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JP4052364B2 - Expansion joint for road - Google Patents

Expansion joint for road Download PDF

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Publication number
JP4052364B2
JP4052364B2 JP23758498A JP23758498A JP4052364B2 JP 4052364 B2 JP4052364 B2 JP 4052364B2 JP 23758498 A JP23758498 A JP 23758498A JP 23758498 A JP23758498 A JP 23758498A JP 4052364 B2 JP4052364 B2 JP 4052364B2
Authority
JP
Japan
Prior art keywords
adhesive
rubber
steel
expansion joint
elastic body
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
JP23758498A
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Japanese (ja)
Other versions
JP2000064212A (en
Inventor
哲 島ノ江
正己 古澤
智朗 森
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Yokohama Rubber Co Ltd
Original Assignee
Yokohama Rubber Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Yokohama Rubber Co Ltd filed Critical Yokohama Rubber Co Ltd
Priority to JP23758498A priority Critical patent/JP4052364B2/en
Publication of JP2000064212A publication Critical patent/JP2000064212A/en
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Publication of JP4052364B2 publication Critical patent/JP4052364B2/en
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Expired - Fee Related legal-status Critical Current

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Description

【0001】
【発明の属する技術分野】
この発明は、道路用伸縮継手にかかわり、更に詳しくは伸縮継手に用いる鋼材同志を溶接することなく接合可能とした道路用伸縮継手に関するものである。
【0002】
【従来の技術】
従来、道路用伸縮継手としては、道路幅に対応した長さで一体的に成形された物の他、分割されて道路幅に対応した長さに接続するようにしたセル型の伸縮継手が知られている。
ところで、セル型の伸縮継手は、セルを構成する鋼材同志を接合する場合、溶接等により接合する必要があった。
【0003】
【発明が解決しようとする課題】
然しながら、鋼材同志を溶接により接合する場合、溶接の熱により鋼材の反りや捩じれ等の変形が生じ易く、この変形は製品の寸法精度や性能に支障を来すため矯正する必要があり、多くの手間と時間がかかると言う問題があった。
また、溶接による接合方法の他に、予め特殊な型鋼を引き抜き、それを用いることも考えられるが、鋼材のコストが高くなると言う問題があった。
【0004】
この発明の目的は、セルを構成する鋼材同志に反りや変形を生じさせることなく接合できると共に、安価に製造することが出来る道路用伸縮継手を提供することにある。
【0005】
【課題を解決するための手段】
この発明は、上記目的を達成するため、両側面に鋼材(7a)と鋼材(7b)を備えた複数のセル(5)を橋軸方向に配列すると共に、互いに隣接するセル(5)間の鋼材(7a、7b)間にゴム状弾性体(8)を全面に介在させて接着し、前記鋼材(7a、7b)間にゴム状弾性体(8)を介在接着して構成された継手部材(6)の下部を、橋軸方向の両端に設けた橋台(2)に水平に掛け渡された板状の鋼材(4)に支持したことを要旨とするものである。
【0006】
この発明は、上記のように構成され、セルを構成する鋼材間にゴム状弾性体を全面に介在させて接着した構成にして複数のセルを接合し、これを鋼材間にゴム状弾性体を介在させて構成される継手部材を橋台間に掛け渡された板状の鋼材に支持させることで、溶接等の接合手段を用いることなく接合でき、セルを構成する鋼材同志に反りや変形を生じさせず、また安価に製造することが出来るものである。
【0008】
【発明の実施の形態】
以下、添付図面に基づきこの発明の実施の形態を説明する。
図1は、この発明を実施した道路用伸縮継手の橋軸方向の断面図、図2は図1のA部の拡大断面図を示し、1は橋台2上に載置された橋桁、3はセル型の伸縮継手本体、4は板状の鋼材を示している。
【0009】
前記セル型の伸縮継手本体3は、両側面に鋼材7aと鋼材7bを備えた複数のセル5を橋軸方向に対応させて継手部材6を介して接合してある。継手部材6は、図1及び図2に示すように、互いに隣接するセル5間の鋼材7a,7b間にゴム状弾性体8を全面に介在させて接着させて構成してあり、これら継手部材6が板状の鋼板4に支持されている。この接着方法としては、鋼材7a,7bとゴム状弾性体8とを加硫接着するか、または常温硬化型接着剤を用いて接着するものである。
【0010】
前記常温硬化型接着剤としては、1液型でも2液型でもよいが、フェノール系接着剤、ウレタン系接着剤、変性シリコーン系接着剤、ゴム系接着剤、シアノアクリレート系接着剤、エポキシ系接着剤が挙げられる。
使用する接着剤の種類は、用いるエラストマーおよび硬質板の種類、必要とされる接着力等に応じて適宜決定すればよく、ゴム破壊となる程度の接着力とするのが好ましい。また、これらを単独で用いても、二種以上を併用してもよい。
【0011】
特にエラストマー側にはエラストマーとのぬれ性の良い接着剤を用いて、この2層の接着剤間を強固に接着すれば高い接着力が得られる。
フェノール系接着剤としては、ビニルフェノリック型、エポキシフェノリック型、ニトリルフェノリック型等が挙げられ、他の接着剤と併用して用いられる。
【0012】
ウレタン系接着剤としては、ポリイソシアネートとポリエーテルあるいはポリエステルポリオールを主原料とするプレポリマーをベースに、炭酸カルシウム、カーボンブラック等のフィラーと三級アミン、錫触媒等の添加剤を配合したものを用いればよい。また、ポリオールとしてエポキシ変性、ゴム変性体、ゴムの末端や内部に水酸基を付加したもの、フェノール樹脂等も接着向上のために好適に用いられる。
【0013】
また、潜在性硬化剤として、オキサゾリジン化合物,ケチミン化合物,アルジミン化合物,エナミン化合物等を併用すると硬化性がより良好となる。
