JP3407090B2 - Expansion joint sealing material - Google Patents

Expansion joint sealing material

Info

Publication number
JP3407090B2
JP3407090B2 JP23210394A JP23210394A JP3407090B2 JP 3407090 B2 JP3407090 B2 JP 3407090B2 JP 23210394 A JP23210394 A JP 23210394A JP 23210394 A JP23210394 A JP 23210394A JP 3407090 B2 JP3407090 B2 JP 3407090B2
Authority
JP
Japan
Prior art keywords
rubber portion
solid rubber
sealing material
expansion joint
gap
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
JP23210394A
Other languages
Japanese (ja)
Other versions
JPH0874206A (en
Inventor
達郎 豊田
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.)
Nishikawa Rubber Co Ltd
Original Assignee
Nishikawa 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 Nishikawa Rubber Co Ltd filed Critical Nishikawa Rubber Co Ltd
Priority to JP23210394A priority Critical patent/JP3407090B2/en
Publication of JPH0874206A publication Critical patent/JPH0874206A/en
Application granted granted Critical
Publication of JP3407090B2 publication Critical patent/JP3407090B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Road Paving Structures (AREA)
  • Bridges Or Land Bridges (AREA)

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、隣合う2つの橋梁間に
介在させる伸縮ジョイントのシール材に関するものであ
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a sealing material for expansion joints interposed between two adjacent bridges.

【0002】[0002]

【従来の技術】従来、図1に示すように、2つの橋梁1
0,10を接続するに当って、夏季高温時に両者の端面
11,11が突合うことがないよう、端面11,11間
に隙間20を開け、さらに、それぞれ端部上面に、端面
11,11よりも互いに相手側に突出させ、庇状に形成
したフィンガージョイント12,12を張り、その両フ
インガージョイント12,12の隙間25から洩れる水
を受け、排水するために、何れか一方の橋梁10の端面
に樋50を取付けてある。なお、55は樋50を取付な
い側の端面に結合した補助庇である。
2. Description of the Related Art Conventionally, as shown in FIG. 1, two bridges 1
When connecting 0 and 10, a gap 20 is provided between the end faces 11 and 11 so that the end faces 11 and 11 do not abut each other at high temperatures in summer, and further, the end faces 11 and 11 are respectively provided on the upper surfaces of the end portions. The finger joints 12, 12 that are formed in the shape of an eaves so as to project toward the other side of each other and receive the water leaking from the gap 25 between the two finger joints 12, 12 and drain the water. A gutter 50 is attached to the end face of the. In addition, 55 is an auxiliary eaves connected to the end face on the side where the gutter 50 is not attached.

【0003】また、別に樋を設ける代りに、図2に示す
如く両橋梁10,10の隙間20に上方からバックアッ
プ材60を挿入したうえ、その上にシーリング材70を
充填するようにしたものも使用されている。
Instead of separately providing a gutter, as shown in FIG. 2, a backup material 60 is inserted into the gap 20 between the bridges 10 and 10 from above, and a sealing material 70 is filled on the backup material 60. It is used.

【0004】しかしながら、上記従来の伸縮ジョイント
のうち、図1に示す樋50を設けたものは、水のほかに
砂が樋50に入り、溜り、排水機能を失い、漏水すると
言う問題点がある。また図2に示すシーリング材70を
充填するものは、その施工時、通行をストップさせる必
要があり、交通渋滞を引き起すと言う問題点がある。
However, among the above-mentioned conventional expansion joints, the one provided with the gutter 50 shown in FIG. 1 has a problem that sand enters the gutter 50, accumulates, loses drainage function, and leaks water. . The sealing material 70 shown in FIG. 2 has a problem that it is necessary to stop the passage of the sealing material during its construction, which causes traffic congestion.

【0005】[0005]

【発明が解決しようとする課題】解決しようとする問題
点は、従来の伸縮ジョイントは、排水機能を失い、漏水
したり、或は施工時に交通渋滞を引き起したりすること
である。
The problem to be solved is that the conventional expansion joint loses its drainage function and leaks water, or causes traffic congestion during construction.

