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JP7680232B2 - Bridge expansion device and its manufacturing method - Google Patents
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JP7680232B2 - Bridge expansion device and its manufacturing method - Google Patents

Bridge expansion device and its manufacturing method Download PDF

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JP7680232B2
JP7680232B2 JP2021046132A JP2021046132A JP7680232B2 JP 7680232 B2 JP7680232 B2 JP 7680232B2 JP 2021046132 A JP2021046132 A JP 2021046132A JP 2021046132 A JP2021046132 A JP 2021046132A JP 7680232 B2 JP7680232 B2 JP 7680232B2
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尚志 山口
康之 川西
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Inoac Corp
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Description

本発明は、橋梁構造物の継目部に設置される橋梁用伸縮装置およびその製造方法に関する。 The present invention relates to a bridge expansion device that is installed at the joints of bridge structures and a method for manufacturing the same.

道路橋等の橋梁は、橋脚や橋台などの下部構造物の上部に、床版や橋桁などを有する上部構造物が掛け渡されて、橋梁の端側で取り付け道路に接続している。このような橋梁の上部構造物は、床版などの交通荷重によるたわみや温度変化に伴う伸縮等により生じる動きを吸収するために、床版と道路との継目部や床版同士の継目部に橋梁用伸縮装置(例えば、特許文献1参照)を設置している。特許文献1に開示の橋梁用伸縮装置は、床版や道路に接続して所定間隔で離間する一対の支持部と、両支持部の間に架設するように接着されたゴムシール材とを有し、床版や道路の伸縮を一対の支持部の隙間(遊間)により許容すると共に、遊間から雨水や砂石等が落下するのをゴムシール材によって防いでいる。 In bridges such as road bridges, a superstructure with a deck and bridge girders is suspended over a substructure such as a pier or abutment, and is connected to the road at the end of the bridge. In order to absorb movements caused by deflection of the deck due to traffic load and expansion and contraction due to temperature changes, bridge expansion devices (see, for example, Patent Document 1) are installed at the joints between the deck and road and between decks themselves in the superstructure of such bridges. The bridge expansion device disclosed in Patent Document 1 has a pair of supports that are connected to the deck or road and spaced apart at a predetermined distance, and a rubber sealant that is bonded to be installed between the two supports, and allows the deck or road to expand and contract through the gap (gap) between the pair of supports, while the rubber sealant prevents rainwater, sand, and gravel from falling through the gap.

特許第4601689号公報Patent No. 4601689

特許文献1に開示の橋梁用伸縮装置では、ゴムシール材が路面側に露出しているため、紫外線やオゾンなどに暴露されることに起因して生ずる硬化および分子鎖切断等の劣化や、車両のタイヤとの接触による摩耗、あるいは表面に堆積した砂石を介して加わる車両の荷重に起因する劣化によって、ゴムシール材に経時的に裂けや亀裂が発生してシール性が低下してしまい、雨水や砂石等の遊間からの落下を防止することができなくなり、ゴムシール材の下方の構造物を腐食させたり劣化させてしまう等の悪影響を及ぼす問題がある。 In the bridge expansion device disclosed in Patent Document 1, the rubber sealant is exposed to the road surface, and as a result, deterioration such as hardening and molecular chain scission caused by exposure to ultraviolet rays and ozone, wear due to contact with vehicle tires, and deterioration caused by the load of the vehicle applied through the sand and gravel accumulated on the surface can cause tears and cracks in the rubber sealant over time, reducing its sealing ability, making it impossible to prevent rainwater, sand, and gravel from falling through the gaps, and causing adverse effects such as corrosion and deterioration of structures below the rubber sealant.

すなわち本発明は、シール性に優れた橋梁用伸縮装置およびその製造方法を提供することを目的とする。 In other words, the objective of the present invention is to provide a bridge expansion device with excellent sealing properties and a manufacturing method thereof.

課題を克服し、所期の目的を達成するため、本願の第1の発明は、
対向位置する橋梁構造物を繋ぐ橋梁用伸縮装置であって、
所定間隔離間するよう位置されて、橋梁構造物の夫々に対応するよう固定される支持部と、
前記支持部の間を繋ぐように設けられて、当該支持部の間の隙間を第1シール部で塞ぐ第1ゴムシール材と、
前記第1ゴムシール材の第1シール部より下方に離間する位置に、前記支持部の間を繋ぐように設けられて、当該支持部の間の隙間を第2シール部で塞ぐ第2ゴムシール材と、を備えていることを要旨とする。
このように、第1ゴムシール材の下方に第2ゴムシール材を設けたので、該第2ゴムシール材は、紫外線やオゾンに暴露され難くて硬化や分子鎖切断等の劣化を抑えることができると共に、タイヤが接触したり砂石を介して車両の荷重が加わることもないので、第2ゴムシール材のシール性を長期に亘って維持することができる。すなわち、橋梁用伸縮装置のシール性を高めて、隙間(遊間)からの雨水や砂石等の落下を防止して、下方の構造物に悪影響を及ぼすのを防ぐことができる。
In order to overcome the problems and achieve the intended object, the first invention of the present application provides:
A bridge expansion device that connects opposing bridge structures,
Supports are positioned at a predetermined distance from each other and fixed to correspond to each of the bridge structures;
a first rubber seal member provided to connect the support portions and to seal the gap between the support portions with a first seal portion;
The gist of the invention is that it comprises a second rubber sealant that is provided at a position spaced below the first seal portion of the first rubber sealant so as to connect the support portions and seal the gap between the support portions with the second seal portion.
In this way, since the second rubber sealant is provided below the first rubber sealant, the second rubber sealant is less likely to be exposed to ultraviolet rays or ozone, and deterioration such as hardening or molecular chain scission can be suppressed, and since the load of the vehicle is not applied to the second rubber sealant through contact with tires or sand and gravel, the sealing performance of the second rubber sealant can be maintained for a long period of time. In other words, the sealing performance of the bridge expansion joint is improved, and it is possible to prevent rainwater, sand and gravel from falling through the gap (gap) and causing adverse effects on the structure below.

第2の発明は、
前記第1ゴムシール材と前記支持部との接合強度が、前記第2ゴムシール材と前記支持部および/または第1ゴムシール材との接合強度より大きいことを要旨とする。
このように、路面側に暴露する第1ゴムシール材の接合強度を、路面側に暴露しない第2ゴムシール材の接合強度より大きくすることで、橋梁用伸縮装置の機能を損なうことなくシール性を高めることができる。また、路面側に暴露しない第2ゴムシール材の接合強度を抑制することで、当該第2ゴムシール材の取り付け作業を簡略化できる。
The second invention is
The gist of the present invention is that the bonding strength between the first rubber sealant and the supporting portion is greater than the bonding strength between the second rubber sealant and the supporting portion and/or the first rubber sealant.
In this way, by making the bonding strength of the first rubber sealant exposed to the road surface greater than that of the second rubber sealant not exposed to the road surface, it is possible to improve the sealing performance without impairing the function of the bridge expansion device. Also, by reducing the bonding strength of the second rubber sealant not exposed to the road surface, it is possible to simplify the installation work of the second rubber sealant.

第3の発明は、
前記第2ゴムシール材は、前記第2シール部の端部に連設されて前記支持部に対向する脚部を備え、当該脚部が当該支持部および/または前記第1ゴムシール材に接合されると共に、
前記第2ゴムシール材の脚部における前記第2シール部との連設端側に非接合部が設けられていることを要旨とする。
このように、第2ゴムシール材に非接合部を設けたので、隙間が伸長する際には第2ゴムシール材が広い範囲で弾性変形するのを許容し、支持部や第1ゴムシール材との接合部に掛かる負荷を抑えて破損等するのを防ぐことができる。
The third invention is
The second rubber sealant has a leg portion connected to an end of the second seal portion and facing the support portion, the leg portion being joined to the support portion and/or the first rubber sealant,
The present invention is characterized in that a non-jointed portion is provided on the leg portion of the second rubber seal material at an end portion connected to the second seal portion.
In this way, by providing a non-jointed portion in the second rubber sealing material, the second rubber sealing material is allowed to elastically deform over a wide range when the gap expands, and the load on the support portion and the joint with the first rubber sealing material is reduced, preventing damage, etc.

課題を克服し、所期の目的を達成するため、本願の第4の発明は、
対向位置する橋梁構造物を繋ぐ橋梁用伸縮装置の製造方法であって、
所定間隔離間して配置した支持部の間を繋ぐように第1ゴムシール材を固定して、当該支持部の間の隙間を第1ゴムシール材の第1シール部で塞ぐと共に、
前記第1ゴムシール材の第1シール部より下方に離間する位置に、前記支持部の間を繋ぐように第2ゴムシール材を固定して、当該支持部の間の隙間を第2ゴムシール材の第2シール部で塞ぐようにしたことを要旨とする。
このように、第1ゴムシール材は弾性変形可能な第1折返し部を有しているので、該第1折返し部を弾性変形させて一対の支持部の隙間を広げた状態で、第2ゴムシール材を設ける作業を容易に行うことができる。
In order to overcome the problems and achieve the intended object, the fourth invention of the present application is:
A method for manufacturing a bridge expansion device that connects opposing bridge structures, comprising the steps of:
A first rubber seal is fixed so as to connect the support parts arranged at a predetermined distance from each other, and the gap between the support parts is sealed with a first seal part of the first rubber seal,
The gist of the invention is that a second rubber sealing material is fixed to a position spaced below the first sealing portion of the first rubber sealing material so as to connect the support portions, and the gap between the support portions is sealed by the second sealing portion of the second rubber sealing material.
In this way, since the first rubber sealing material has a first folded portion that is elastically deformable, the work of installing the second rubber sealing material can be easily performed by elastically deforming the first folded portion to widen the gap between the pair of support portions.

