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expansion
elastic body
water stop
connecting member
contraction
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保弘 高橋
良至 薦岡
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秩父産業株式会社
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Abstract

【課題】 簡便な方法で伸縮装置の接合部における止水性能を向上し、接合部からの漏水を抑制するとともに、現場作業において、隣接する伸縮装置の接合を容易に行うことのできる伸縮装置の接合方法及び伸縮装置を提供する。
【解決手段】 2つのプレート2の間にバックアップ部材6を配置し、バックアップ部材6の上方に反応硬化型弾性体を充填して止水部材を成型して伸縮装置1を製造するステップと、平板状に形成した型枠に反応硬化型弾性体を充填して連結部材4を成型するステップと、伸縮装置1の道路橋幅員方向yの端面で、少なくとも止水部材3の一部を覆うように連結部材4を貼り付けるステップと、伸縮装置1の連結部材4を挟むように、他の伸縮装置を接合して固定するステップを有する。
【選択図】図1
PROBLEM TO BE SOLVED: To improve a water stop performance at a joint portion of an expansion device by a simple method, suppress water leakage from the joint portion, and easily join adjacent expansion devices in the field work. A joining method and a telescopic device are provided.
A step of manufacturing a telescopic device 1 by arranging a backup member 6 between two plates 2, filling a reaction hardening type elastic body above the backup member 6 and molding a water stop member, and a flat plate The connecting member 4 is molded by filling a reaction-molded elastic body into a mold formed in a shape and the end surface of the expansion device 1 in the road bridge width direction y so as to cover at least a part of the water stop member 3 There are a step of attaching the connecting member 4 and a step of bonding and fixing another extension device so as to sandwich the connecting member 4 of the extension device 1.
[Selection] Figure 1

Description

本発明は、道路等の橋梁に設置している伸縮装置の接合方法及び伸縮装置に関するものである。  The present invention relates to a method for joining an extension device installed on a bridge such as a road and the extension device.

橋梁等では、温度変化による膨張等を吸収するために、伸縮装置(ジョイントとも呼ばれている)を設置している。この伸縮装置は、橋軸に直角となる方向に敷設されている。  In bridges and the like, telescopic devices (also called joints) are installed to absorb expansion caused by temperature changes. This telescopic device is laid in a direction perpendicular to the bridge axis.

図3に、従来の伸縮装置1Xの概略を示す。伸縮装置1Xは、向かい合わせに配置した2つのプレート2と、2つのプレート2の間に配置した止水部材3Xと、止水部材3Xの下方に配置したバックアップ部材6Xを有している。この伸縮装置1Xは、橋梁の長手方向(以下、橋軸方向xという)に直角となる方向(以下、道路橋幅員方向yという)に複数台連結して設置されている。ここで、20はコンクリート及びアスファルトを打設した道路、9は複数の伸縮装置1Xの接合部を示している。また、zは鉛直方向を示している。  In FIG. 3, the outline of the conventional expansion-contraction apparatus 1X is shown. The telescopic device 1X includes two plates 2 arranged face to face, a water stop member 3X arranged between the two plates 2, and a backup member 6X arranged below the water stop member 3X. A plurality of the expansion devices 1X are connected and installed in a direction (hereinafter referred to as the road bridge width direction y) perpendicular to the longitudinal direction of the bridge (hereinafter referred to as the bridge axis direction x). Here, 20 is a road in which concrete and asphalt are placed, and 9 is a joint of a plurality of telescopic devices 1X. Z indicates the vertical direction.

この伸縮装置1Xは、道路20が温度変化により伸縮した際、この伸縮を吸収する機能を有している。また、伸縮装置1Xは、止水部材3Xの設置により、雨や自動車等から漏れ出した液体が、橋梁の下に落下することを防止している。ここで、破線で示した矢印は、この液体の流れる様子を示している。  The expansion device 1X has a function of absorbing the expansion and contraction when the road 20 expands and contracts due to a temperature change. In addition, the expansion / contraction device 1X prevents the liquid leaking from rain or an automobile from dropping under the bridge by installing the water stop member 3X. Here, the arrow shown with the broken line has shown the mode that this liquid flows.

図4に、伸縮装置1Xのyz平面の断面図を示す。伸縮装置1Xの接合部9では、隣接するプレート2及び止水部材3Xの間に隙間が発生している。この止水部材3Xの隙間から、水等が落下することを防止する発明が開示されている。  In FIG. 4, sectional drawing of yz plane of the expansion-contraction apparatus 1X is shown. In the joint portion 9 of the telescopic device 1X, a gap is generated between the adjacent plate 2 and the water stop member 3X. An invention is disclosed in which water or the like is prevented from dropping from the gap between the water stop members 3X.

