JP4115042B2 - How to connect expansion joints for roads - Google Patents

How to connect expansion joints for roads Download PDF

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Publication number
JP4115042B2
JP4115042B2 JP15323399A JP15323399A JP4115042B2 JP 4115042 B2 JP4115042 B2 JP 4115042B2 JP 15323399 A JP15323399 A JP 15323399A JP 15323399 A JP15323399 A JP 15323399A JP 4115042 B2 JP4115042 B2 JP 4115042B2
Authority
JP
Japan
Prior art keywords
joint
road
roads
expansion joint
connection
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
JP15323399A
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Japanese (ja)
Other versions
JP2000336605A (en
Inventor
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 JP15323399A priority Critical patent/JP4115042B2/en
Publication of JP2000336605A publication Critical patent/JP2000336605A/en
Application granted granted Critical
Publication of JP4115042B2 publication Critical patent/JP4115042B2/en
Anticipated expiration legal-status Critical
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、道路用伸縮継手の接続方法にかかわり、更に詳しくは高架橋の舗装道路の接続部分や、道路幅拡張部分の接続部分に使用する道路用伸縮継手の接続方法に関するものである。
【0002】
【従来の技術】
従来、高架橋の舗装道路の接続部分や、道路拡張部分の接続部分に使用される道路用伸縮継手は、接続加工を行う場合には、図6に示すように、その伸縮継手1a,1bを接続加工し、その接続面Qに接着剤2を塗布して図7に示すような未加硫ゴム3のみで仕上げるのが一般的である。
【0003】
【発明が解決しようとする課題】
然しながら、このような接続方法で図に示すようなT型接続部に取付けると、橋軸方向(X方向),橋軸直角方向(Y方向)での2方向の動きに対して追従性が少ないため、接続面Qが剥がれたり、無理な応力が集中すると言う問題があった。
【0004】
この発明の目的は、伸縮継手の接続部分を橋軸方向,橋軸直角方向,上下方向のあらゆる方向に対して追従出来る継手部材を使用して接続することにより、接続部分が剥離したり、損傷することがなく、更に止水性も良好にすることが出来る道路用伸縮継手の接続方法を提供することにある。
【0005】
【課題を解決するための手段】
上記目的を達成するため、本発明の道路用伸縮継手の接続方法は、2つの道路用伸縮継手間の接続部分に空隙部分ができるように切断加工を施すことで前記両道路用伸縮継手に接続加工面を形成し、該接続加工面間の前記空隙部分に伸縮可能な空隙部を有するゴム状弾性体から成る継手部材を挿入して、該継手部材を前記接続加工面に対し金型にて二次加硫することにより加硫接着することを要旨とするものである。
【0008】
この発明は、上記のように構成したことにより、伸縮継手の接続部分を橋軸方向,橋軸直角方向,上下方向等のあらゆる方向に対して追従出来、この結果、接続部分が剥離したり、損傷することがなく、更に止水性も良好にすることが出来るものである。
【0009】
【発明の実施の形態】
以下、添付図面に基づき、この発明の実施形態を説明する。
【0010】
図1は、この発明にかかる道路用伸縮継手の接続構造の第1実施形態を示す平面図であって、この実施形態は、既存の道路用伸縮継手11に対してその中央部分で直交する向き新たな道路用伸縮継手12を接続する場合であり、母材となる道路用伸縮継手11の所定位置に鈍角αとなる開先加工を施して接続部13を形成し、一方新たな道路用伸縮継手12の先端も前記接続部13の鈍角αと略同角度で開先加工を施して接続部14を形成する。
【0011】
そして、継手接続部分の空隙部15に、図3に示すような伸縮可能で、かつ空隙部16を有するゴム状弾性体から成る断面M字状の継手部材17を一体的に加硫接着して構成するものである。
【0012】
即ち、前記継手接続部分の接続加工面13a,14aを、図示しない金型にて二次加硫することによりゴム状弾性体から成る断面M字状の継手部材17を一体的に加硫接着するものである。
【0013】
また、図2は道路用伸縮継手の接続構造の第2実施形態を示す平面図であり、この実施形態は、上記第1実施形態と同様に、母材となる道路用伸縮継手11の所定位置に鋭角βとなる開先加工を施して接続部13を形成し、一方新たな道路用伸縮継手12の先端も前記接続部13の鋭角βと略同角度で開先加工を施して接続部14を形成する。
【0014】
そして、継手接続部分の空隙部15に、図3に示すような伸縮可能で、かつ空隙部16を有するゴム状弾性体から成る断面M字状の継手部材17を一体的に加硫接着して構成するものである。
【0015】
図4は、道路用伸縮継手の接続構造の第3実施形態を示す平面図であって、この実施形態は、母材となる道路用伸縮継手11の端末部11aと新たな道路用伸縮継手12の端末部12aとを直交する向き(90度)に接続する場合である。
【0016】
この実施形態では、道路用伸縮継手11の端末部11aと新たな道路用伸縮継手12の端末部12aとを45度に切断加工し、端末部11a,12aとの接続部分Qの空隙部15に、図3に示すような伸縮可能で、かつ空隙部16を有するゴム状弾性体から成る断面M字状の継手部材17を一体的に加硫接着して構成するものである。
【0017】
即ち、継手接続部分Qの端末部11a,12aの接続加工面を、図示しない金型にて二次加硫することによりゴム状弾性体から成る断面M字状の継手部材17を一体的に加硫接着するものである。
【0018】
更に、図は、道路用伸縮継手の接続構造の第4実施形態を示す平面図であって、この実施形態は、母材となる道路用伸縮継手11の長手方向中央の両側に、直交する向きに新たな道路用伸縮継手18a,18bを接続する場合であり、母材となる道路用伸縮継手11の所定位置に鋭角βとなる開先加工を施して接続部19a,19bを形成し、一方新たな道路用伸縮継手18a,18bの先端も前記接続部19a,19bの鋭角βと略同角度で開先加工を施して接続部20a,20bを形成する。
【0019】
そして、継手接続部分Qの空隙部15a,15bに、図3に示すような伸縮可能で、かつ空隙部16を有するゴム状弾性体から成る断面M字状の継手部材17を一体的に加硫接着して構成するものである。
【0020】
即ち、前記継手接続部分Qの接続加工面を、図示しない金型にて二次加硫することによりゴム状弾性体から成る断面M字状の継手部材17を一体的に加硫接着するものである。
【0021】
以上のように、この発明の各実施形態では、道路用伸縮継手11の接続部分に、伸縮可能で、かつ空隙部16を有するゴム状弾性体から成る継手部材17を設けて一体的に構成したことにより、伸縮継手の接続部分を橋軸方向,橋軸直角方向,上下方向等のあらゆる方向に対して追従出来、この結果、接続部分が剥離したり、損傷することがなく、更に止水性も良好にすることが出来るものである。なお、継手部材17は、上記の実施形態のように断面M字状の形態に限定されず、波状やV字状等、伸縮可能で、かつ空隙部16を有する形態であれば良い。
【0022】
【発明の効果】
この発明は、上記のように道路の継手接続部分に空隙部分が生じるように切断加工を施し、該継手接続部分の空隙部に、伸縮可能な空隙部を有するゴム状弾性体から成る継手部材を加硫接着して一体的に形成するので、伸縮継手の接続部分を橋軸方向,橋軸直角方向,上下方向等のあらゆる方向に対して追従出来、この結果、接続部分が剥離したり、損傷することがなく、更に止水性も良好にすることが出来る効果がある。
【図面の簡単な説明】
【図1】この発明の第1実施形態における道路用伸縮継手における接続部の平面図である。
【図2】この発明の第2実施形態における道路用伸縮継手における接続部の平面図である。
【図3】図1,図2及び図4,図5のA−A線に沿う断面図である。
【図4】この発明の第実施形態における道路用伸縮継手における接続部の平面図である。
【図5】この発明の第4実施形態における道路用伸縮継手における接続部の平面図である。
【図6】従来の道路用伸縮継手における接続部の平面図である。
【図7】図6のB−B線に沿う断面図である。
【符号の説明】
11 道路用伸縮継手
12 道路用伸縮継手
13 接続部
13a 接続加工面
14 接続部
14a 接続加工面
15 空隙部
16 空隙部
17 継手部材
[0001]
BACKGROUND OF THE INVENTION
This invention relates to how to connect road expansion joints, but more particularly relates or contacts paved road viaduct, on how to connect road expansion joints for use in connecting parts of the road width extension .
[0002]
[Prior art]