第5の発明は、
前記第1ゴムシール材と前記支持部との接合強度が前記第2ゴムシール材と前記支持部および/または第1ゴムシール材との接合強度より大きくなるように当該第2ゴムシール材を支持部および/または第1ゴムシール材に接合するようにしたことを要旨とする。
このように、路面側に暴露する第1ゴムシール材の接合強度を、路面側に暴露しない第2ゴムシール材の接合強度より大きくすることで、橋梁用伸縮装置の機能を損なうことなくシール性を高めることができる。また、路面側に暴露しない第2ゴムシール材の接合強度を抑制することで、当該第2ゴムシール材の取り付け作業を簡略化できる。
The fifth invention is
The gist of the present invention is that the second rubber sealing material is joined to the supporting portion and/or the first rubber sealing material so that the bonding strength between the first rubber sealing material and the supporting portion is greater than the bonding strength between the second rubber sealing material and the supporting portion and/or the first rubber sealing material.
In this way, by making the bonding strength of the first rubber sealant exposed to the road surface greater than that of the second rubber sealant not exposed to the road surface, it is possible to improve the sealing performance without impairing the function of the bridge expansion device. Also, by reducing the bonding strength of the second rubber sealant not exposed to the road surface, it is possible to simplify the installation work of the second rubber sealant.

第6の発明は、
前記第2ゴムシール材における前記支持部に対向する脚部と前記第2シール部との連設端側に非接合部を設けた状態で、当該脚部を前記支持部および/または第1ゴムシール材に接合するようにしたことを要旨とする。
このように、第2ゴムシール材に非接合部を設けるようにすることで、隙間が伸長する際には第2ゴムシール材が広い範囲で弾性変形するのを許容し、支持部や第1脚部との接合部に掛かる負荷を抑えて破損等するのを防ぐことができる。
The sixth invention is
The gist of the invention is that a non-jointed portion is provided on the connected end between the leg portion facing the support portion in the second rubber sealing material and the second sealing portion, and the leg portion is joined to the support portion and/or the first rubber sealing material.
In this way, by providing a non-jointed portion in the second rubber sealing material, the second rubber sealing material is allowed to elastically deform over a wide range when the gap expands, and the load on the joint with the support part and the first leg part is reduced, preventing damage, etc.

本発明によれば、橋梁用伸縮装置のシール性を高めることができる。 The present invention can improve the sealing performance of bridge expansion joints.

実施例に係る橋梁用伸縮装置を示す概略平面図である。1 is a schematic plan view showing a bridge expansion device according to an embodiment of the present invention. 図1のA-A線断面図であって、(a)は隙間(遊間)が伸長する前の状態を示し、(b)は隙間(遊間)が伸長した状態を示す。2 is a cross-sectional view taken along line AA in FIG. 1, in which (a) shows the state before the gap (gap) is expanded, and (b) shows the state after the gap (gap) is expanded. 実施例および比較例の接着剤を評価する図表である。1 is a table evaluating the adhesives of the examples and comparative examples. 実施例に係る橋梁用伸縮装置の製造工程を示す説明図である。FIG. 4 is an explanatory diagram showing a manufacturing process of the bridge expansion device according to the embodiment. 第1の別実施例に係る橋梁用伸縮装置を示す概略縦断面図である。FIG. 2 is a schematic vertical cross-sectional view showing a bridge expansion device according to a first alternative embodiment. 第2の別実施例に係る橋梁用伸縮装置を示す概略縦断面図である。FIG. 11 is a schematic vertical cross-sectional view showing a bridge expansion device according to a second alternative embodiment.

次に、本発明に係る橋梁用伸縮装置およびその製造方法につき、好適な実施例を挙げて、添付図面を参照して以下に説明する。 Next, a preferred embodiment of the bridge expansion device and its manufacturing method according to the present invention will be described below with reference to the attached drawings.

実施例の橋梁用伸縮装置10は、橋梁を構成する橋梁構造物である床版同士または床版と道路との継目部に設置される装置である。この橋梁用伸縮装置10は、図1、図2に示すように、所定間隔離して対向配置される一対の継手部材12,12と、該継手部材12,12の間の隙間(以後、遊間という)14に設けられた第1ゴムシール材16と、遊間14における第1ゴムシール材16の第1シール部16bより下方に離間する位置に設けられた第2ゴムシール材18と、を備えている。この継手部材12は、板状の支持部20と、該支持部20の下端に設けられて他方の継手部材12から離間するように延在する底板22と、支持部20の外側面に設けられて他方の継手部材12から離間するように延在する異径筋棒24と、を備えている。そして、一対の継手部材12の支持部20を離間して対向させた状態で、底板22や異径筋棒24が橋梁構造物である床版または道路に固定される。このように、橋梁用伸縮装置10は、一対の継手部材12,12が車両の通行方向に離間するよう継目部に設置され、上下に位置する第1ゴムシール材16および第2ゴムシール材18により遊間14からの雨水や砂石等の落下を阻止し得るようになっている。この支持部20は、短手が上下方向に延在すると共に長手が通行方向と交差する道幅方向に延在する板状に形成されており、この実施形態では凹部と凸部とが長手方向で反復するよう形成されているが、屈曲状であってもよく、また平板状であってもよい。また、支持部20、底板22および異径筋棒24は何れも鋼材であって、支持部20としては、一般構造用鋼(SS400)が好適に用いられる。 The bridge expansion device 10 of the embodiment is a device installed at the joint between decks or between a deck and a road, which are bridge structures that constitute a bridge. As shown in Figures 1 and 2, this bridge expansion device 10 is equipped with a pair of joint members 12, 12 arranged facing each other with a predetermined distance between them, a first rubber seal material 16 provided in the gap (hereinafter referred to as the gap) 14 between the joint members 12, 12, and a second rubber seal material 18 provided at a position spaced below the first seal portion 16b of the first rubber seal material 16 in the gap 14. This joint member 12 is equipped with a plate-shaped support portion 20, a bottom plate 22 provided at the lower end of the support portion 20 and extending away from the other joint member 12, and a different diameter reinforcing bar 24 provided on the outer surface of the support portion 20 and extending away from the other joint member 12. Then, with the support parts 20 of the pair of joint members 12 facing each other with a space between them, the bottom plate 22 and the different diameter reinforcing bars 24 are fixed to the deck or road, which is a bridge structure. In this way, the bridge expansion device 10 is installed at the joint part so that the pair of joint members 12, 12 are separated in the direction of vehicle traffic, and the first rubber seal material 16 and the second rubber seal material 18 located above and below are designed to prevent rainwater, sand, and stones from falling through the gap 14. The support part 20 is formed in a plate shape with its short side extending in the vertical direction and its long side extending in the road width direction intersecting with the traffic direction. In this embodiment, the recessed and protruding parts are formed so as to be repeated in the longitudinal direction, but it may be bent or flat. The support part 20, the bottom plate 22, and the different diameter reinforcing bars 24 are all made of steel, and general structural steel (SS400) is preferably used for the support part 20.

第1ゴムシール材16は、例えば、クロロプレンゴム(CR)を材質として、一対の支持部20,20に加硫接着されたものであって、図2に示すように、各支持部20に沿って上下方向に延在する第1脚部16a,16aと、両第1脚部16a,16aの上端間に連設されて下方に向けて略U字に折り返されて垂下する第1シール部16bと、を備え、両第1脚部16a,16aの外側面が各支持部20の内側面に加硫接着されて、第1シール部16bが一対の支持部20,20の間に臨んでいる。すなわち、第1シール部16bにおける支持部20,20の離間方向の端部に第1脚部16a,16aが対向するよう連設されて、支持部20,20の路面側の端側を第1ゴムシール材16で繋ぐようにして遊間14を塞いでいる。また、第1ゴムシール材16は、支持部20,20の長手方向の全長に亘って設けられ、一対の支持部20,20の間の遊間14を長手方向の全長に亘って塞ぐと共に、該遊間14が伸縮する際には第1シール部16bが弾性変形して支持部20,20の移動に追従するよう構成される。また、第1ゴムシール材16には、各第1脚部16aにおける第1シール部16bの下端より下方位置に、内側に突出するストッパ16cが設けられ、第2ゴムシール材18の後述する接着作業に際し、該ストッパ16c,16cによって第2ゴムシール材18の位置決めを行い得るよう構成される(図4(d)参照)。 The first rubber seal 16 is made of, for example, chloroprene rubber (CR) and is vulcanized and bonded to a pair of support parts 20, 20. As shown in FIG. 2, the first legs 16a, 16a extend vertically along each support part 20, and the first seal part 16b is connected between the upper ends of the first legs 16a, 16a and is folded back downward in an approximately U-shape and hangs down. The outer surfaces of the first legs 16a, 16a are vulcanized and bonded to the inner surfaces of each support part 20, and the first seal part 16b faces between the pair of support parts 20, 20. In other words, the first legs 16a, 16a are connected to the ends of the support parts 20, 20 in the direction of separation of the first seal part 16b so as to face each other, and the ends of the support parts 20, 20 on the road surface side are connected by the first rubber seal 16 to close the gap 14. The first rubber seal 16 is provided over the entire length of the support parts 20, 20 in the longitudinal direction, and fills the gap 14 between the pair of support parts 20, 20 over the entire length in the longitudinal direction, and is configured so that when the gap 14 expands or contracts, the first seal part 16b elastically deforms to follow the movement of the support parts 20, 20. The first rubber seal 16 is also provided with stoppers 16c that protrude inward below the lower end of the first seal part 16b in each first leg part 16a, and is configured so that the second rubber seal 18 can be positioned by the stoppers 16c, 16c during the bonding operation of the second rubber seal 18 described later (see FIG. 4(d)).