接合部9における止水部材3Xの隙間を埋める第1の方法として、橋梁等を建造する現場にて伸縮装置1Xを設置した後に、接合部9に反応硬化性のある弾性シール材を充填する方法が開示されている(例えば特許文献1参照)。この構成により第1の方法は、接合部9に生じる隙間に、液体状の弾性シール材を流し込むため、高い止水性能を得ることができる。  As a first method of filling the gap of the water stop member 3X in the joint 9, a method of filling the joint 9 with an elastic sealing material having a reaction hardening property after installing the expansion / contraction device 1X at a site where a bridge or the like is constructed Is disclosed (for example, see Patent Document 1). With this configuration, the first method can obtain a high water stopping performance because the liquid elastic sealing material is poured into the gap generated in the joint portion 9.

第2の方法として、弾性を有し且つ接合部9側に突出させた止水部材3Xを採用し、止水部材3Xの突出部分をつき合わせる方法が開示されている(例えば特許文献2参照)。この止水部材3Xの突出部分を、伸縮装置1X同士を連結するネジ等により、圧着状態とする構成により、止水性能を向上している。なお、止水部材3Xの突出部分は、伸縮装置1Xが拡張した際(橋軸方向xに延びた際)、痩せて隙間が発生しないような、十分な大きさとしている。  As a second method, there is disclosed a method in which a water stop member 3X having elasticity and protruding toward the joint portion 9 is employed and the protruding portions of the water stop member 3X are brought together (see, for example, Patent Document 2). . The water-stopping performance is improved by a configuration in which the protruding portion of the water-stopping member 3X is brought into a pressure-bonded state with a screw or the like that connects the extension devices 1X. In addition, the protrusion part of the water stop member 3X is made into a sufficient size so that when the expansion / contraction device 1X is expanded (extends in the bridge axis direction x), a thin gap is not generated.

第3の方法として、弾性を有する止水部材3Xを採用し、接合部9において隣接する止水部材3Xを接着剤で接着する方法が開示されている(例えば特許文献3参照)。この構成により、低コストで、接合部9における止水部材3Xの隙間を塞ぎ、止水性能を向上することができる。  As a third method, there is disclosed a method in which an elastic water-stopping member 3X is employed and the adjacent water-stopping member 3X is bonded with an adhesive at the joint 9 (see, for example, Patent Document 3). With this configuration, it is possible to improve the water stop performance by closing the gap between the water stop members 3X at the joint 9 at a low cost.

第4の方法として、接合部9において、両側の止水部材3Xをそれぞれ凹状及び凸状に形成し、勘合させる方法が開示されている(例えば特許文献4参照)。この構成により、隣接する止水部材3Xを見かけ上、一体とすることができ、止水性能を向上することができる。  As a fourth method, a method is disclosed in which the water-stopping members 3X on both sides are formed in a concave shape and a convex shape in the joint portion 9, and are fitted together (see, for example, Patent Document 4). With this configuration, the adjacent water stop member 3X can be apparently integrated, and the water stop performance can be improved.

しかしながら、上記の伸縮装置の接合方法はいくつかの問題点を有している。第1に、接合部に弾性シール材を充填する方法(第1の方法)は、現場での作業性が悪いという問題を有している。これは、弾性シール材は、一般的に反応硬化性の主剤と硬化剤からなる二液を撹拌する作業が必要となるためである。つまり、現場にて弾性シール材を使用するには、主剤と硬化剤を正しい比率で配合するために煩雑な計量が必要であったり、撹拌する量を少量とすると撹拌不良など品質に悪影響がでやすかったりするなどの問題がある。  However, the above-described expansion device joining method has several problems. First, the method (first method) of filling the joint with the elastic sealing material has a problem that workability on site is poor. This is because the elastic sealing material generally requires an operation of stirring two liquids composed of a reaction curable main agent and a curing agent. In other words, in order to use an elastic sealing material in the field, complicated measurement is required to mix the main agent and curing agent in the correct ratio, and if the amount of stirring is small, quality such as poor stirring will be adversely affected. There are problems such as being easy.

