JP4052364B2 - Expansion joint for road - Google Patents
Expansion joint for road Download PDFInfo
- 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
Links
- 229910000831 Steel Inorganic materials 0.000 claims description 39
- 239000010959 steel Substances 0.000 claims description 39
- 239000000853 adhesive Substances 0.000 claims description 33
- 230000001070 adhesive effect Effects 0.000 claims description 32
- 239000000463 material Substances 0.000 claims description 22
- 229920001971 elastomer Polymers 0.000 claims description 12
- 239000005060 rubber Substances 0.000 claims description 8
- ISWSIDIOOBJBQZ-UHFFFAOYSA-N Phenol Chemical compound OC1=CC=CC=C1 ISWSIDIOOBJBQZ-UHFFFAOYSA-N 0.000 claims description 6
- JOYRKODLDBILNP-UHFFFAOYSA-N Ethyl urethane Chemical compound CCOC(N)=O JOYRKODLDBILNP-UHFFFAOYSA-N 0.000 claims description 4
- 238000000034 method Methods 0.000 claims description 4
- 229920006332 epoxy adhesive Polymers 0.000 claims description 3
- 239000004830 Super Glue Substances 0.000 claims description 2
- 238000005660 chlorination reaction Methods 0.000 claims description 2
- FGBJXOREULPLGL-UHFFFAOYSA-N ethyl cyanoacrylate Chemical compound CCOC(=O)C(=C)C#N FGBJXOREULPLGL-UHFFFAOYSA-N 0.000 claims description 2
- 230000003647 oxidation Effects 0.000 claims description 2
- 238000007254 oxidation reaction Methods 0.000 claims description 2
- 239000013464 silicone adhesive Substances 0.000 claims description 2
- -1 oxazolidine compound Chemical class 0.000 description 10
- 238000001723 curing Methods 0.000 description 6
- 238000003466 welding Methods 0.000 description 6
- 239000003795 chemical substances by application Substances 0.000 description 5
- VTYYLEPIZMXCLO-UHFFFAOYSA-L Calcium carbonate Chemical compound [Ca+2].[O-]C([O-])=O VTYYLEPIZMXCLO-UHFFFAOYSA-L 0.000 description 4
- 239000000806 elastomer Substances 0.000 description 4
- 239000000945 filler Substances 0.000 description 4
- BUZICZZQJDLXJN-UHFFFAOYSA-N 3-azaniumyl-4-hydroxybutanoate Chemical compound OCC(N)CC(O)=O BUZICZZQJDLXJN-UHFFFAOYSA-N 0.000 description 2
- 229920001651 Cyanoacrylate Polymers 0.000 description 2
- 239000004593 Epoxy Substances 0.000 description 2
- MWCLLHOVUTZFKS-UHFFFAOYSA-N Methyl cyanoacrylate Chemical compound COC(=O)C(=C)C#N MWCLLHOVUTZFKS-UHFFFAOYSA-N 0.000 description 2
- 239000000654 additive Substances 0.000 description 2
- 229910000019 calcium carbonate Inorganic materials 0.000 description 2
- 239000006229 carbon black Substances 0.000 description 2
- 239000003054 catalyst Substances 0.000 description 2
- 239000003822 epoxy resin Substances 0.000 description 2
- 229920003986 novolac Polymers 0.000 description 2
- QWVGKYWNOKOFNN-UHFFFAOYSA-N o-cresol Chemical compound CC1=CC=CC=C1O QWVGKYWNOKOFNN-UHFFFAOYSA-N 0.000 description 2
- 239000005011 phenolic resin Substances 0.000 description 2
- 229920000647 polyepoxide Polymers 0.000 description 2
- 229920000642 polymer Polymers 0.000 description 2
- 229920005862 polyol Polymers 0.000 description 2
- 150000003077 polyols Chemical class 0.000 description 2
- 229920001296 polysiloxane Polymers 0.000 description 2
- KUAZQDVKQLNFPE-UHFFFAOYSA-N thiram Chemical compound CN(C)C(=S)SSC(=S)N(C)C KUAZQDVKQLNFPE-UHFFFAOYSA-N 0.000 description 2
- 229960002447 thiram Drugs 0.000 description 2
- IJVRPNIWWODHHA-UHFFFAOYSA-N 2-cyanoprop-2-enoic acid Chemical compound OC(=O)C(=C)C#N IJVRPNIWWODHHA-UHFFFAOYSA-N 0.000 description 1