第2ゴムシール材18は、例えば、クロロプレンゴムを材質として、一対の支持部20,20に接着剤26によって接着されたものであって、第1ゴムシール材16と略同一形状に形成されている。すなわち、第2ゴムシール材18は、図2に示すように、各支持部20に沿って上下方向に延在する第2脚部18a,18aと、両第2脚部18a,18aの上端間に連設されて下方に向けて略U字に折り返されて垂下する第2シール部18bとからなり、両第2脚部18a,18aの外側面が、各支持部20の内側面に接着剤26によって接着されて、第2シール部18bが一対の支持部20,20の間に臨んでいる。すなわち、第2シール部18bにおける支持部20,20の離間方向の端部に第2脚部18a,18aが対向するよう連設されて、第1ゴムシール材16の第1シール部16bより下方に離間する位置を、第2ゴムシール材18で繋ぐようにして遊間14を塞いでいる。また、第2ゴムシール材18は、支持部20,20の長手方向の全長に亘って設けられ、一対の支持部20,20の間の遊間14を長手方向の全長に亘って塞ぐと共に、該遊間14が伸縮する際には第2シール部18bが弾性変形して支持部20,20の移動に追従するよう構成される。 The second rubber seal 18 is made of, for example, chloroprene rubber and is bonded to a pair of support parts 20, 20 with an adhesive 26, and is formed in approximately the same shape as the first rubber seal 16. That is, as shown in FIG. 2, the second rubber seal 18 is composed of second leg parts 18a, 18a extending in the vertical direction along each support part 20, and a second seal part 18b connected between the upper ends of both second leg parts 18a, 18a and hanging down in an approximately U-shape, and the outer surfaces of both second leg parts 18a, 18a are bonded to the inner surfaces of each support part 20 with an adhesive 26, and the second seal part 18b faces between the pair of support parts 20, 20. That is, the second legs 18a, 18a are connected to the ends of the second seal portion 18b in the direction of separation of the support portions 20, 20 so as to face each other, and the second rubber seal material 18 connects the position of the first rubber seal material 16 that is spaced downward from the first seal portion 16b, thereby closing the gap 14. The second rubber seal material 18 is also provided over the entire length of the support portions 20, 20 in the longitudinal direction, and closes the gap 14 between the pair of support portions 20, 20 over the entire length in the longitudinal direction, and is configured so that when the gap 14 expands and contracts, the second seal portion 18b elastically deforms to follow the movement of the support portions 20, 20.

また、第2ゴムシール材18は、第2脚部18aにおける第2シール部18bとの連設端側に、第1ゴムシール材16および支持部20の夫々に接合していない非接合部28が設けられている。具体的に、実施例の第2ゴムシール材18は、各第2脚部18aにおける支持部20との接合部より上側において、第1ゴムシール材16の第1脚部16aの内側に重なると共に該第1脚部16aとは接着されていない非接合部28が設けられており、遊間14が伸長する際には、第2ゴムシール材18の第2脚部18a,18aが非接合部28,28において弾性変形し得るよう構成される。なお、第1ゴムシール材16および第2ゴムシール材18の材質としては、多孔質でなく、雨水等が浸透しない材質であれば、クロロプレンゴム以外のゴムを採用することができる。 The second rubber seal 18 has a non-jointed portion 28 that is not joined to the first rubber seal 16 and the support portion 20 at the end of the second leg 18a connected to the second seal portion 18b. Specifically, the second rubber seal 18 of the embodiment has a non-jointed portion 28 that overlaps the inside of the first leg 16a of the first rubber seal 16 and is not bonded to the first leg 16a above the joint portion of each second leg 18a with the support portion 20, and is configured so that when the gap 14 expands, the second leg portions 18a, 18a of the second rubber seal 18 can elastically deform at the non-jointed portion 28, 28. Note that rubber other than chloroprene rubber can be used as the material for the first rubber seal 16 and the second rubber seal 18 as long as it is not porous and does not allow rainwater to penetrate.

ここで、第2ゴムシール材18と支持部20との接着に用いる接着剤26について、橋梁用伸縮装置10に用いるのに適している種類について、図3に示す実施例および比較例を評価した結果について説明する。 Here, we will explain the results of evaluating the types of adhesive 26 used to bond the second rubber sealant 18 and the support portion 20 that are suitable for use in the bridge expansion device 10, using the examples and comparative examples shown in Figure 3.

実施例および比較例のタイプや各種の物性等については、図3に示す通りである。実施例は、信越化学工業(株)製の品名:シーラントマスター300であり、比較例1は、モメンティブ・パフォーマンス・マテリアルズ・ジャパン合同会社製の品名:TSE-385であり、比較例2は、信越化学工業(株)製の品名:KE-4920-Tであり、比較例3は、信越化学工業(株)製の品名:シーラント70である。なお、硬化後物性における引張り応力および破断伸びについては、JIS K 6849に準拠して測定した。 The types and various physical properties of the examples and comparative examples are as shown in Figure 3. The example is a product manufactured by Shin-Etsu Chemical Co., Ltd. under the product name Sealant Master 300, Comparative Example 1 is a product manufactured by Momentive Performance Materials Japan LLC under the product name TSE-385, Comparative Example 2 is a product manufactured by Shin-Etsu Chemical Co., Ltd. under the product name KE-4920-T, and Comparative Example 3 is a product manufactured by Shin-Etsu Chemical Co., Ltd. under the product name Sealant 70. The tensile stress and breaking elongation of the post-curing physical properties were measured in accordance with JIS K 6849.

実施例および比較例について、接着剥離強度を測定すると共に、接着剥離強度を測定した際の剥離状態および接着剤の塗布直後の挙動を観察し、総合判定を行った。接着剥離強度については、20mm幅のクロロプレンゴムからなる試料を作製し、SS400を材質として表面に前処理を施していない未処理鋼材に試料を接着した場合、クロロプレンゴムに試料を接着した場合、SS400を材質として表面に加硫接着用のプライマおよびオーバーコートを塗布後、焼付け乾燥処理した処理済鋼材に試料を接着した場合の夫々について、JIS K 6854-2(1999)に準拠して接着剥離強度を測定した。また、塗布直後の挙動については、垂直壁に接着剤を塗布し、該接着剤がタレるか否かで評価した。 For the examples and comparative examples, the adhesive peel strength was measured, and the peeling state when the adhesive peel strength was measured and the behavior immediately after the adhesive was applied were observed, and an overall judgment was made. For the adhesive peel strength, a 20 mm wide sample made of chloroprene rubber was prepared, and the adhesive peel strength was measured in accordance with JIS K 6854-2 (1999) for each of the following cases: when the sample was adhered to untreated steel material made of SS400 and the surface of which had not been pretreated; when the sample was adhered to chloroprene rubber; and when the sample was adhered to treated steel material made of SS400 and the surface of which had been applied with a primer and overcoat for vulcanization adhesion and then baked and dried. The behavior immediately after application was also evaluated by applying the adhesive to a vertical wall and determining whether the adhesive dripped.

実施例は、1液系タイプの接着剤であって、未処理鋼材、クロロプレンゴム、処理済鋼材との夫々の接着剥離強度は、何れも橋梁用伸縮装置に要求される接着剥離強度の基準値(この実施例では50Nとした)より高く、かつ剥離状態は界面剥離なしであった。また、塗布直後の挙動については、適度な粘度があってタレは発生せず、塗布作業が容易と評価された。すなわち、実施例の接着剤は、接着剥離強度が基準値を満たし、橋梁用伸縮装置に用いる場合に充分な強度があり、かつ作業性に優れることから、判定「◎」であった。 The examples are one-liquid type adhesives, and the adhesive peel strengths of the untreated steel, chloroprene rubber, and treated steel were all higher than the standard adhesive peel strength value required for bridge expansion devices (50N in this example), and there was no interfacial peeling. In addition, the behavior immediately after application was evaluated as being easy to apply, with a moderate viscosity and no dripping. In other words, the adhesives of the examples were rated as having adhesive peel strength that met the standard value, had sufficient strength for use in bridge expansion devices, and were easy to work with, so were rated as "◎".