第2に、弾性を有する突出部分を突き合わせる方法(第2の方法)は、突出部分の大きさを決定することが困難であるという問題を有している。これは、伸縮装置における止水部材の変形量やその状態を特定することが困難なためである。また、伸縮装置は、橋梁等に設置された位置により、伸縮量が異なる。そのため、伸縮装置の伸縮量ごとに異なる大きさの突出部分を有する止水部材を成型しなくてはならず、止水部材の製造が煩雑となる。  Second, the method of matching the protruding portions having elasticity (second method) has a problem that it is difficult to determine the size of the protruding portions. This is because it is difficult to specify the amount of deformation and the state of the water stop member in the telescopic device. In addition, the expansion / contraction device differs in the expansion / contraction amount depending on the position where it is installed on the bridge or the like. Therefore, it is necessary to mold a water-stopping member having a protruding portion having a different size for each expansion / contraction amount of the expansion / contraction device, and the manufacture of the water-stopping member becomes complicated.

第3に、隣接する止水部材を接着剤で接着する方法(第3の方法)は、接着剤により接着した止水部材が剥離してしまい、漏水が発生してしまうという問題を有している。これは、止水部材の変形量と、接着剤の変形量が異なることが多く、止水部材の接着を維持できなくなるためである。  3rdly, the method (3rd method) which adhere | attaches an adjacent water stop member with an adhesive has the problem that the water stop member adhere | attached with the adhesive peels and a water leak will generate | occur | produce. Yes. This is because the deformation amount of the water-stopping member and the deformation amount of the adhesive are often different, and the adhesion of the water-stopping member cannot be maintained.

第4に、止水部材の端部にそれぞれ形成した凹凸形状を嵌合する方法(第4の方法)は、止水部材に亀裂が発生し、漏水が発生してしまうという問題を有している。これは、止水部材の変形が、そもそも三次元的で複雑であり、更に凹凸形状の嵌合により変形が複雑化し、異常変形等が発生してしまうためである。また、止水部材は、凹状及び凸状の別々の部材が必要となるため、止水部材の製造が煩雑となる。  4thly, the method (4th method) which fits the uneven | corrugated shape formed in the edge part of a water stop member has the problem that a crack generate | occur | produces in a water stop member and a water leak will generate | occur | produce. Yes. This is because the deformation of the water-stopping member is three-dimensional and complicated in the first place, and the deformation becomes complicated due to the fitting of the concavo-convex shape, and abnormal deformation or the like occurs. Moreover, since the water stop member requires separate concave and convex members, the manufacture of the water stop member becomes complicated.

特開2003−129406号公報Japanese Patent Laid-Open No. 2003-129406 特開2001−140206号公報JP 2001-140206 A 特開2008−57246号公報JP 2008-57246 A 特開平8−284104号公報JP-A-8-284104

本発明は、上記の問題を鑑みてなされたものであり、その目的は、簡便な方法で伸縮装置の接合部における止水性能を向上し、接合部からの漏水を抑制するとともに、現場作業において、隣接する伸縮装置の接合を容易に行うことのできる伸縮装置の接合方法及び伸縮装置を提供することにある。  The present invention has been made in view of the above problems, and its purpose is to improve the water stop performance at the joint portion of the expansion device by a simple method, suppress water leakage from the joint portion, and in field work. An object of the present invention is to provide a joining method and a stretching device for a stretching device that can easily join adjacent stretching devices.

上記の目的を達成するための本発明に係る伸縮装置の接合方法は、2つのプレートと、前記プレートに挟まれたバックアップ部材と、前記バックアップ部材の上方に配置した止水部材を有する伸縮装置を、道路橋幅員方向に複数台接合する伸縮装置の接合方法において、前記2つのプレートの間に前記バックアップ部材を配置し、前記バックアップ部材の上方に反応硬化型弾性体を充填して止水部材を成型して伸縮装置を製造するステップと、平板状に形成した型枠に前記反応硬化型弾性体を充填して連結部材を成型するステップと、前記伸縮装置の道路橋幅員方向の端面で、少なくとも前記止水部材の一部を覆うように前記連結部材を貼り付けるステップと、前記伸縮装置の前記連結部材を挟むように、他の伸縮装置を接合して固定するステップを有することを特徴とする。  In order to achieve the above object, a method for joining an expansion device according to the present invention includes an expansion device having two plates, a backup member sandwiched between the plates, and a water stop member disposed above the backup member. In the joining method of the expansion / contraction device that joins a plurality of units in the width direction of the road bridge, the backup member is disposed between the two plates, and a reaction hardening type elastic body is filled above the backup member to provide a water stop member. At least a step of forming an expansion device by molding, a step of filling the reaction-curing elastic body into a plate-shaped mold and molding a connecting member, and an end surface of the expansion device in the width direction of the road bridge, at least A step of affixing the connecting member so as to cover a part of the water-stopping member; and a step of joining and fixing another extension device so as to sandwich the connection member of the extension device. And characterized in that it has a-up.