変性シリコーン系接着剤は、ポリオールの末端をアルコキシシリル化したポリマーであり、一般的には鐘淵化学工業のMSポリマーが好適に用いられる。前記同様にフィラー、触媒等の添加剤を配合したもの、また、ポリオールは変性したものを用いることが好ましい。
【0014】
ゴム系接着剤は、塩素化天然ゴム、クロロプレン、ポリブタジエン等のゴムと、テトラメチルチウラムジスルフィド(TT)やテトラメチルチウラムモノスルフィド(TS)等の低温硬化剤、フェノール樹脂、レゾール樹脂、また必要に応じて、イソシアネート等が添加された溶液タイプのものを用いればよい。また、フィラーとしてカーボンブラック、チタン、炭酸カルシウム等を加えるのが好ましい。
【0015】
シアノアクリレート系接着剤は、いわゆる瞬間接着剤と呼ばれるもので、東亜合成化学(株)等から市販されている2−シアノアクリレート並びにその誘導体をベースとしたものを用いればよいが、単独ではなく、他と併用することが好ましい。
エポキシ系接着剤は、グリシジルエーテル型、グリシジルエステル型、グリシジルアミン型、脂環型等のエポキシ樹脂と、ポリアミドアミン、ポリチオール、酸無水物等の硬化剤、触媒、フィラー等から構成されるものを用いればよい。
【0016】
エポキシ樹脂は、フェノールノボラック型やオルソクレゾールノボラック型に変性、あるいはゴム変性したもの、またアミン硬化剤もゴム変性したものを必要に応じて用いる。また、潜在性硬化剤として、オキサゾリジン化合物,ケチミン化合物,アルジミン化合物,エナミン化合物等を併用すると硬化性がより良好となる。
【0017】
これらの接着剤は被着体であるエラストマー種に対応して、単独もしくは複数用いられる。
以上のように、鋼材7a,7b間にゴム状弾性体8を介在させて常温硬化型接着剤を使用して接着させる場合には、鋼材7a,7bの接着面及びゴム状弾性体8の接着面を塩素化処理または酸化処理を施し、この接着面にフェノール系接着剤、ウレタン系接着剤、変性シリコーン系接着剤、ゴム系接着剤、シアノアクリレート系接着剤およびエポキシ系接着剤からなる群から選択される少なくとも1つの常温硬化型接着剤を介して一体的に固着することで、鋼材7a,7b間にゴム状弾性体8を強固に接着させることが出来るものである。
【0018】
この発明は、上記のようにセルを構成する鋼材間にゴム状弾性体を全面に介在させて接着した構成にして複数のセルを接合し、これを鋼材間にゴム状弾性体を介在させて構成される継手部材を橋台間に掛け渡された板状の鋼材に支持したので、セルを構成する鋼材同志に反りや変形を生じさせることなく接合できると共に、安価に製造することが出来る効果がある。
【図面の簡単な説明】
【図1】この発明を実施した道路用伸縮継手の橋軸方向の断面図である。
【図2】図1のA部の拡大断面図である。
【符号の説明】
1 橋桁 2 橋台
3 セル型の伸縮継手本体 4 板状の鋼材
5 セル 6 継手部材
7a,7b 鋼材 8 ゴム状弾性体
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a road expansion joint, and more particularly, to a road expansion joint that can be joined without welding steel members used in the expansion joint.
[0002]
[Prior art]
Conventionally, as expansion joints for roads, cell-type expansion joints that are divided and connected to the length corresponding to the road width are known in addition to the one integrally formed with the length corresponding to the road width. It has been.
By the way, the cell-type expansion joint has to be joined by welding or the like when joining steel members constituting the cell.
[0003]
[Problems to be solved by the invention]
However, when steel members are joined together by welding, deformation such as warpage and twisting of the steel material is likely to occur due to the heat of welding, and this deformation needs to be corrected to hinder the dimensional accuracy and performance of the product. There was a problem that it took time and effort.
In addition to the joining method by welding, it is conceivable to draw out a special die steel in advance and use it, but there is a problem that the cost of the steel material increases.
[0004]
An object of the present invention is to provide a road expansion joint that can be joined without causing warpage or deformation between steel members constituting a cell and can be manufactured at low cost.
[0005]
[Means for Solving the Problems]
The present invention, in order to achieve the above object, as well as sequence a plurality of cells (5) in Hashijiku direction with steel (7a) and the steel (7b) on both sides, between the cell (5) adjacent to each other A rubber-like elastic body (8) is interposed between the steel materials (7a, 7b) and bonded together, and a rubber-like elastic body (8) is bonded between the steel materials (7a, 7b). The gist is that the lower part of the member (6) is supported by a plate-shaped steel material (4) horizontally stretched over the abutment (2) provided at both ends in the bridge axis direction.
[0006]