比較例1は、1液系タイプの接着剤であって、未処理鋼材、クロロプレンゴム、処理済鋼材との夫々の接着剥離強度は、何れも基準値より低く、かつ剥離状態は界面剥離ありであった。また、塗布直後の挙動については、低粘度でタレが発生し、塗布中にタレてムラができてしまうおそれがあり、塗布作業性が低いと評価された。すなわち、比較例1の接着剤は、接着剥離強度が基準値を満たさず、橋梁用伸縮装置に用いる場合に充分な強度がなく、かつ作業性に劣ることから、判定「×」であった。 Comparative Example 1 is a one-component adhesive, and the adhesive peel strengths of untreated steel, chloroprene rubber, and treated steel were all lower than the standard values, and there was interfacial peeling. In addition, the behavior immediately after application was evaluated as low viscosity, causing dripping, and there was a risk of dripping during application, causing unevenness, and the adhesive was evaluated as having poor application workability. In other words, the adhesive of Comparative Example 1 did not meet the standard value for adhesive peel strength, was not strong enough for use in bridge expansion devices, and had poor workability, so it was rated as "X."

比較例2は、1液系タイプの接着剤であって、未処理鋼材との接着剥離強度は、基準値より低く、かつ剥離状態は界面剥離ありであった。また、クロロプレンゴムおよび処理済鋼材との夫々の接着剥離強度については、測定前の取り扱い時に破壊(剥離)してしまい、接着剥離強度を測定できなかったが、その剥離状態は界面剥離ありであった。また、塗布直後の挙動については、比較例1と同様に、低粘度でタレが発生し、塗布作業性が低いと評価された。すなわち、比較例2の接着剤は、接着剥離強度が基準値を満たさず、橋梁用伸縮装置に用いる場合に充分な強度がなく、かつ作業性に劣ることから、判定「×」であった。 Comparative Example 2 is a one-component adhesive, and the adhesive peel strength with untreated steel was lower than the standard value, and the peel state was interfacial peeling. In addition, the adhesive peel strength with chloroprene rubber and treated steel broke (peeled off) during handling before measurement, and the adhesive peel strength could not be measured, but the peel state was interfacial peeling. In addition, as with Comparative Example 1, the behavior immediately after application was evaluated as low viscosity, causing dripping, and poor application workability. In other words, the adhesive of Comparative Example 2 did not meet the standard value for adhesive peel strength, was not strong enough for use in bridge expansion devices, and had poor workability, so was rated as "X."

比較例3は、2液系タイプの接着剤であって、2液混合が煩雑で、かつ塗布中に増粘して作業性が低いことから、接着剥離強度についての測定は行わなかった。すなわち、比較例3の接着剤は、作業性に劣ることから、判定「×」であった。 Comparative Example 3 is a two-component adhesive, and mixing the two components is complicated, and the adhesive thickens during application, making it difficult to use. Therefore, the adhesive peel strength was not measured. In other words, the adhesive of Comparative Example 3 was judged to be "X" because of its poor workability.

以上の評価から、橋梁用伸縮装置10における第2ゴムシール材18と支持部20との接着に用いる接着剤26としては、1液系タイプの接着剤が、2液系タイプの接着剤のように2液を混合する作業を必要とせず、かつ塗布中に増粘することなくタレも発生しないので、作業性に極めて優れることから、橋梁用伸縮装置10に用いる種類として好ましい。そして、接着剥離強度が50N/20mm以上で、かつ界面剥離なしの条件を満たす種類の接着剤が、橋梁用伸縮装置10に用いる種類として強度的にも好適である。ここで、第1ゴムシール材16の支持部20,20に対して前述のように下流接着されており、当該第1ゴムシール材16の接合強度は、第2ゴムシール材18の接合強度より高くなっている。 From the above evaluation, as the adhesive 26 used to bond the second rubber sealant 18 and the support portion 20 in the bridge expansion device 10, a one-component type adhesive is preferable for use in the bridge expansion device 10 because it does not require the mixing of two components as with two-component adhesives, does not thicken during application, and does not drip, making it extremely easy to work with. In addition, an adhesive that has an adhesive peel strength of 50 N/20 mm or more and satisfies the condition of no interfacial peeling is also suitable in terms of strength for use in the bridge expansion device 10. Here, the first rubber sealant 16 is bonded downstream to the support portions 20, 20 as described above, and the bonding strength of the first rubber sealant 16 is higher than the bonding strength of the second rubber sealant 18.

次に、図4を参照して、実施例に係る橋梁用伸縮装置の製造方法について説明する。
実施例の製造方法では、図4(a)に示すように、継手部材12,12を、一対の支持部20,20が所定間隔離間して対向するように位置決めしたもとで、一対の支持部20,20の遊間14の間に未加硫のゴム原料17をセットする。ここで、この実施例では、第1ゴムシール材16を形成する未加硫のゴム原料17としてクロロプレンゴムの原料を用いている。また、支持部20,20の表面にクロロプレンゴムの加硫接着に適した従来公知のプライマ剤を予め塗布してある。この状態で、遊間14の上部から上金型(金型)30を所定加圧下に圧入すると共に、遊間14の上部から下金型(金型)32を所定加圧下に圧入し、未加硫のゴム原料17を加硫して、第1ゴムシール材16を加硫成形すると共に、第1ゴムシール材16の第1脚部16a,16aと支持部20,20とを加硫接着する。ここで、支持部20,20および上下の金型30,32の間に画成する隙間の形状は、図2に示す第1ゴムシール材16と同一形状となるように、各金型30,32の形状が設定されている。そして、第1ゴムシール材16の加硫成形後に上金型30および下金型32を遊間14から抜き出すように型開きすることで、一対の支持部20,20の間に第1ゴムシール材16が加硫接着された一対の継手部材12,12が得られる(図4(b)参照)。なお、第1ゴムシール材16の加硫成形に先立ち、各支持部20の内側面(第1ゴムシール材16の加硫接着面)には、脱油・払拭処理やサンドブラストによる表面処理等の各種の前処理が施される。
Next, a method for manufacturing a bridge expansion device according to the embodiment will be described with reference to FIG.
In the manufacturing method of the embodiment, as shown in FIG. 4(a), the joint members 12, 12 are positioned so that the pair of support parts 20, 20 face each other at a predetermined distance, and an unvulcanized rubber raw material 17 is set in the gap 14 between the pair of support parts 20, 20. Here, in this embodiment, a chloroprene rubber raw material is used as the unvulcanized rubber raw material 17 for forming the first rubber sealant 16. Also, a conventionally known primer suitable for vulcanization bonding of chloroprene rubber is applied to the surface of the support parts 20, 20 in advance. In this state, an upper mold (mold) 30 is pressed into the gap 14 from above the gap 14 under a predetermined pressure, and a lower mold (mold) 32 is pressed into the gap 14 from above the gap 14 under a predetermined pressure, vulcanizing the unvulcanized rubber raw material 17 to vulcanize and mold the first rubber sealant 16, and vulcanizing and bonding the first leg parts 16a, 16a of the first rubber sealant 16 to the support parts 20, 20. Here, the shapes of the dies 30, 32 are set so that the shape of the gap defined between the support parts 20, 20 and the upper and lower dies 30, 32 is the same as that of the first rubber seal material 16 shown in Fig. 2. After the first rubber seal material 16 is vulcanized and molded, the upper die 30 and the lower die 32 are opened so as to be pulled out from the clearance 14, thereby obtaining a pair of joint members 12, 12 in which the first rubber seal material 16 is vulcanized and bonded between the pair of support parts 20, 20 (see Fig. 4(b)). Prior to the vulcanization molding of the first rubber seal material 16, various pretreatments such as deoiling/wiping treatment and surface treatment by sandblasting are performed on the inner surface of each support part 20 (vulcanized bonding surface of the first rubber seal material 16).

第2ゴムシール材18については、第1ゴムシール材16の加硫成形に用いた上下の金型30,32および第1ゴムシール材16を加硫接着していない一対の継手部材12,12を用い、第1ゴムシール材16の加硫成形の場合と同様に、一対の支持部20,20の遊間14の間に未加硫のゴム原料をセットする。ここで、この実施例では、第2ゴムシール材18を形成する未加硫のゴム原料として、第1ゴムシール材16と同様にクロロプレンゴムの原料を用いている。そして、この状態で、遊間14の上部から上金型(金型)30を所定加圧下に圧入すると共に、遊間14の上部から下金型(金型)32を所定加圧下に圧入し、未加硫のゴム原料を加硫して、第2ゴムシール材18を加硫成形する。なお、第2ゴムシール材18の加硫成形に用いる継手部材12における支持部20の内側面には、剥離剤を塗布して第2ゴムシール材18が支持部20に加硫接着しないようにすることが好ましい。そして、一対の支持部20,20を離間すると共に、上金型30と下金型32とを型開きすることで、第1ゴムシール材16と同一形状の第2ゴムシール材18が得られる。 For the second rubber seal material 18, the upper and lower dies 30, 32 used in the vulcanization molding of the first rubber seal material 16 and the pair of joint members 12, 12 to which the first rubber seal material 16 has not been vulcanized are used, and unvulcanized rubber raw material is set between the gap 14 of the pair of support parts 20, 20 in the same manner as in the vulcanization molding of the first rubber seal material 16. Here, in this embodiment, chloroprene rubber raw material is used as the unvulcanized rubber raw material for forming the second rubber seal material 18, as in the first rubber seal material 16. Then, in this state, the upper die (die) 30 is pressed in from above the gap 14 under a predetermined pressure, and the lower die (die) 32 is pressed in from above the gap 14 under a predetermined pressure, and the unvulcanized rubber raw material is vulcanized to vulcanize the second rubber seal material 18. It is preferable to apply a release agent to the inner surface of the support part 20 of the joint member 12 used in vulcanization molding of the second rubber seal material 18 to prevent the second rubber seal material 18 from vulcanization bonding to the support part 20. Then, the pair of support parts 20, 20 are separated and the upper mold 30 and the lower mold 32 are opened to obtain the second rubber seal material 18 having the same shape as the first rubber seal material 16.