この構成により、伸縮装置の接合部における止水性能を向上することができる。これは、止水部材と接合部を塞ぐ連結部材が同一材料で同一物性を有しているためである。また、現場において、伸縮装置の接合作業の作業性を著しく向上することができる。これは、現場にて反応硬化型弾性体を作るための混合作業等が不要となるためである。  With this configuration, it is possible to improve the water stop performance at the joint portion of the expansion device. This is because the water blocking member and the connecting member that closes the joint have the same material and the same physical properties. Moreover, the workability | operativity of the joining operation | work of an expansion-contraction apparatus can be improved remarkably in the field. This is because a mixing operation or the like for making a reaction-curing elastic body on site is unnecessary.

上記の伸縮装置の接合方法において、前記伸縮装置を接合して固定するステップの前に、前記連結部材を貼り付けた位置の上方であって、前記プレートの鉛直方向に延伸したプレート側部端面に、前記連結部材と同じ材料で形成した補助連結部材を貼り付けるステップを有することを特徴とする。この構成により、プレート側部端面から水等が漏れ出し、打設されたコンクリート等に染み出すことを防止することができる。  In the above-described expansion device joining method, before the step of joining and fixing the expansion device, it is above the position where the connecting member is pasted, and on the plate side end surface extending in the vertical direction of the plate. And a step of attaching an auxiliary connecting member formed of the same material as the connecting member. With this configuration, it is possible to prevent water or the like from leaking out from the end face of the plate side and seeping into the placed concrete or the like.

上記の伸縮装置の接合方法において、前記反応硬化型弾性体が、ポリブタジエンを主剤とするポリブタジエン系弾性体、前記ポリブタジエンに発泡剤を添加した発泡ポリブタジエン系弾性体、変性ポリウレタン系弾性体、ポリサルファイド系弾性体、シリコン系弾性体、又はブチルゴム系弾性体のいずれかで構成されたことを特徴とする。この構成により、前述と同様の作用効果を得ることができる。  In the above expansion device joining method, the reaction-curing elastic body is a polybutadiene-based elastic body mainly composed of polybutadiene, a foamed polybutadiene-based elastic body obtained by adding a foaming agent to the polybutadiene, a modified polyurethane-based elastic body, or a polysulfide-based elastic body. It is characterized in that it is composed of any one of a body, a silicon-based elastic body, and a butyl rubber-based elastic body. With this configuration, the same effects as described above can be obtained.

上記の目的を達成するための本発明に係る伸縮装置は、2つのプレートと、前記プレートに挟まれたバックアップ部材と、前記バックアップ部材の上方に配置した止水部材を有する伸縮装置において、前記伸縮装置が、反応硬化型弾性体で成型した止水部材と、前記止水部材と同一材料で且つ前記止水部材の端面に貼り付けるように平板状に成型した連結部材を有していることを特徴とする。この構成により、前述と同様の作用効果を得ることができる。  In order to achieve the above object, the telescopic device according to the present invention includes two plates, a backup member sandwiched between the plates, and a telescopic device having a water stop member disposed above the backup member. The apparatus has a water stop member molded with a reaction-curing elastic body, and a connecting member molded in a flat plate shape so as to be attached to the end surface of the water stop member, using the same material as the water stop member. Features. With this configuration, the same effects as described above can be obtained.

本発明に係る伸縮装置の接合方法及び伸縮装置によれば、簡便な方法で伸縮装置の接合部における止水性能を向上し、接合部からの漏水を抑制するとともに、現場作業において、隣接する伸縮装置の接合を容易に行うことのできる伸縮装置の接合方法及び伸縮装置を提供することができる。  According to the expansion device joining method and the expansion device according to the present invention, the water stopping performance at the joint of the expansion device is improved by a simple method, and water leakage from the joint is suppressed. It is possible to provide a stretching method and a stretching device that can easily join the devices.