【0006】[0006]

【課題を解決するための手段】図3乃至図5を参考にし
て説明する。本発明は、隙間20を開けて接続する橋梁
10,10のそれぞれ端部上面に、端面11,11より
も互いに相手側に突出させた庇状フィンガージョイント
12,12の隙間からの漏水を防止するため、端面1
1,11とフィンガージョイント12,12との間に挿
入する伸縮ジョイントのシール材であって、上方が開い
た断面コの字状のソリッドゴム部分31の底に板バネ3
2を埋めたうえ、ソリッドゴム部分31よりも厚いスポ
ンジゴム部分33を詰め、そのスポンジゴム部分33の
露出面をソリッドゴム皮膜34で覆ってなり、接着剤4
0を介して端面11,11に接着してなるものである。
また、接着剤40は、ブチルテープ等の粘着剤でもよ
い。
A means for solving the problems will be described with reference to FIGS. INDUSTRIAL APPLICABILITY The present invention prevents water leakage from the gaps between the eaves-shaped finger joints 12 and 12 projecting toward the other side of the end faces 11 and 11 on the upper surfaces of the respective end portions of the bridges 10 and 10 that are connected by opening the gap 20. For the end face 1
1, 11 and the finger joints 12, 12, which are sealing materials for expansion joints, and which have leaf springs 3 on the bottom of a solid rubber portion 31 having an open U-shaped cross section.
2, the sponge rubber portion 33 thicker than the solid rubber portion 31 is filled, and the exposed surface of the sponge rubber portion 33 is covered with the solid rubber film 34.
It is formed by adhering to the end faces 11, 11 via 0.
Further, the adhesive 40 may be an adhesive such as butyl tape.

【0007】[0007]

【実施例】実施例について図3〜図5によって説明する
と、10,10は隙間20を開けて接続する橋梁、1
2,12はその橋梁10,10のそれぞれ端部上面に、
端面11,11よりも互いに相手側に突出させた庇状フ
ィンガージョイント、15,15は両端面11,11に
突設したストッパーであって、溶接16によって、取付
けてある。なお、25はフィンガージョイント12,1
2間の隙間である。30は端面11,11とフィンガー
ジョイント12,12との間に挿入し、取付ける本発明
のシール材であって、次のように構成される。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment will be described with reference to FIGS.
2 and 12 are on the upper surfaces of the ends of the bridges 10 and 10,
The eaves-shaped finger joints projecting toward the other side of the end faces 11, 11 are stoppers projecting on both end faces 11, 11 and are attached by welding 16. In addition, 25 is a finger joint 12,1
It is a gap between the two. Reference numeral 30 is a sealing material of the present invention which is inserted and attached between the end faces 11 and 11 and the finger joints 12 and 12, and is configured as follows.

【0008】31は上方が開いた断面コの字状のソリッ
ドゴム部分であって、その幅は隙間20よりも大きくし
てある。32はそのソリッドゴム部分31の底に埋めた
板バネであって、バネ鋼よりなる。33はスポンジゴム
部分31内に詰めたスポンジゴム部分であって、ソリッ
ドゴム部分31よりも上下方向に厚くして、上部のソリ
ッドゴム部分31から露出部分の角を切ってある。34
はそのスポンジゴム部分33の露出面を覆うソリッドゴ
ム皮膜、40はシール材30の側面を端面11,11と
接着する接着剤であり、ブチルテープ等の粘着剤でもよ
い。
Reference numeral 31 is a solid rubber portion having a U-shaped cross-section with an open upper portion, and its width is made larger than the gap 20. A leaf spring 32 is buried in the bottom of the solid rubber portion 31 and is made of spring steel. Reference numeral 33 denotes a sponge rubber portion filled in the sponge rubber portion 31, which is thicker in the up-down direction than the solid rubber portion 31 and has an exposed portion cut off from the upper solid rubber portion 31. 34
Is a solid rubber film that covers the exposed surface of the sponge rubber portion 33, and 40 is an adhesive that adheres the side surface of the sealing material 30 to the end surfaces 11 and 11, and may be an adhesive such as butyl tape.