第1ゴムシール材16が加硫接着された一対の支持部20,20に第2ゴムシール材18を接着する接着作業に先立ち、支持部20における第1ゴムシール材16の第1脚部16aが加硫接着されていない部位(第2ゴムシール材18の接着領域)について、脱油・払拭処理やサンドブラストによる表面処理等の各種の前処理を施し、第1ゴムシール材16を加硫接着した際のプライマ剤を除去する。 Prior to the bonding operation of bonding the second rubber seal material 18 to the pair of support parts 20, 20 to which the first rubber seal material 16 is vulcanization bonded, various pretreatments such as deoiling and wiping treatments and surface treatments by sandblasting are performed on the area of the support part 20 where the first leg part 16a of the first rubber seal material 16 is not vulcanization bonded (the bonding area of the second rubber seal material 18) to remove the primer used when the first rubber seal material 16 was vulcanization bonded.

次に、第2ゴムシール材18の第2脚部18aにおける第2シール部18bとの連設端側に設ける非接合部28の形成位置に合わせてマスキングテープ36を貼着してマスキング処理を施す。具体的に、この実施例では、第1ゴムシール材16の第1脚部16aにおける下部内側面(接着領域より第1シール部16bとの連設側)の所定範囲にマスキングテープ36を貼着してマスキングし、第1ゴムシール材16と第2ゴムシール材18とが接着剤26によって接着しない領域を確保してある。なお、マスキングテープ36としては、接着剤26が接着しない、例えばポリエチレン製テープを用いることができるが、接着剤26が接着しないものであれば、その他の材質のテープを用いることができる。 Next, masking tape 36 is applied to the position of the non-jointed portion 28 provided on the connecting end side of the second leg 18a of the second rubber seal material 18 with the second seal portion 18b, and masking treatment is performed. Specifically, in this embodiment, masking tape 36 is applied to a predetermined area of the lower inner surface of the first leg 16a of the first rubber seal material 16 (the connecting side with the first seal portion 16b from the adhesive area), and an area where the first rubber seal material 16 and the second rubber seal material 18 are not bonded by the adhesive 26 is secured. Note that, as the masking tape 36, a tape made of, for example, polyethylene, to which the adhesive 26 does not adhere can be used, but tapes of other materials can be used as long as the adhesive 26 does not adhere.

そして、各支持部20における第2ゴムシール材18の接着領域に接着剤26を塗布する。マスキングテープ36の貼着処理や接着剤26の塗布処理は、図4(c)に示すように、第1ゴムシール材16が加硫接着された継手部材12,12を上下反転した状態で行う。なお、一対の支持部20,20は第1ゴムシール材16によって接続されているが、該第1ゴムシール材16の第1シール部16bを弾性変形させて一対の支持部20,20の遊間14を広げた状態で、各種の処理を容易に行うことができる。 Then, adhesive 26 is applied to the adhesion area of the second rubber seal material 18 in each support part 20. The process of attaching the masking tape 36 and the process of applying adhesive 26 are performed with the joint members 12, 12 to which the first rubber seal material 16 has been vulcanization-bonded turned upside down, as shown in FIG. 4(c). Note that although the pair of support parts 20, 20 are connected by the first rubber seal material 16, various processes can be easily performed in a state in which the first seal part 16b of the first rubber seal material 16 is elastically deformed to widen the gap 14 between the pair of support parts 20, 20.

加硫成形した第2ゴムシール材18における第2脚部18a,18aの間に、両面テープ等によって固定治具38を貼着して両第2脚部18a,18aの離間間隔を維持した状態で、該第2ゴムシール材18を、そのシール部側から一対の支持部20,20の間に挿入し、第1ゴムシール材16に設けたストッパ16c,16cで規制される位置に位置付ける。このとき、継手部材12,12は上下反転しているので、第2ゴムシール材18は、図4(d)に示すように、第1ゴムシール材16の第1シール部16bより、橋梁用伸縮装置10を継目部に設置した状態での下側である底側(図での上側)に、第2シール部18bが該底側に向けて延在する姿勢で位置決めされる。そして、一対の支持部20,20の遊間14を縮めることで、固定治具38と支持部20,20とで第2ゴムシール材18の第2脚部18a,18aを挟持して圧接した状態で、接着剤26によって第2脚部18aが支持部20に接着するまで養生する。第2脚部18a,18aが支持部20,20に接着された第2ゴムシール材18から固定治具38を取り外すことで、一対の支持部20,20の間に、遊間14を塞ぐ第1ゴムシール材16および第2ゴムシール材18が上下に離間して設けられた橋梁用伸縮装置10が得られる。 A fixing jig 38 is attached between the second leg portions 18a, 18a of the vulcanized second rubber seal material 18 with double-sided tape or the like to maintain the separation between the second leg portions 18a, 18a. The second rubber seal material 18 is inserted between the pair of support portions 20, 20 from its seal portion side and positioned in a position regulated by the stoppers 16c, 16c provided on the first rubber seal material 16. At this time, since the joint members 12, 12 are upside down, the second rubber seal material 18 is positioned in a posture in which the second seal portion 18b extends from the first seal portion 16b of the first rubber seal material 16 toward the bottom side (upper side in the figure), which is the lower side when the bridge expansion device 10 is installed at the joint, as shown in Figure 4(d). Then, by reducing the gap 14 between the pair of supports 20, 20, the second leg 18a, 18a of the second rubber sealant 18 is clamped and pressed between the fixing jig 38 and the supports 20, 20, and the second leg 18a is cured until it is bonded to the support 20 by the adhesive 26. By removing the fixing jig 38 from the second rubber sealant 18 with the second leg 18a, 18a bonded to the supports 20, 20, the bridge expansion device 10 is obtained in which the first rubber sealant 16 and the second rubber sealant 18 that close the gap 14 are provided vertically spaced apart between the pair of supports 20, 20.

次に、実施例に係る橋梁用伸縮装置10の作用につき説明する。実施例の橋梁用伸縮装置10は、一対の支持部20,20の間に、第1ゴムシール材16と第2ゴムシール材18とを上下に離間して設けたので、路面側に露出しない第2ゴムシール材18は紫外線やオゾンに暴露され難く、硬化や分子鎖切断等の劣化を抑えることができると共に、タイヤの接触や砂石を介して加わる車両の荷重等の物理的な負荷による劣化を防ぐことができ、第2ゴムシール材18のシール性を長期に亘って維持することができる。すなわち、橋梁用伸縮装置10のシール性を高めて、雨水や砂石等が遊間14から落下するのを防止して、下方の構造物に悪影響を及ぼすのを防ぐことができる。また、第1ゴムシール材16に裂けや亀裂が発生した場合であっても、第2ゴムシール材18によって、雨水や砂石等が遊間14から落下するのを防ぐことができるので、橋梁用伸縮装置10の交換頻度を少なくすることができ、交換に伴う作業時間や費用を低減することができる。また、第1ゴムシール材16および第2ゴムシール材18は、弾性変形可能な略同一形状のシール部16b,18bを有しているので、第2ゴムシール材18を追加しても遊間14の伸縮に対する良好な追従性を維持できる。 Next, the operation of the bridge expansion device 10 according to the embodiment will be described. In the bridge expansion device 10 according to the embodiment, the first rubber sealant 16 and the second rubber sealant 18 are provided vertically spaced apart between a pair of support parts 20, 20, so that the second rubber sealant 18, which is not exposed to the road surface, is less likely to be exposed to ultraviolet rays or ozone, and deterioration such as hardening and molecular chain scission can be suppressed. In addition, deterioration due to physical loads such as tire contact and the load of the vehicle applied through sand and gravel can be prevented, and the sealing property of the second rubber sealant 18 can be maintained for a long period of time. In other words, the sealing property of the bridge expansion device 10 is improved, and rainwater, sand and gravel, etc. can be prevented from falling from the gap 14 and causing adverse effects on the structure below. In addition, even if the first rubber sealant 16 is torn or cracked, the second rubber sealant 18 can prevent rainwater, sand, and gravel from falling through the gap 14, so the bridge expansion device 10 does not need to be replaced as often, and the labor time and costs associated with replacement can be reduced. In addition, the first rubber sealant 16 and the second rubber sealant 18 have seal portions 16b, 18b of approximately the same shape that can be elastically deformed, so that good compliance with the expansion and contraction of the gap 14 can be maintained even when the second rubber sealant 18 is added.