本発明に係る実施の形態の伸縮装置の概略を示した図である。It is the figure which showed the outline of the expansion-contraction apparatus of embodiment which concerns on this invention. 本発明に係る実施の形態の伸縮装置の接合時の概略を示した図である。It is the figure which showed the outline at the time of joining of the expansion-contraction apparatus of embodiment which concerns on this invention. 従来の伸縮装置を示した概略図である。It is the schematic which showed the conventional expansion-contraction apparatus. 従来の伸縮装置を示した概略図である。It is the schematic which showed the conventional expansion-contraction apparatus.

以下、本発明に係る実施の形態の伸縮装置の接合方法及び伸縮装置について説明する。図1に、本発明の実施の形態の伸縮装置1の概略を示す。伸縮装置1は、向かい合わせて配置した2つのプレート2と、2つのプレート2の間に配置したバックアップ部材6と、バックアップ部材6の上方に配置した止水部材3と、止水部材3の接合部9(道路橋幅員方向yの端部)に貼り付ける平板状の連結部材4を有している。また、このプレート2は、隣接する伸縮装置1を互いに連結するための接合金具11を有している。  DESCRIPTION OF EMBODIMENTS Hereinafter, a method for joining an expansion device and an expansion device according to an embodiment of the present invention will be described. In FIG. 1, the outline of the expansion-contraction apparatus 1 of embodiment of this invention is shown. The expansion / contraction device 1 includes two plates 2 arranged opposite to each other, a backup member 6 disposed between the two plates 2, a water-stop member 3 disposed above the backup member 6, and a joint of the water-stop member 3. It has the flat connection member 4 affixed on the part 9 (edge part of the road bridge width direction y). Moreover, this plate 2 has the joining metal fitting 11 for connecting the adjacent expansion-contraction apparatus 1 mutually.

ここで、止水部材3及び連結部材4は、反応硬化型弾性体で構成している。この反応硬化型弾性体は、例えばポリブタジエンを主剤とし、イソシアネートプレポリマーを硬化剤とし、この硬化剤を主剤の質量に対して5〜10%の質量を混合したポリブタジエン系弾性体で構成することができる。このポリブタジエン系弾性体で構成した止水部材3及び連結部材4は、表面の接着性が高く、全長が5倍以上伸びる性質を有している。なお、反応硬化型弾性体のうち、2種の材料を混合して構成するものを特に2成分型弾性体という。また、バックアップ部材6は、変形可能な材料であればよく、例えばウレタン等を利用することができる。更に、プレート2は、金属材料で構成している。  Here, the water stop member 3 and the connecting member 4 are made of a reaction-curing elastic body. This reaction-curing elastic body may be composed of, for example, a polybutadiene-based elastic body in which polybutadiene is used as a main agent, an isocyanate prepolymer is used as a hardening agent, and the hardening agent is mixed in a mass of 5 to 10% with respect to the weight of the main agent. it can. The water-stop member 3 and the connecting member 4 made of this polybutadiene-based elastic body have high surface adhesiveness and a property that the total length is extended by 5 times or more. In addition, among the reaction-curing elastic bodies, those formed by mixing two kinds of materials are particularly called two-component elastic bodies. Moreover, the backup member 6 should just be a deformable material, for example, urethane etc. can be utilized. Furthermore, the plate 2 is made of a metal material.

次に、伸縮装置の製造方法及び接合方法について説明する。まず、工場にて、2つのプレート2とバックアップ部材6を組み合わせる。このプレート2等で内側に形成した型枠状の空間に、主剤と硬化剤を混合した2成分型弾性体を充填、硬化養生し、伸縮装置1を製造する。また、平板状に形成した型枠に、上記と同質の2成分型弾性体を充填し、硬化養生し、平板状の連結部材4を成型する。この平板状の連結部材4は、連結部材4に接着しにくいシート等で包み、運搬可能状態とする。  Next, the manufacturing method and joining method of an expansion / contraction apparatus will be described. First, the two plates 2 and the backup member 6 are combined at the factory. The expansion and contraction device 1 is manufactured by filling a mold-like space formed inside the plate 2 and the like with a two-component elastic body in which a main agent and a curing agent are mixed and curing. In addition, a two-component elastic body having the same quality as that described above is filled into a mold formed in a flat plate shape, cured and cured, and a flat plate-shaped connecting member 4 is molded. This flat connecting member 4 is wrapped in a sheet or the like that is difficult to adhere to the connecting member 4 so as to be transportable.