This invention is constructed as described above, the rubber-like elastic material in the adhered with intervening on the entire surface by joining a plurality of cells between the steel constituting the cell, which the rubber-like elastic body between the steel the joint member constructed by interposing be to support the looped around a plate-like steel between abutments, it can in bonding without using any bonding means such as welding, warpage or deformation steel comrades constituting the cell It does not occur and can be manufactured at low cost.
[0008]
DETAILED DESCRIPTION OF THE INVENTION
Embodiments of the present invention will be described below with reference to the accompanying drawings.
FIG. 1 is a cross-sectional view in the direction of the bridge axis of an expansion joint for roads embodying the present invention, FIG. 2 is an enlarged cross-sectional view of part A in FIG. 1, 1 is a bridge girder placed on an abutment 2, 3 The cell-type expansion joint body 4 is a plate-shaped steel material.
[0009]
The cell-type expansion joint body 3 is formed by joining a plurality of cells 5 each having a steel material 7a and a steel material 7b on both side surfaces via a joint member 6 so as to correspond to the bridge axis direction. As shown in FIGS. 1 and 2, the joint member 6 is configured by adhering a rubber-like elastic body 8 between the steel materials 7 a and 7 b between the cells 5 adjacent to each other over the entire surface, and these joint members. 6 is supported by the plate-shaped steel plate 4. As the bonding method, the steel materials 7a and 7b and the rubber-like elastic body 8 are bonded by vulcanization or using a room temperature curing adhesive.
[0010]
The room temperature curable adhesive may be a one-component type or a two-component type, but a phenol-based adhesive, a urethane-based adhesive, a modified silicone-based adhesive, a rubber-based adhesive, a cyanoacrylate-based adhesive, an epoxy-based adhesive Agents.
The type of adhesive to be used may be appropriately determined according to the type of elastomer and hard plate to be used, the required adhesive strength, and the like, and is preferably set to an adhesive strength that causes rubber destruction. Moreover, these may be used independently or 2 or more types may be used together.
[0011]
In particular, a high adhesive force can be obtained by using an adhesive having good wettability with the elastomer on the elastomer side and firmly bonding the adhesives of the two layers.
Examples of the phenolic adhesive include vinyl phenolic type, epoxy phenolic type, and nitrile phenolic type, and are used in combination with other adhesives.
[0012]
Urethane adhesives are based on prepolymers based on polyisocyanates and polyethers or polyester polyols, and contain fillers such as calcium carbonate and carbon black and additives such as tertiary amines and tin catalysts. Use it. In addition, epoxy-modified, rubber-modified products, those having a hydroxyl group added to the terminal or inside of the rubber, phenol resins, and the like are also suitably used for improving adhesion.
[0013]
In addition, when a oxazolidine compound, a ketimine compound, an aldimine compound, an enamine compound or the like is used in combination as a latent curing agent, the curability becomes better.