実施例の橋梁用伸縮装置10は、一対の支持部20,20に第1ゴムシール材16が加硫接着されているので、該第1ゴムシール材16と支持部20との接着強度を高めることができ、第1ゴムシール材16が支持部20から剥離するのを抑制できる。また、第2ゴムシール材18は、支持部20に対して接着剤26で接着されているので、加硫装置等を用いることなく第2ゴムシール材18を一対の支持部20,20の間に容易に接着することができる。このように、路面側に暴露する第1ゴムシール材16を加硫接着して路面側に暴露しない第2ゴムシール材18の接合強度より高くすることで、橋梁用伸縮装置10の機能を損なうことなくシール性を高めることができる。また、路面側に暴露しない第2ゴムシール材18の接合強度抑制することができるから、当該第2ゴムシール材18の取り付け作業を簡略化できる。 In the embodiment of the bridge extension device 10, the first rubber seal material 16 is vulcanized and bonded to the pair of support parts 20, 20, so that the adhesive strength between the first rubber seal material 16 and the support part 20 can be increased, and the first rubber seal material 16 can be prevented from peeling off from the support part 20. In addition, since the second rubber seal material 18 is bonded to the support part 20 with an adhesive 26, the second rubber seal material 18 can be easily bonded between the pair of support parts 20, 20 without using a vulcanizing device or the like. In this way, by vulcanizing and bonding the first rubber seal material 16 exposed to the road surface side to a higher bonding strength than the second rubber seal material 18 not exposed to the road surface side, the sealing property can be improved without impairing the function of the bridge extension device 10. In addition, since the bonding strength of the second rubber seal material 18 not exposed to the road surface side can be suppressed, the installation work of the second rubber seal material 18 can be simplified.

第2ゴムシール材18に、第1ゴムシール材16の第1脚部16a,16aに対して非接着で重なる非接合部28,28を設けているので、図2(b)に示すように、遊間14が伸長した際に第2ゴムシール材18は、第2シール部18bのみならず、第2脚部18a,18aの非接合部28,28も弾性変形する。すなわち、遊間14が伸長する際には第2ゴムシール材18が広い範囲で弾性変形するので、第2脚部18a,18aと支持部20,20との接合部に、該接合部を剥がす方向に大きな負荷が加わるのを抑えることができ、第2ゴムシール材18が支持部20,20から剥がれたり破損したりする等の不具合が生ずるのを防ぐことができる。 The second rubber seal 18 has non-bonded portions 28, 28 that overlap the first leg portions 16a, 16a of the first rubber seal 16 without being bonded. As shown in FIG. 2(b), when the gap 14 expands, not only the second seal portion 18b of the second rubber seal 18 but also the non-bonded portions 28, 28 of the second leg portions 18a, 18a of the second rubber seal 18 elastically deform. In other words, when the gap 14 expands, the second rubber seal 18 elastically deforms over a wide range, so that the joint between the second leg portions 18a, 18a and the support portions 20, 20 is prevented from being subjected to a large load in the direction of peeling the joint, and problems such as the second rubber seal 18 peeling off or being damaged from the support portions 20, 20 can be prevented.

弾性変形可能な第1シール部16bを有する第1ゴムシール材16を一対の支持部20,20に加硫接着してから、第2ゴムシール材18を支持部20,20に接着するので、第1シール部16bを弾性変形して支持部20,20の遊間14を広げた状態で、接着領域への接着剤26の塗布作業や、一対の支持部20,20の間への第2ゴムシール材18のセット作業を容易に行うことができる。すなわち、第2ゴムシール材18の接着作業(第2ゴムシール材18を一対の支持部20,20の間に設ける作業)が容易で作業時間も短縮することができ、シール性に優れた橋梁用伸縮装置10を容易に製造できる。 The first rubber seal material 16 having the elastically deformable first seal portion 16b is vulcanized and bonded to the pair of support portions 20, 20, and then the second rubber seal material 18 is bonded to the support portions 20, 20. With the first seal portion 16b elastically deformed to widen the gap 14 between the support portions 20, 20, the adhesive 26 can be easily applied to the bonding area and the second rubber seal material 18 can be easily set between the pair of support portions 20, 20. In other words, the bonding work of the second rubber seal material 18 (the work of placing the second rubber seal material 18 between the pair of support portions 20, 20) is easy and the work time can be shortened, making it easy to manufacture a bridge expansion device 10 with excellent sealing properties.

接着領域に接着剤26を塗布する前に、第1ゴムシール材16の第1脚部16a,16aにマスキングテープ36を貼着してマスキングするので、第2ゴムシール材18の第2脚部18a,18aを固定治具38と支持部20,20とで挟持して圧接した際に接着領域から接着剤26がはみ出したとしても、該接着剤26によって両シール材16,18の脚部16a,18aが接着することはなく、非接合部28を確実に設けることができる。また、第2ゴムシール材18を接着する前に、第2脚部18a,18aが接着される支持部20,20の内側面に表面凹凸化処理を施して、該内側面に多数の凹凸を形成するので、接着剤26の接着面積を大きくすることができ、第2脚部18a,18aと支持部20,20との接着強度を高めることができる。なお、実施例では、第1ゴムシール材16を加硫成形する際に用いる同じ金型30,32によって第2ゴムシール材18を加硫成形するようにしたので、金型費を低減することができる。 Before applying the adhesive 26 to the adhesive area, the first legs 16a, 16a of the first rubber sealant 16 are masked by applying a masking tape 36. Therefore, even if the adhesive 26 overflows from the adhesive area when the second legs 18a, 18a of the second rubber sealant 18 are clamped and pressed between the fixing jig 38 and the support parts 20, 20, the legs 16a, 18a of both sealants 16, 18 are not bonded by the adhesive 26, and the non-bonded part 28 can be reliably provided. In addition, before bonding the second rubber sealant 18, the inner surface of the support parts 20, 20 to which the second legs 18a, 18a are bonded is subjected to a surface roughening treatment to form a large number of roughnesses on the inner surface, so that the adhesive area of the adhesive 26 can be increased and the adhesive strength between the second legs 18a, 18a and the support parts 20, 20 can be increased. In the embodiment, the second rubber seal material 18 is vulcanized using the same molds 30, 32 used to vulcanize the first rubber seal material 16, which reduces mold costs.

図5、図6は、別実施例に係る橋梁用伸縮装置を示すものであって、実施例と異なる部分について説明し、既出の同一部材には同じ符号を付すものとする。 Figures 5 and 6 show a bridge expansion device according to another embodiment. The parts that differ from the embodiment are explained, and the same parts as those already mentioned are given the same reference numerals.

図5に示す第1の別実施例に係る橋梁用伸縮装置40は、一対の支持部20,20に加硫接着された第1ゴムシール材16における第1脚部16a,16aの内側面に、第2ゴムシール材18における第2脚部18a,18aが接着剤26によって接着されている。第1の別実施例に用いる接着剤26については、図3を参照して前述した如く、実施例の接着剤を用いることで、必要充分な接着剥離強度が得られる。また、製造方法については、第2ゴムシール材18の接着作業に際し、接着剤26を塗布する部位(接着領域)が、第1ゴムシール材16の第1脚部16aの内側面に代わるだけで、その他は実施例と同じである。 The bridge expansion device 40 according to the first alternative embodiment shown in FIG. 5 has the second legs 18a, 18a of the second rubber sealant 18 bonded by adhesive 26 to the inner side of the first legs 16a, 16a of the first rubber sealant 16, which is vulcanized and bonded to a pair of support parts 20, 20. As for the adhesive 26 used in the first alternative embodiment, as described above with reference to FIG. 3, by using the adhesive of the embodiment, a necessary and sufficient adhesive peel strength can be obtained. In addition, the manufacturing method is the same as the embodiment, except that the part (adhesion area) where the adhesive 26 is applied during the bonding operation of the second rubber sealant 18 is changed to the inner side of the first legs 16a of the first rubber sealant 16.

図6に示す第2の別実施例に係る橋梁用伸縮装置42は、第2ゴムシール材18における一方の第2脚部18aが、支持部20に接着剤26によって直接接着されているのに対し、該第2ゴムシール材18における他方の第2脚部18aが、第1ゴムシール材16の一方の第1脚部16aの内側面に接着剤26によって接着されている。第2の別実施例についても、図3に示す実施例の接着剤を用いることで、必要充分な接着剥離強度が得られる。また、製造方法については、第2ゴムシール材18の接着作業に際し、接着剤26を塗布する部位(接着領域)が代わるだけで、その他は実施例と同じである。 In the bridge expansion device 42 according to the second alternative embodiment shown in FIG. 6, one of the second legs 18a of the second rubber sealant 18 is directly bonded to the support portion 20 with adhesive 26, while the other of the second legs 18a of the second rubber sealant 18 is bonded to the inner surface of one of the first legs 16a of the first rubber sealant 16 with adhesive 26. For the second alternative embodiment as well, the adhesive of the embodiment shown in FIG. 3 is used to obtain a necessary and sufficient adhesive peel strength. The manufacturing method is the same as the embodiment, except that the area (adhesive area) where the adhesive 26 is applied during the bonding process of the second rubber sealant 18 is changed.

第1および第2の別実施例に係る橋梁用伸縮装置40,42は、実施例と同様の作用効果を奏する。 The bridge expansion devices 40, 42 according to the first and second alternative embodiments have the same effects as the embodiment.