Conventionally, road expansion joints used for connecting parts of viaduct paved roads and connecting parts of road extension parts are connected to expansion joints 1a and 1b as shown in FIG. It is generally processed, and the adhesive 2 is applied to the connection surface Q and finished only with the unvulcanized rubber 3 as shown in FIG.
[0003]
[Problems to be solved by the invention]
However, when attached to a T-shaped connecting portion as shown in the figure by such a connection method, there is little followability with respect to movement in two directions in the bridge axis direction (X direction) and the bridge axis perpendicular direction (Y direction). Therefore, there is a problem that the connection surface Q is peeled off or excessive stress is concentrated.
[0004]
The object of the present invention is to connect the connecting part of the expansion joint using a joint member that can follow all directions of the bridge axis direction, the bridge axis perpendicular direction, and the vertical direction. without having to, to provide a further connection methods of road expansion joint water-stopping can also be improved.
[0005]
[Means for Solving the Problems]
In order to achieve the above object, the road expansion joint connection method of the present invention is connected to the two road expansion joints by cutting so that a gap is formed in the connection portion between the two road expansion joints. Inserting a joint member made of a rubber-like elastic body having a processable surface and having a space that can be expanded and contracted in the space between the connection surfaces, and connecting the joint member to the connection surface using a mold The gist is to vulcanize and bond by secondary vulcanization.
[0008]
This invention, by have configured as described above, the connection portion of the expansion joint bridge axis direction, the bridge axis perpendicular, can follow all directions, such as a vertical direction, as a result, the connection portion is peeled off In addition, the water-stopping property can be improved.
[0009]
DETAILED DESCRIPTION OF THE INVENTION
Embodiments of the present invention will be described below with reference to the accompanying drawings.
[0010]
FIG. 1 is a plan view showing a first embodiment of a connection structure for a road expansion joint according to the present invention. This embodiment is oriented in a direction perpendicular to an existing road expansion joint 11 at a central portion thereof. In this case, a new road expansion joint 12 is connected to a predetermined position of the road expansion joint 11 which is a base material, and a connecting portion 13 is formed by forming a groove forming an obtuse angle α, while a new road expansion joint 11 is formed. The distal end of the expansion joint 12 is also grooved at the same angle as the obtuse angle α of the connection portion 13 to form the connection portion 14.
[0011]
Then, the air gap amount 15 of the joint connecting portion, a stretchable as shown in FIG. 3, and integrally vulcanization was wearing a sectional M-shaped joint member 17 made of a rubber-like elastic material having a void portion 16 It is configured.
[0012]
In other words, the joint processed surfaces 13a and 14a of the joint connecting portion are secondarily vulcanized with a mold (not shown) to integrally vulcanize and bond the M-shaped joint member 17 made of a rubber-like elastic body. Is.
[0013]
FIG. 2 is a plan view showing a second embodiment of the connection structure of the expansion joint for roads. This embodiment is similar to the first embodiment in that the predetermined position of the expansion joint 11 for roads as a base material is shown. The connecting portion 13 is formed by applying a groove processing to the acute angle β to the connecting portion 14, while the tip of the new road expansion joint 12 is also subjected to a groove processing at substantially the same angle as the acute angle β of the connecting portion 13. Form.
[0014]
Then, the air gap amount 15 of the joint connecting portion, a stretchable as shown in FIG. 3, and integrally vulcanization was wearing a sectional M-shaped joint member 17 made of a rubber-like elastic material having a void portion 16 It is configured.
[0015]
FIG. 4 is a plan view showing a third embodiment of a connection structure for a road expansion joint, and this embodiment is a terminal 11a of a road expansion joint 11 serving as a base material and a new road expansion joint 12. The terminal unit 12a is connected in an orthogonal direction (90 degrees).