【0009】なお、図4に示すように、スポンジゴム部
分33内にスポンジゴム部分33の硬度よりも硬度の高
い、スポンジゴム或は樹脂よりなる板状芯部分35を埋
設することも可能である。また、板バネ32は、ソリッ
ドゴム部分31の底に埋めても外側に一体に取付けても
よく、上方に向けて略凸状の形状にしてもよく、さらに
スポンジゴム部分33,ソリッドゴム皮膜34は、ソリ
ッドゴム部分31と別体に作った物を後で貼りあわせて
も、又一体成形により製造することもできる。
As shown in FIG. 4, it is possible to embed a plate-shaped core portion 35 made of sponge rubber or resin having a hardness higher than that of the sponge rubber portion 33 in the sponge rubber portion 33. . Further, the leaf spring 32 may be buried in the bottom of the solid rubber portion 31 or integrally attached to the outside, or may have a substantially convex shape toward the upper side, and further, the sponge rubber portion 33 and the solid rubber film 34. It is also possible to manufacture the solid rubber part 31 separately from the solid rubber part 31, or to integrally mold the solid rubber part 31.

【0010】施工は次のように行う。すなわち、先ず、
既存の樋50、補助庇55を取除く。次に両端面11,
11にストッパー15,15を溶接16等により取付け
る。3番目にシール材30の側面及び端面11,11の
シール材30の挿入部分に接着剤40を塗る。最後にシ
ール材30を挿入し、取付ける。以上の作業は、全て橋
梁10,10の下方から行う。
Construction is performed as follows. That is, first,
Remove the existing gutter 50 and auxiliary eaves 55. Next, both end faces 11,
The stoppers 15 and 15 are attached to 11 by welding 16 or the like. Thirdly, the adhesive 40 is applied to the side surface of the sealing material 30 and the insertion portions of the end surfaces 11 and 11 into which the sealing material 30 is inserted. Finally, the sealing material 30 is inserted and attached. All the above work is performed from below the bridges 10, 10.

【0011】[0011]

【作用】作用について説明すると、シール材30が挿入
された状態で、両側面から圧縮され、特にバネ板32、
芯部分35の中央部分が上方に押上げられ、上に凸に変
形するため、シール材30の上面が隙間25を完全に塞
ぎ、隙間25から水・砂・その他の異物の侵入を完全に
防止する。
The operation will be described. With the seal member 30 inserted, the seal member 30 is compressed from both side surfaces, and in particular, the spring plate 32,
Since the central portion of the core portion 35 is pushed up and deforms upward, the upper surface of the sealing material 30 completely closes the gap 25 and completely prevents the entry of water, sand, and other foreign matter from the gap 25. To do.

【0012】[0012]

【発明の効果】本発明は以上のように構成されるため、
施工を橋梁10,10の下方から行うことが出来、車の
通行をストップする必要がなく、しかも、隙間25から
水・砂・その他の異物の侵入を完全に防止することが出
来る。
Since the present invention is constructed as described above,
The construction can be performed from below the bridges 10 and 10, it is not necessary to stop the passage of vehicles, and furthermore, the entry of water, sand and other foreign matter through the gap 25 can be completely prevented.

【図面の簡単な説明】[Brief description of drawings]

【図1】従来例を示す斜視図である。FIG. 1 is a perspective view showing a conventional example.

【図2】別の従来例を示す斜視図である。FIG. 2 is a perspective view showing another conventional example.

【図3】本発明の実施例を示す断面図である。FIG. 3 is a sectional view showing an embodiment of the present invention.

【図4】本発明の別の実施例を示す断面図である。FIG. 4 is a sectional view showing another embodiment of the present invention.

【図5】本発明の実施例の橋梁への取付を示す斜視図で
ある。
FIG. 5 is a perspective view showing attachment to a bridge according to an embodiment of the present invention.

【符号の説明】[Explanation of symbols]

10 橋梁 11 端面 12 フィンガージョイント 15 ストッパー 16 溶接 20,25 隙間 30 シール材 31 ソリッドゴム部分 32 板バネ 33 スポンジゴム部分 34 ソリッドゴム皮膜 35 芯部分 40 接着剤,粘着剤 50 樋 55 補助庇 60 バックアップ材 70 シーリング材 10 bridges 11 end face 12 finger joint 15 stopper 16 welding 20,25 gap 30 sealing material 31 Solid rubber part 32 leaf spring 33 Sponge rubber part 34 Solid rubber film 35 core 40 Adhesive, adhesive 50 gutter 55 Auxiliary eaves 60 backup material 70 Sealant