次に、橋梁等の伸縮装置設置現場において、接合部9となる伸縮装置1の端部に、プライマーを塗布する。このプライマーを塗布した伸縮装置1の端部に、シートをはがしながら連結部材4を貼り付ける。ここで、伸縮装置1の端面において、連結部材4は、少なくとも止水部材3の一部、望ましくは上端を覆うように、更に望ましくは全体を覆うように接着される。また、連結部材4は、伸縮装置1の橋軸方向xにはみ出す大きさであることが望ましい。この連結部材4を貼り付けた伸縮装置1に合わせるように、他の連結部材2を接近させ、2つの伸縮装置1を道路橋幅員方向yにボルトナット等で連結する。このとき、連結部材4は、道路橋幅員方向yに圧縮された状態とする。上記を繰り返し、道路橋幅員方向yに複数の伸縮装置1を連結していく。その後、伸縮装置1の橋軸方向xに、コンクリート及びアスファルトを打設し、伸縮装置1の設置を完了する。  Next, a primer is applied to the end of the expansion / contraction device 1 that becomes the joint 9 at the installation site of the expansion device such as a bridge. The connecting member 4 is affixed to the end of the telescopic device 1 to which this primer has been applied while peeling the sheet. Here, at the end face of the telescopic device 1, the connecting member 4 is bonded so as to cover at least a part of the water-stopping member 3, preferably the upper end, and more preferably the whole. Moreover, it is desirable that the connecting member 4 has a size that protrudes in the bridge axis direction x of the telescopic device 1. The other connecting members 2 are brought close to each other so as to match the extension device 1 to which the connecting member 4 is attached, and the two extension devices 1 are connected in the road bridge width direction y with bolts and nuts. At this time, the connecting member 4 is compressed in the road bridge width direction y. By repeating the above, a plurality of expansion devices 1 are connected in the road bridge width direction y. Thereafter, concrete and asphalt are placed in the bridge axis direction x of the expansion device 1 to complete the installation of the expansion device 1.

上記の構成により、以下の作用効果を得ることができる。第1に、伸縮装置1の接合部9における止水性能を向上することができる。これは、止水部材3及び連結部材4を同一材料で構成したためである。つまり、伸縮装置1に外力が働き伸縮した場合に、止水部材3及び連結部材4が一体の材料として挙動するため、止水部材3と連結部材4の間にせん断力が発生しない。従って、止水部材3と連結部材4の剥離を防止することができるため、接合部9に隙間が生じて漏水が発生する事態を防止することができる。また、止水部材3及び連結部材4は、複雑な変形を起したとしても接着状態を維持したまま互いに追従するため、止水性能を向上することができる。  With the above configuration, the following operational effects can be obtained. 1stly, the water stop performance in the junction part 9 of the expansion-contraction apparatus 1 can be improved. This is because the water stop member 3 and the connecting member 4 are made of the same material. That is, when an external force acts on the expansion / contraction device 1 and expands and contracts, the water stop member 3 and the connection member 4 behave as an integral material, so that no shear force is generated between the water stop member 3 and the connection member 4. Therefore, since the water stop member 3 and the connecting member 4 can be prevented from being peeled off, it is possible to prevent a situation in which a gap occurs in the joint portion 9 and water leakage occurs. Moreover, since the water stop member 3 and the connecting member 4 follow each other while maintaining an adhesive state even if complicated deformation occurs, the water stop performance can be improved.

第2に、伸縮装置1を設置し接合する現場において、伸縮装置1の接合作業の作業性を著しく向上することができる。これは、主剤と硬化剤を混合するための器具及び作業が不要となるためである。また、現場で2成分型弾性体の混合を行わないため、撹拌不良等の問題が発生しない。更に、2成分型弾性の混合や養生等を、環境の安定した工場等で成型できるため、止水部材3及び連結部材4の品質を向上することができる。  2ndly, the workability | operativity of the joining operation | work of the expansion-contraction apparatus 1 can be improved remarkably in the field where the expansion-contraction apparatus 1 is installed and joined. This is because an instrument and operation for mixing the main agent and the curing agent are not necessary. Moreover, since the two-component elastic body is not mixed on site, problems such as poor stirring do not occur. Furthermore, since mixing of two-component type elasticity, curing, and the like can be molded in a factory with a stable environment, the quality of the water stop member 3 and the connecting member 4 can be improved.