[0016]
In this embodiment, the terminal portion 12a of the terminal portion 11a and a new road expansion joints 12 of road expansion joints 11 was cut at 45 degrees, the gap portion component 15 of the connecting portion Q between the terminal portions 11a, 12a Further, a joint member 17 having an M-shaped cross section made of a rubber-like elastic body that can be expanded and contracted as shown in FIG. 3 is integrally vulcanized and bonded.
[0017]
In other words, the joint processed surface of the end portions 11a and 12a of the joint connection portion Q is subjected to secondary vulcanization with a mold (not shown) to integrally add the joint member 17 having a M-shaped cross section made of a rubber-like elastic body. It is to be glued.
[0018]
Further, FIG. 5 is a plan view showing a fourth embodiment of the connection structure of the expansion joint for roads, and this embodiment is orthogonal to both sides of the center in the longitudinal direction of the expansion joint 11 for roads as a base material. In this case, new road expansion joints 18a and 18b are connected to each other, and the connecting portions 19a and 19b are formed by applying a groove processing with an acute angle β to a predetermined position of the road expansion joint 11 serving as a base material. On the other hand, the ends of the new expansion joints 18a, 18b are also grooved at substantially the same angle as the acute angle β of the connecting portions 19a, 19b to form the connecting portions 20a, 20b.
[0019]
The gap portion component 15a of the joint connecting portions Q, in 15b, integrally pressurizing sectional M-shaped joint member 17 made of a rubber-like elastic body having a stretchable and, and the gap portion 16 as shown in FIG. 3 It is constructed by sulfur bonding.
[0020]
That is, the joint processed portion of the joint connecting portion Q is secondarily vulcanized with a mold (not shown) to integrally vulcanize and bond the joint member 17 having an M-shaped cross section made of a rubber-like elastic body. is there.
[0021]
As described above, in each embodiment of the present invention, the joint portion 17 made of a rubber-like elastic body that can be expanded and contracted and has the gap portion 16 is provided integrally with the connecting portion of the expansion joint 11 for road. This makes it possible to follow the connecting part of the expansion joint in all directions, such as the direction of the bridge axis, the direction perpendicular to the bridge axis, and the vertical direction. As a result, the connecting part will not peel off or be damaged. It can be made good. Note that the joint member 17 is not limited to the M-shaped cross section as in the above-described embodiment, and may be any form that can expand and contract, such as a wave shape or a V shape, and that has the gap portion 16.
[0022]
【The invention's effect】
The present invention performs a cut as the gap portion in the joint connecting portion of the road as described above occur, the air gap portion of該継hand connecting portion, the joint member made of a rubber-like elastic body having a retractable air gap Is formed integrally by vulcanizing and bonding, so the connection part of the expansion joint can follow all directions such as the bridge axis direction, the bridge axis perpendicular direction, the vertical direction, etc. There is an effect that the water-stopping property can be improved without being damaged.
[Brief description of the drawings]
FIG. 1 is a plan view of a connection portion in a road expansion joint according to a first embodiment of the present invention.
FIG. 2 is a plan view of a connecting portion in a road expansion joint according to a second embodiment of the present invention.
3 is a cross-sectional view taken along line AA of FIGS. 1, 2, 4 and 5. FIG.
FIG. 4 is a plan view of a connection portion in a road expansion joint according to a third embodiment of the present invention.
FIG. 5 is a plan view of a connection portion in a road expansion joint according to a fourth embodiment of the present invention.
FIG. 6 is a plan view of a connecting portion in a conventional road expansion joint.
7 is a cross-sectional view taken along line BB in FIG.
[Explanation of symbols]
11 road expansion joints 12 road expansion joints 13 connecting section 13a connecting working surface 14 connecting section 14a connecting working surface 15 void portion component 16 gap portion 17 coupling member