The modified silicone-based adhesive is a polymer obtained by alkoxysilylating the end of a polyol. In general, an MS polymer manufactured by Kaneka Chemical Industry is suitably used. In the same manner as described above, it is preferable to use a compound in which additives such as a filler and a catalyst are blended, and a modified polyol.
[0014]
Rubber adhesives include chlorinated natural rubber, chloroprene, polybutadiene and other low temperature curing agents such as tetramethylthiuram disulfide (TT) and tetramethylthiuram monosulfide (TS), phenolic resin, resole resin, and as required. Accordingly, a solution type to which isocyanate or the like is added may be used. Moreover, it is preferable to add carbon black, titanium, calcium carbonate or the like as a filler.
[0015]
The cyanoacrylate-based adhesive is a so-called instant adhesive, and it may be a 2-cyanoacrylate commercially available from Toa Synthetic Chemical Co., Ltd. or a derivative thereof. It is preferable to use together with others.
Epoxy adhesives consist of epoxy resins such as glycidyl ether type, glycidyl ester type, glycidyl amine type, and alicyclic type, curing agents such as polyamidoamine, polythiol, acid anhydride, catalyst, filler, etc. Use it.
[0016]
As the epoxy resin, a phenol novolak type or an orthocresol novolak type modified or rubber-modified, and an amine curing agent modified by rubber are used as necessary. In addition, when a oxazolidine compound, a ketimine compound, an aldimine compound, an enamine compound or the like is used in combination as a latent curing agent, the curability becomes better.
[0017]
These adhesives may be used alone or in combination depending on the type of elastomer that is the adherend.
As described above, when the rubber-like elastic body 8 is interposed between the steel materials 7a and 7b and bonded using the room temperature curing adhesive, the bonding surfaces of the steel materials 7a and 7b and the rubber-like elastic body 8 are bonded. The surface is subjected to chlorination treatment or oxidation treatment, and this adhesive surface is made of a group consisting of phenolic adhesive, urethane adhesive, modified silicone adhesive, rubber adhesive, cyanoacrylate adhesive, and epoxy adhesive. The rubber-like elastic body 8 can be firmly bonded between the steel materials 7a and 7b by being integrally fixed via at least one selected room temperature curable adhesive.
[0018]
In the present invention, a plurality of cells are joined with a rubber-like elastic body interposed between the steel members constituting the cells as described above, and the rubber-like elastic bodies are interposed between the steel materials. Since the joint member to be constructed is supported by the plate-like steel material spanned between the abutments, the steel members constituting the cell can be joined without causing warpage or deformation, and can be manufactured at low cost. is there.
[Brief description of the drawings]
FIG. 1 is a cross-sectional view in the direction of a bridge axis of a road expansion joint embodying the present invention.
FIG. 2 is an enlarged cross-sectional view of a portion A in FIG.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Bridge girder 2 Abutment 3 Cell-type expansion joint main body 4 Plate-shaped steel material 5 Cell 6 Joint member 7a, 7b Steel material 8 Rubber-like elastic body