第3に、伸縮装置1の接合を再現性の高い接合方法で行うことができる。これは、工場とは異なり不安定な環境下にある現場であっても、伸縮装置1の接合が、伸縮装置1と既に成型された連結部材4を貼り合わせる作業のみで、実現できるためである。  Thirdly, the expansion / contraction device 1 can be bonded by a bonding method with high reproducibility. This is because, even in a site in an unstable environment unlike a factory, the expansion / contraction device 1 can be joined only by bonding the expansion / contraction device 1 and the already formed connecting member 4. .

なお、連結部材4は、道路橋幅員方向yの厚みを0.5mm以上30mm以下とすることが望ましい。また、止水部材3及び連結部材4の材料は、反応硬化型弾性体であれば上記に限られない。例えば、前述したポリブタジエンに発泡剤を添加して発泡ポリブタジエン系弾性体を使用してもよい。この弾性体は、発泡剤を添加された主剤と硬化剤を混合する2成分型弾性体、又は主剤、硬化剤、発泡剤を混合する3成分型弾性体などがある。また、2液混合型又は2成分型の変性ポリウレタン系弾性体を使用してもよい。更に、ポリサルファイド系弾性体、シリコン系弾性体、又はブチルゴム系弾性体を使用してもよい。なお、このポリサルファイド系弾性体等は、1成分型又は2成分型がある。  In addition, as for the connection member 4, it is desirable that the thickness of the road bridge width direction y shall be 0.5 mm or more and 30 mm or less. Moreover, if the material of the water stop member 3 and the connection member 4 is a reaction hardening type elastic body, it will not be restricted to the above. For example, a foamed polybutadiene-based elastic body may be used by adding a foaming agent to the polybutadiene described above. Examples of the elastic body include a two-component elastic body in which a main agent to which a foaming agent is added and a curing agent are mixed, or a three-component elastic body in which a main agent, a curing agent, and a foaming agent are mixed. Further, a two-component mixed type or two-component type modified polyurethane elastic body may be used. Furthermore, a polysulfide elastic body, a silicon elastic body, or a butyl rubber elastic body may be used. In addition, this polysulfide type elastic body has a one-component type or a two-component type.

加えて、止水部材3及び連結部材4を成型する際、同一の混合容器で混合された反応硬化型弾性体を使用することが望ましい。この構成により、止水部材3及び連結部材4の物性が同一となるためである。  In addition, when the water stop member 3 and the connecting member 4 are molded, it is desirable to use a reaction hardening type elastic body mixed in the same mixing container. This is because the water stopping member 3 and the connecting member 4 have the same physical properties.

図2に、本発明の異なる実施の形態の伸縮装置1aの接合時の概略を示す。図2の上方の図は、伸縮装置1aの接合部9となる端面を示している。この伸縮装置1aのプレート2は、鉛直方向に延伸したプレート側部端面21を有している。なお、20は、コンクリート等の打設予定領域を示しており、伸縮装置1aを接合する際には、コンクリート等は打設されていない。  In FIG. 2, the outline at the time of joining of the expansion-contraction apparatus 1a of different embodiment of this invention is shown. The upper part of FIG. 2 shows an end surface that becomes the joint 9 of the expansion / contraction device 1a. The plate 2 of the telescopic device 1a has a plate side end face 21 extending in the vertical direction. In addition, 20 has shown the placement plan area | regions, such as concrete, and concrete etc. are not placed when joining the expansion-contraction apparatus 1a.

図2の下方の図は、伸縮装置1aに連結部材4を貼り付けた状態を示している。この連結部材4は、橋軸方向xにおいて、少なくとも止水部材3の全体をも覆うことのできる長さとしている。望ましくは、連結部材4が、鉛直方向zにおいて止水部材3の全体を覆うことのできる高さとする。また、止水部材3の上方に位置するプレート側部端面21に、補助連結部材5を貼り付けている。この補助連結部材5は、連結部材4を小さく切り分けたものを使用することができる。  The lower part of FIG. 2 shows a state in which the connecting member 4 is pasted on the telescopic device 1a. The connecting member 4 has a length that can cover at least the entire water blocking member 3 in the bridge axis direction x. Desirably, the connecting member 4 has a height that can cover the entire water blocking member 3 in the vertical direction z. The auxiliary connecting member 5 is attached to the plate side end face 21 located above the water stop member 3. As the auxiliary connecting member 5, a member obtained by cutting the connecting member 4 into small pieces can be used.