(変更例)
本願は、前述した実施例や別実施例の構成に限定されるものでなく、その他の構成を適宜に採用することができる。
1.実施例では、第1ゴムシール材の第1脚部に、第2ゴムシール材の位置決め用のストッパを設けたが、別部材によって第2ゴムシール材を一対の支持部の間の適正位置にセットするようにすれば、ストッパを省略することができる。
2.実施例では、各シール材のシール部を、U字状に形成したが、V字状や凹字状等、遊間の伸縮に応じて弾性変形可能な各種の形状を採用することができる。
(Example of change)
The present application is not limited to the configurations of the above-described embodiment and other embodiments, and other configurations can be appropriately adopted.
1. In the embodiment, a stopper for positioning the second rubber seal is provided on the first leg of the first rubber seal, but if a separate member is used to set the second rubber seal in the appropriate position between the pair of supports, the stopper can be omitted.
2. In the embodiment, the sealing portion of each sealing material is formed in a U-shape, but various shapes that can be elastically deformed in response to expansion and contraction of the gap, such as a V-shape or a concave shape, can be used.

14 遊間(隙間),16 第1ゴムシール材,16a 第1脚部,16b 第1シール部
18 第2ゴムシール材,18a 第2脚部,18b 第2シール部,20 支持部
26 接着剤,28 非接合部,30 上金型(金型),32 下金型(金型)
14 gap (gap), 16 first rubber seal material, 16a first leg portion, 16b first seal portion, 18 second rubber seal material, 18a second leg portion, 18b second seal portion, 20 support portion, 26 adhesive, 28 non-joint portion, 30 upper die (die), 32 lower die (die)

Claims (10)

対向位置する橋梁構造物を繋ぐ橋梁用伸縮装置であって、
所定間隔離間するよう位置されて、橋梁構造物の夫々に対応するよう固定される支持部と、
前記支持部の間を繋ぐように設けられて、当該支持部の間の隙間を下方に向けてU字に折り返されて垂下する第1シール部で塞ぐ第1ゴムシール材と、
前記第1ゴムシール材の第1シール部より下方に離間する位置に、前記支持部の間を繋ぐように設けられて、当該支持部の間の隙間を第2シール部で塞ぐ第2ゴムシール材と、を備え、
前記第2ゴムシール材は、前記第2シール部の端部に下向きに連設されて前記支持部に対向する脚部を備えている橋梁用伸縮装置。
A bridge expansion device that connects opposing bridge structures,
Supports are positioned at a predetermined distance from each other and fixed to correspond to each of the bridge structures;
a first rubber seal member provided to connect the support portions and to seal the gap between the support portions with a first seal portion that is folded downward in a U-shape and hangs down ;
a second rubber sealant provided at a position spaced downward from the first seal portion of the first rubber sealant so as to connect the support portions and close the gap between the support portions with a second seal portion,
The second rubber sealant is provided with a leg portion that is connected downward to an end of the second seal portion and faces the support portion.
対向位置する橋梁構造物を繋ぐ橋梁用伸縮装置であって、
所定間隔離間するよう位置されて、橋梁構造物の夫々に対応するよう固定される支持部と、
前記支持部の間を繋ぐように設けられて、当該支持部の間の隙間を下方に向けてU字に折り返されて垂下する第1シール部で塞ぐ第1ゴムシール材と、
前記第1ゴムシール材の第1シール部より下方に離間する位置に、前記支持部の間を繋ぐように設けられて、当該支持部の間の隙間を第2シール部で塞ぐ第2ゴムシール材と、を備え、
前記第2ゴムシール材は、前記第2シール部の端部に連設されて前記支持部に対向する脚部を、前記支持部の内側に備えている橋梁用伸縮装置。
A bridge expansion device that connects opposing bridge structures,
Supports are positioned at a predetermined distance from each other and fixed to correspond to each of the bridge structures;
a first rubber seal member provided to connect the support portions and to seal the gap between the support portions with a first seal portion that is folded downward in a U-shape and hangs down ;
a second rubber sealant provided at a position spaced downward from the first seal portion of the first rubber sealant so as to connect the support portions and close the gap between the support portions with a second seal portion,
The second rubber sealant has a leg portion connected to an end of the second seal portion and facing the support portion, the leg portion being located inside the support portion.
対向位置する橋梁構造物を繋ぐ橋梁用伸縮装置であって、
所定間隔離間するよう位置されて、橋梁構造物の夫々に対応するよう固定される支持部と、
前記支持部の間を繋ぐように設けられて、当該支持部の間の隙間を第1シール部で塞ぐ第1ゴムシール材と、
前記第1ゴムシール材の第1シール部より下方に離間する位置に、前記支持部の間を繋ぐように設けられて、当該支持部の間の隙間を第2シール部で塞ぐ第2ゴムシール材と、を備え、
前記第2ゴムシール材は、前記第2シール部の端部に連設されて前記支持部に対向する脚部を備え、当該脚部が当該支持部および前記第1ゴムシール材に接合される橋梁用伸縮装置。
A bridge expansion device that connects opposing bridge structures,
Supports are positioned at a predetermined distance from each other and fixed to correspond to each of the bridge structures;
a first rubber seal member provided to connect the support portions and to seal the gap between the support portions with a first seal portion;
a second rubber sealant provided at a position spaced downward from the first seal portion of the first rubber sealant so as to connect the support portions and close the gap between the support portions with a second seal portion,
The second rubber sealant has a leg portion connected to an end of the second seal portion and facing the support portion, and the leg portion is joined to the support portion and the first rubber sealant.
対向位置する橋梁構造物を繋ぐ橋梁用伸縮装置であって、
所定間隔離間するよう位置されて、橋梁構造物の夫々に対応するよう固定される支持部と、
前記支持部の間を繋ぐように設けられて、当該支持部の間の隙間を第1シール部で塞ぐ第1ゴムシール材と、
前記第1ゴムシール材の第1シール部より下方に離間する位置に、前記支持部の間を繋ぐように設けられて、当該支持部の間の隙間を第2シール部で塞ぐ第2ゴムシール材と、を備え、
前記第2ゴムシール材は、前記第2シール部の端部に連接されて前記支持部に対向する脚部を備え、
前記脚部は、当該支持部および/または前記第1ゴムシール材に接合される接合部と、前記接合部より前記第2シール部側において、前記第1ゴムシール材に重なると共に、前記第1ゴムシール材とは接着されていない非接合部とを有する橋梁用伸縮装置。
A bridge expansion device that connects opposing bridge structures,
Supports are positioned at a predetermined distance from each other and fixed to correspond to each of the bridge structures;
a first rubber seal member provided to connect the support portions and to seal the gap between the support portions with a first seal portion;
a second rubber sealant provided at a position spaced downward from the first seal portion of the first rubber sealant so as to connect the support portions and close the gap between the support portions with a second seal portion,
the second rubber seal member includes a leg portion connected to an end of the second seal portion and facing the support portion,
The leg portion has a joint portion that is joined to the support portion and/or the first rubber sealant, and a non-joint portion that overlaps the first rubber sealant on the second seal portion side of the joint portion and is not bonded to the first rubber sealant.
対向位置する橋梁構造物を繋ぐ橋梁用伸縮装置であって、
所定間隔離間するよう位置されて、橋梁構造物の夫々に対応するよう固定される支持部と、
前記支持部の間を繋ぐように設けられて、当該支持部の間の隙間を第1シール部で塞ぐ第1ゴムシール材と、
前記第1ゴムシール材の第1シール部より下方に離間する位置に、前記支持部の間を繋ぐように設けられて、当該支持部の間の隙間を第2シール部で塞ぐ第2ゴムシール材と、を備え、
前記第1ゴムシール材と前記支持部との接合強度が、前記第2ゴムシール材と前記支持部および/または第1ゴムシール材との接合強度より大きい橋梁用伸縮装置。
A bridge expansion device that connects opposing bridge structures,
Supports are positioned at a predetermined distance from each other and fixed to correspond to each of the bridge structures;
a first rubber seal member provided to connect the support portions and to seal the gap between the support portions with a first seal portion;
a second rubber sealant provided at a position spaced downward from the first seal portion of the first rubber sealant so as to connect the support portions and close the gap between the support portions with a second seal portion,
A bridge expansion device, wherein the bonding strength between the first rubber sealant and the supporting portion is greater than the bonding strength between the second rubber sealant and the supporting portion and/or the first rubber sealant.
対向位置する橋梁構造物を繋ぐ橋梁用伸縮装置の製造方法であって、
所定間隔離間して配置した支持部の間を繋ぐように第1ゴムシール材を固定して、当該支持部の間の隙間を第1ゴムシール材の第1シール部で塞ぐと共に、
前記第1ゴムシール材の第1シール部より下方に離間する位置に、前記支持部の間を繋ぐように第2ゴムシール材を固定して、当該支持部の間の隙間を第2ゴムシール材の第2シール部で塞ぐようにし、
前記第2ゴムシール材は、前記第2シール部の端部に下向きに連設されて前記支持部に対向する脚部を備え
前記第1シール部は、下方に向けてU字に折り返されて垂下している橋梁用伸縮装置の製造方法。
A method for manufacturing a bridge expansion device that connects opposing bridge structures, comprising the steps of:
A first rubber seal is fixed so as to connect the support parts arranged at a predetermined distance from each other, and the gap between the support parts is sealed with a first seal part of the first rubber seal,
a second rubber seal material is fixed to a position spaced downward from the first seal portion of the first rubber seal material so as to connect the support portions, and the gap between the support portions is blocked by the second seal portion of the second rubber seal material;
the second rubber seal member includes a leg portion that is connected downward to an end portion of the second seal portion and faces the support portion ,
A method for manufacturing an expansion and contraction device for a bridge , wherein the first seal portion is folded back downward in a U shape and hangs down .
対向位置する橋梁構造物を繋ぐ橋梁用伸縮装置の製造方法であって、
所定間隔離間して配置した支持部の間を繋ぐように第1ゴムシール材を固定して、当該支持部の間の隙間を第1ゴムシール材の第1シール部で塞ぐと共に、
前記第1ゴムシール材の第1シール部より下方に離間する位置に、前記支持部の間を繋ぐように第2ゴムシール材を固定して、当該支持部の間の隙間を第2ゴムシール材の第2シール部で塞ぐようにし、
前記第2ゴムシール材は、前記第2シール部の端部に連設されて前記支持部に対向する脚部を、前記支持部の内側に備え
前記第1シール部は、下方に向けてU字に折り返されて垂下している橋梁用伸縮装置の製造方法。
A method for manufacturing a bridge expansion device that connects opposing bridge structures, comprising the steps of:
A first rubber seal is fixed so as to connect the support parts arranged at a predetermined distance from each other, and the gap between the support parts is sealed with a first seal part of the first rubber seal,
a second rubber seal material is fixed to a position spaced downward from a first seal portion of the first rubber seal material so as to connect the support portions, and the gap between the support portions is blocked by a second seal portion of the second rubber seal material;
the second rubber seal member includes a leg portion connected to an end of the second seal portion and facing the support portion, the leg portion being disposed inside the support portion ;
A method for manufacturing an expansion and contraction device for a bridge , wherein the first seal portion is folded back downward in a U shape and hangs down .
対向位置する橋梁構造物を繋ぐ橋梁用伸縮装置の製造方法であって、
所定間隔離間して配置した支持部の間を繋ぐように第1ゴムシール材を固定して、当該支持部の間の隙間を第1ゴムシール材の第1シール部で塞ぐと共に、
前記第1ゴムシール材の第1シール部より下方に離間する位置に、前記支持部の間を繋ぐように第2ゴムシール材を固定して、当該支持部の間の隙間を第2ゴムシール材の第2シール部で塞ぐようにし、
前記第2ゴムシール材は、前記第2シール部の端部に連設されて前記支持部に対向する脚部を備え、当該脚部が当該支持部および前記第1ゴムシール材に接合される橋梁用伸縮装置の製造方法。
A method for manufacturing a bridge expansion device that connects opposing bridge structures, comprising the steps of:
A first rubber seal is fixed so as to connect the support parts arranged at a predetermined distance from each other, and the gap between the support parts is sealed with a first seal part of the first rubber seal,
a second rubber seal material is fixed to a position spaced downward from a first seal portion of the first rubber seal material so as to connect the support portions, and the gap between the support portions is blocked by a second seal portion of the second rubber seal material;
A method for manufacturing an expansion device for a bridge, in which the second rubber sealant has a leg portion connected to an end of the second seal portion and facing the support portion, and the leg portion is joined to the support portion and the first rubber sealant.
対向位置する橋梁構造物を繋ぐ橋梁用伸縮装置の製造方法であって、
所定間隔離間して配置した支持部の間を繋ぐように第1ゴムシール材を固定して、当該支持部の間の隙間を第1ゴムシール材の第1シール部で塞ぐと共に、
前記第1ゴムシール材の第1シール部より下方に離間する位置に、前記支持部の間を繋ぐように第2ゴムシール材を固定して、当該支持部の間の隙間を第2ゴムシール材の第2シール部で塞ぐようにし、
前記第2ゴムシール材は、前記第2シール部の端部に連設されて前記支持部に対向する脚部を備え、
前記脚部は、当該支持部および/または前記第1ゴムシール材に接合される接合部と、前記接合部より前記第2シール部側において、前記第1ゴムシール材に重なると共に、前記第1ゴムシール材とは接着されていない非接合部とを有するようにした橋梁用伸縮装置の製造方法。
A method for manufacturing a bridge expansion device that connects opposing bridge structures, comprising the steps of:
A first rubber seal is fixed so as to connect the support parts arranged at a predetermined distance from each other, and the gap between the support parts is sealed with a first seal part of the first rubber seal,
a second rubber seal material is fixed to a position spaced downward from a first seal portion of the first rubber seal material so as to connect the support portions, and the gap between the support portions is blocked by a second seal portion of the second rubber seal material;
the second rubber seal member includes a leg portion connected to an end of the second seal portion and facing the support portion,
A manufacturing method for a bridge expansion device, wherein the leg portion has a joint portion that is joined to the support portion and/or the first rubber sealant, and a non-joint portion that overlaps the first rubber sealant on the second seal portion side of the joint portion and is not bonded to the first rubber sealant.
対向位置する橋梁構造物を繋ぐ橋梁用伸縮装置の製造方法であって、
所定間隔離間して配置した支持部の間を繋ぐように第1ゴムシール材を固定して、当該支持部の間の隙間を第1ゴムシール材の第1シール部で塞ぐと共に、
前記第1ゴムシール材の第1シール部より下方に離間する位置に、前記支持部の間を繋ぐように第2ゴムシール材を固定して、当該支持部の間の隙間を第2ゴムシール材の第2シール部で塞ぐようにし、
前記第1ゴムシール材と前記支持部との接合強度が前記第2ゴムシール材と前記支持部および/または第1ゴムシール材との接合強度より大きくなるように当該第2ゴムシール材を支持部および/または第1ゴムシール材に接合するようにした橋梁用伸縮装置の製造方法。
A method for manufacturing a bridge expansion device that connects opposing bridge structures, comprising the steps of:
A first rubber seal is fixed so as to connect the support parts arranged at a predetermined distance from each other, and the gap between the support parts is sealed with a first seal part of the first rubber seal,
a second rubber seal material is fixed to a position spaced downward from a first seal portion of the first rubber seal material so as to connect the support portions, and the gap between the support portions is blocked by a second seal portion of the second rubber seal material;
A manufacturing method for a bridge expansion device, in which the second rubber sealant is joined to the supporting portion and/or the first rubber sealant so that the bonding strength between the first rubber sealant and the supporting portion is greater than the bonding strength between the second rubber sealant and the supporting portion and/or the first rubber sealant.
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Citations (10)