Claims (1)

2つの道路用伸縮継手間の接続部分に空隙部分ができるように切断加工を施すことで前記両道路用伸縮継手に接続加工面を形成し、該接続加工面間の前記空隙部分に伸縮可能な空隙部を有するゴム状弾性体から成る継手部材を挿入して、該継手部材を前記接続加工面に対し金型にて二次加硫することにより加硫接着する道路用伸縮継手の接続方法。By cutting so that a gap portion is formed at the connection portion between the two expansion joints for roads, a connection processing surface is formed on the both expansion joints for both roads, and can be expanded and contracted to the gap portion between the connection processing surfaces. A method for connecting a road expansion joint, in which a joint member made of a rubber-like elastic body having a gap is inserted and vulcanized and bonded by secondary vulcanization of the joint member to the connection processed surface with a mold.
JP15323399A 1999-06-01 1999-06-01 How to connect expansion joints for roads Expired - Fee Related JP4115042B2 (en)

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Application Number Priority Date Filing Date Title
JP15323399A JP4115042B2 (en) 1999-06-01 1999-06-01 How to connect expansion joints for roads

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Application Number Priority Date Filing Date Title
JP15323399A JP4115042B2 (en) 1999-06-01 1999-06-01 How to connect expansion joints for roads

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JP4115042B2 true JP4115042B2 (en) 2008-07-09

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101522344B1 (en) * 2014-07-28 2015-05-22 주식회사 부흥시스템 Portable type connecting apparatus for expansion joint of bridge and method connecting for expansion joint of bridge therof
KR101569387B1 (en) 2014-07-16 2015-11-16 주식회사 부흥시스템 Connecting apparatus for expansion joint of bridge and method connecting for expansion joint of bridge therof

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006188915A (en) * 2005-01-07 2006-07-20 Yokohama Rubber Co Ltd:The Drain gutter for road bridge expansion device

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101569387B1 (en) 2014-07-16 2015-11-16 주식회사 부흥시스템 Connecting apparatus for expansion joint of bridge and method connecting for expansion joint of bridge therof
KR101522344B1 (en) * 2014-07-28 2015-05-22 주식회사 부흥시스템 Portable type connecting apparatus for expansion joint of bridge and method connecting for expansion joint of bridge therof

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