上記の構成により、プレート側部端面21の止水性能を向上することができる。つまり、プレート側部端面21から水等が漏れ出し、打設されたコンクリート20等に染み出すことを防止することができる。  With the above configuration, the water stop performance of the plate side end face 21 can be improved. That is, it is possible to prevent water or the like from leaking out from the plate side end face 21 and seeping into the placed concrete 20 or the like.

1、1a 伸縮装置
2 プレート
3 止水部材
4 連結部材
5 補助連結部材
6 バックアップ部材
9 接合部
20 道路
21 プレート側部端面
x 橋軸方向
y 道路橋幅員方向
DESCRIPTION OF SYMBOLS 1, 1a Expansion-contraction apparatus 2 Plate 3 Water stop member 4 Connecting member 5 Auxiliary connecting member 6 Backup member 9 Joint part 20 Road 21 Plate side part end surface x Bridge axial direction y Road bridge width direction

Claims (4)

2つのプレートと、前記プレートに挟まれたバックアップ部材と、前記バックアップ部材の上方に配置した止水部材を有する伸縮装置を、道路橋幅員方向に複数台接合する伸縮装置の接合方法において、
前記2つのプレートの間に前記バックアップ部材を配置し、前記バックアップ部材の上方に反応硬化型弾性体を充填して止水部材を成型して伸縮装置を製造するステップと、
平板状に形成した型枠に前記反応硬化型弾性体を充填して連結部材を成型するステップと、
前記伸縮装置の道路橋幅員方向の端面で、少なくとも前記止水部材の一部を覆うように前記連結部材を貼り付けるステップと、
前記伸縮装置の前記連結部材を挟むように、他の伸縮装置を接合して固定するステップを有することを特徴とする伸縮装置の接合方法。
In the joining method of the telescopic device that joins two plates, a backup member sandwiched between the plates, and a telescopic device having a water stop member arranged above the backup member in the road bridge width direction,
Arranging the backup member between the two plates, filling a reaction-curing elastic body above the backup member and molding a water stop member to produce an expansion device;
Filling the reaction-curing elastic body into a plate-shaped mold and molding a connecting member;
Affixing the connecting member so as to cover at least a part of the water-stopping member at the end face of the expansion / contraction device in the road bridge width direction;
A joining method for an expansion / contraction device, comprising the step of joining and fixing another expansion / contraction device so as to sandwich the connecting member of the expansion / contraction device.
前記伸縮装置を接合して固定するステップの前に、
前記連結部材を貼り付けた位置の上方であって、前記プレートの鉛直方向に延伸したプレート側部端面に、前記連結部材と同じ材料で形成した補助連結部材を貼り付けるステップを有することを特徴とする請求項1に記載の伸縮装置の接合方法。
Before the step of joining and fixing the telescopic device,
A step of attaching an auxiliary connecting member formed of the same material as that of the connecting member to a plate side end surface extending in a vertical direction of the plate above a position where the connecting member is attached; The joining method of the expansion-contraction apparatus of Claim 1 to do.
前記反応硬化型弾性体が、ポリブタジエンを主剤とするポリブタジエン系弾性体、前記ポリブタジエンに発泡剤を添加した発泡ポリブタジエン系弾性体、変性ポリウレタン系弾性体、ポリサルファイド系弾性体、シリコン系弾性体、又はブチルゴム系弾性体のいずれかで構成されたことを特徴とする請求項1又は2に記載の伸縮装置の接合方法。  The reaction-curing elastic body is a polybutadiene-based elastic body mainly composed of polybutadiene, a foamed polybutadiene-based elastic body obtained by adding a foaming agent to the polybutadiene, a modified polyurethane-based elastic body, a polysulfide-based elastic body, a silicon-based elastic body, or a butyl rubber. 3. The expansion / contraction apparatus joining method according to claim 1, wherein the expansion apparatus is composed of any one of an elastic body. 2つのプレートと、前記プレートに挟まれたバックアップ部材と、前記バックアップ部材の上方に配置した止水部材を有する伸縮装置において、
前記伸縮装置が、反応硬化型弾性体で成型した止水部材と、前記止水部材と同一材料で且つ前記止水部材の端面に貼り付けるように平板状に成型した連結部材を有していることを特徴とする伸縮装置。
In a telescopic device having two plates, a backup member sandwiched between the plates, and a water stop member disposed above the backup member,
The expansion and contraction device has a water stop member formed of a reaction-curing elastic body, and a connecting member formed of a flat plate so as to be attached to the end surface of the water stop member using the same material as the water stop member. A telescopic device characterized by that.
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