Claims (5)

両側面に鋼材(7a)と鋼材(7b)を備えた複数のセル(5)を橋軸方向に配列すると共に、互いに隣接するセル(5)間の鋼材(7a、7b)間にゴム状弾性体(8)を全面に介在させて接着し、前記鋼材(7a、7b)間にゴム状弾性体(8)を介在接着して構成された継手部材(6)の下部を、橋軸方向の両端に設けた橋台(2)に水平に掛け渡された板状の鋼材(4)に支持した道路用伸縮継手。A plurality of cells on both sides with a steel (7a) and the steel (7b) to (5) as well as arranged in Hashijiku direction, together steel between adjacent cells (5) (7a, 7b) rubber between The elastic body (8) is bonded over the entire surface, and the lower part of the joint member (6) configured by interposing and bonding the rubber-like elastic body (8) between the steel materials (7a, 7b) is connected to the bridge axis direction. The expansion joint for roads supported by the plate-shaped steel material (4) horizontally spanned on the abutment (2) provided in both ends of the. 前記鋼材(7a、7b)とゴム状弾性体(8)とを加硫接着した請求項1に記載の道路用伸縮継手。The expansion joint for roads according to claim 1, wherein the steel materials (7a, 7b) and the rubber-like elastic body (8) are vulcanized and bonded. 前記鋼材(7a、7b)とゴム状弾性体(8)とを常温硬化型接着剤を介して接着した請求項1に記載の道路用伸縮継手。The expansion joint for roads of Claim 1 which bonded the said steel materials (7a, 7b) and the rubber-like elastic body (8) via the normal temperature curing adhesive. 前記常温硬化型接着剤が、フェノール系接着剤、ウレタン系接着剤、変性シリコーン系接着剤、ゴム系接着剤、シアノアクリレート系接着剤およびエポキシ系接着剤からなる群から選択される少なくとも1つである請求項3に記載の道路用伸縮継手。The room temperature curable adhesive is at least one selected from the group consisting of a phenol adhesive, a urethane adhesive, a modified silicone adhesive, a rubber adhesive, a cyanoacrylate adhesive, and an epoxy adhesive. The expansion joint for roads according to claim 3 . 前記鋼材(7a、7b)の接着面と前記ゴム状弾性体(8)の接着面とに、塩素化処理又は酸化処理を施した請求項3又は4に記載の道路用伸縮継手。The expansion joint for roads of Claim 3 or 4 which performed the chlorination process or the oxidation process to the adhesion surface of the said steel materials (7a, 7b) and the adhesion surface of the said rubber-like elastic body (8).
JP23758498A 1998-08-24 1998-08-24 Expansion joint for road Expired - Fee Related JP4052364B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP23758498A JP4052364B2 (en) 1998-08-24 1998-08-24 Expansion joint for road

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP23758498A JP4052364B2 (en) 1998-08-24 1998-08-24 Expansion joint for road

Publications (2)

Publication Number Publication Date
JP2000064212A JP2000064212A (en) 2000-02-29
JP4052364B2 true JP4052364B2 (en) 2008-02-27

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Family Applications (1)

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