───────────────────────────────────────────────────── フロントページの続き (58)調査した分野(Int.Cl.7,DB名) E01C 11/02 E01D 19/06 E01D 19/08 ─────────────────────────────────────────────────── ─── Continuation of front page (58) Fields surveyed (Int.Cl. 7 , DB name) E01C 11/02 E01D 19/06 E01D 19/08

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 隙間(20)を開けて接続する橋梁(1
0,10)のそれぞれ端部上面に、端面(11,11)
よりも互いに相手側に突出させた庇状フィンガージョイ
ント(12,12)の隙間(25)からの漏水を防止す
るため、端面(11,11)とフィンガージョイント
(12,12)との間に挿入する伸縮ジョイントのシー
ル材において、上方が開いた断面コの字状のソリッドゴ
ム部分(31)の底に板バネ(32)を埋めたうえ、ソ
リッドゴム部分(31)よりも厚いスポンジゴム部分
(33)を詰め、そのスポンジゴム部分(33)の露出
面をソリッドゴム皮膜(34)で覆ってなり、接着剤
(40)を介して端面(11,11)に接着してなる伸
縮ジョイントのシール材。
1. A bridge (1) for connecting by opening a gap (20).
(0,10) on the upper surface of each end, the end surface (11,11)
Inserted between the end faces (11, 11) and the finger joints (12, 12) in order to prevent water leakage from the gap (25) of the eaves-shaped finger joints (12, 12) projecting to the other side. In the sealing material of the expansion joint, the leaf spring (32) is buried in the bottom of the solid rubber portion (31) having an open U-shaped cross section, and the sponge rubber portion (thicker than the solid rubber portion (31) ( 33), a sponge rubber portion (33) whose exposed surface is covered with a solid rubber film (34), and which is adhered to the end faces (11, 11) via an adhesive (40), which is a seal for an expansion joint. Material.
【請求項2】 板バネ(32)を上方が開いた断面コの
字状のソリッドゴム部分(31)の上方に略凸状に形成
したことを特徴とする請求項1記載の伸縮ジョイントの
シール材
2. A seal for an expansion joint according to claim 1, wherein the leaf spring (32) is formed in a substantially convex shape above a solid rubber portion (31) having an open U-shaped cross section. Material
JP23210394A 1994-08-31 1994-08-31 Expansion joint sealing material Expired - Fee Related JP3407090B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP23210394A JP3407090B2 (en) 1994-08-31 1994-08-31 Expansion joint sealing material

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP23210394A JP3407090B2 (en) 1994-08-31 1994-08-31 Expansion joint sealing material

Publications (2)

Publication Number Publication Date
JPH0874206A JPH0874206A (en) 1996-03-19
JP3407090B2 true JP3407090B2 (en) 2003-05-19

Family

ID=16934059

Family Applications (1)

Application Number Title Priority Date Filing Date
JP23210394A Expired - Fee Related JP3407090B2 (en) 1994-08-31 1994-08-31 Expansion joint sealing material

Country Status (1)

Country Link
JP (1) JP3407090B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110424259A (en) * 2019-08-05 2019-11-08 洛阳市交通工程质量监督站 A kind of Bridge Seismic expansion gap device that can be closed automatically

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100860086B1 (en) * 2008-02-28 2008-09-25 주식회사 인본이엔씨 Expansion joint and manufacturing method and construciting method
JP5766545B2 (en) * 2011-08-12 2015-08-19 ニッタ株式会社 Expansion joint for bridge
CN105839525B (en) * 2016-04-15 2017-10-27 马迪 One kind uses flexible bridge expanssion joint cladding system
CN105862582B (en) * 2016-04-15 2017-11-10 浦江雄达机械设备有限公司 A kind of denotable municipal bridge expanssion joint cladding system
CN109653097A (en) * 2018-12-25 2019-04-19 安徽正奇建设有限公司 The method for paving of bridge floor
CN113250077B (en) * 2021-06-22 2022-07-19 毛晖 Bridge expansion joint filling reinforcing member

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110424259A (en) * 2019-08-05 2019-11-08 洛阳市交通工程质量监督站 A kind of Bridge Seismic expansion gap device that can be closed automatically

Also Published As

Publication number Publication date
JPH0874206A (en) 1996-03-19

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