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Publication number Priority date Publication date Assignee Title
JP2003064614A (en) 2001-08-22 2003-03-05 Japan Highway Public Corp Execution method of expansion joint for road bridge
JP2004270375A (en) 2003-03-11 2004-09-30 Hitachi Zosen Tekko Engineering Kk Waterproof material for expansion joints
JP2008133654A (en) 2006-11-28 2008-06-12 Victaulic Co Of Japan Ltd Repair method for joints of viaduct
JP2010013844A (en) 2008-07-03 2010-01-21 Nitta Ind Corp Road bridge expansion device and manufacturing method for road bridge expansion device
JP2012012766A (en) 2010-06-29 2012-01-19 Daichi Koei Kk Sealing device for structure elastic part
JP2015083735A (en) 2013-10-25 2015-04-30 横浜ゴム株式会社 Expansion device for road bridge
JP2016000906A (en) 2014-06-11 2016-01-07 新井 良昌 Water stop structure of road bridge joint part
US20170328016A1 (en) 2016-05-16 2017-11-16 LTBB Marketing, LLC Expansion joint seals and methods for manufacturing the same
JP2019120091A (en) 2018-01-10 2019-07-22 ニッタ株式会社 Expansion device for road bridge
JP2022086601A (en) 2020-11-30 2022-06-09 株式会社イノアックコーポレーション Telescopic device for bridges

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0634008U (en) * 1991-04-16 1994-05-06 環構エンヂニアリング株式会社 Expansion seal for viaduct

Patent Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003064614A (en) 2001-08-22 2003-03-05 Japan Highway Public Corp Execution method of expansion joint for road bridge
JP2004270375A (en) 2003-03-11 2004-09-30 Hitachi Zosen Tekko Engineering Kk Waterproof material for expansion joints
JP2008133654A (en) 2006-11-28 2008-06-12 Victaulic Co Of Japan Ltd Repair method for joints of viaduct
JP2010013844A (en) 2008-07-03 2010-01-21 Nitta Ind Corp Road bridge expansion device and manufacturing method for road bridge expansion device
JP2012012766A (en) 2010-06-29 2012-01-19 Daichi Koei Kk Sealing device for structure elastic part
JP2015083735A (en) 2013-10-25 2015-04-30 横浜ゴム株式会社 Expansion device for road bridge
JP2016000906A (en) 2014-06-11 2016-01-07 新井 良昌 Water stop structure of road bridge joint part
US20170328016A1 (en) 2016-05-16 2017-11-16 LTBB Marketing, LLC Expansion joint seals and methods for manufacturing the same
JP2019120091A (en) 2018-01-10 2019-07-22 ニッタ株式会社 Expansion device for road bridge
JP2022086601A (en) 2020-11-30 2022-06-09 株式会社イノアックコーポレーション Telescopic device for bridges

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