- KXGFMDJXCMQABM-UHFFFAOYSA-N 2-methoxy-6-methylphenol Chemical compound [CH]OC1=CC=CC([CH])=C1O KXGFMDJXCMQABM-UHFFFAOYSA-N 0.000 description 1
- 244000043261 Hevea brasiliensis Species 0.000 description 1
- 239000005062 Polybutadiene Substances 0.000 description 1
- RTAQQCXQSZGOHL-UHFFFAOYSA-N Titanium Chemical compound [Ti] RTAQQCXQSZGOHL-UHFFFAOYSA-N 0.000 description 1
- 150000008065 acid anhydrides Chemical class 0.000 description 1
- 125000002723 alicyclic group Chemical group 0.000 description 1
- 150000001412 amines Chemical class 0.000 description 1
- YACLQRRMGMJLJV-UHFFFAOYSA-N chloroprene Chemical compound ClC(=C)C=C YACLQRRMGMJLJV-UHFFFAOYSA-N 0.000 description 1
- 150000001875 compounds Chemical class 0.000 description 1
- 230000006378 damage Effects 0.000 description 1
- GYZLOYUZLJXAJU-UHFFFAOYSA-N diglycidyl ether Chemical compound C1OC1COCC1CO1 GYZLOYUZLJXAJU-UHFFFAOYSA-N 0.000 description 1
- 239000013013 elastic material Substances 0.000 description 1
- LNEPOXFFQSENCJ-UHFFFAOYSA-N haloperidol Chemical compound C1CC(O)(C=2C=CC(Cl)=CC=2)CCN1CCCC(=O)C1=CC=C(F)C=C1 LNEPOXFFQSENCJ-UHFFFAOYSA-N 0.000 description 1
- 125000002887 hydroxy group Chemical group [H]O* 0.000 description 1
- 239000012948 isocyanate Substances 0.000 description 1
- 150000002513 isocyanates Chemical class 0.000 description 1
- 238000013035 low temperature curing Methods 0.000 description 1
- 229920003052 natural elastomer Polymers 0.000 description 1
- 229920001194 natural rubber Polymers 0.000 description 1
- AFEQENGXSMURHA-UHFFFAOYSA-N oxiran-2-ylmethanamine Chemical compound NCC1CO1 AFEQENGXSMURHA-UHFFFAOYSA-N 0.000 description 1
- 229920001568 phenolic resin Polymers 0.000 description 1
- 229920000962 poly(amidoamine) Polymers 0.000 description 1
- 229920002857 polybutadiene Polymers 0.000 description 1
- 229920005906 polyester polyol Polymers 0.000 description 1
- 229920000570 polyether Polymers 0.000 description 1
- 229920001228 polyisocyanate Polymers 0.000 description 1
- 239000005056 polyisocyanate Substances 0.000 description 1
- 229920006295 polythiol Polymers 0.000 description 1
- 229920005989 resin Polymers 0.000 description 1
- 239000011347 resin Substances 0.000 description 1
- 229920003987 resole Polymers 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 239000012970 tertiary amine catalyst Substances 0.000 description 1
- 150000003512 tertiary amines Chemical class 0.000 description 1
- 239000012974 tin catalyst Substances 0.000 description 1
- 229910052719 titanium Inorganic materials 0.000 description 1
- 239000010936 titanium Substances 0.000 description 1
- 229920002554 vinyl polymer Polymers 0.000 description 1
- 238000004073 vulcanization Methods 0.000 description 1
Images
Landscapes
- Road Paving Structures (AREA)
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)と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
[0009]
The cell-type
[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
[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
Claims (5)
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 |
Family
ID=17017494
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP23758498A Expired - Fee Related JP4052364B2 (en) | 1998-08-24 | 1998-08-24 | Expansion joint for road |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP4052364B2 (en) |
-
1998
- 1998-08-24 JP JP23758498A patent/JP4052364B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JP2000064212A (en) | 2000-02-29 |
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