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JPH0351841B2 - - Google Patents
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JPH0351841B2 - - Google Patents

Info

Publication number
JPH0351841B2
JPH0351841B2 JP25562985A JP25562985A JPH0351841B2 JP H0351841 B2 JPH0351841 B2 JP H0351841B2 JP 25562985 A JP25562985 A JP 25562985A JP 25562985 A JP25562985 A JP 25562985A JP H0351841 B2 JPH0351841 B2 JP H0351841B2
Authority
JP
Japan
Prior art keywords
seal rubber
cavity
air
state
contracted state
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
Application number
JP25562985A
Other languages
Japanese (ja)
Other versions
JPS62117901A (en
Inventor
Katsuji Yamaga
Susumu Hoshino
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.)
Sho Bond Corp
Original Assignee
Sho Bond Corp
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 Sho Bond Corp filed Critical Sho Bond Corp
Priority to JP25562985A priority Critical patent/JPS62117901A/en
Publication of JPS62117901A publication Critical patent/JPS62117901A/en
Publication of JPH0351841B2 publication Critical patent/JPH0351841B2/ja
Granted legal-status Critical Current

Links

Landscapes

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

Description

【発明の詳細な説明】 〔発明の目的〕 (産業上の利用分野) 本発明は道路橋など対向する床版端部間の遊間
に施工するくし型伸縮継手の非排水型シール装置
に関する。
DETAILED DESCRIPTION OF THE INVENTION [Object of the Invention] (Industrial Field of Application) The present invention relates to a non-drainage type sealing device for a comb-shaped expansion joint installed in a gap between opposing ends of a deck slab, such as a road bridge.

(従来技術) 従来対向する床版端部に設けられるくし型伸縮
継手装置の止水装置としては、一方のフエースプ
レートの下面のあるウエブプレートに水受けプレ
ートを設け、他方のフエースプレートの下面にあ
るウエブプレートに排水樋を設けるという構造の
ものが普通に用いられていた。しかしながら、こ
の構造の止水装置は小型のものしか設置できず、
すぐ埋つてしまいピアーの天端に路面水が流出、
沓座を荒し、沓をさびさせたり、流れた水が凍結
して沓座を破損させる等の欠点があつた。
(Prior art) Conventionally, as a water stop device for a comb-type expansion joint device installed at the ends of opposing deck slabs, a water receiving plate is provided on the web plate with the lower surface of one face plate, and a water receiving plate is provided on the lower surface of the other face plate. A structure in which a drainage gutter was installed on a certain web plate was commonly used. However, this type of water stop device can only be installed in a small size.
It quickly filled up, causing road water to flow into the top of the pier.
There were disadvantages such as roughening the shoe seat, rusting the shoe, and damaging the shoe seat due to the freezing of running water.

そこで、第5図に示すように対向する床版端部
に設けられるくし型伸縮継手装置において、フエ
ースプレートa,aの下面遊間ウエブプレート
b,b間に架け渡されたステンレス又は鋼板製の
受けプレートcとフエースプレートa,aとの間
にシール材dとフオームラバー等のバツクアツプ
材eを二層にして詰めたものが施工されている
(実開昭56−87503号公報)。
Therefore, as shown in Fig. 5, in the comb-type expansion joint device installed at the opposite ends of the deck slab, a stainless steel or steel plate receiver is used that spans between the lower surface free web plates b, b of the face plates a, a. Two layers of a sealing material d and a backing material e such as foam rubber are installed between the plate c and the face plates a and a (Japanese Utility Model Publication No. 56-87503).

(発明が解決しようとする問題点) しかしながら、これらの提案等を含め、既存の
フインガージヨイントを非排水化する場合上から
弾性シール材を充填するため既設のものにあつて
は長時間の交通規制が必要であり車輛の通行に支
障をきたし、また、弾性シール材が劣化した場合
取り除きが困難である。
(Problems to be solved by the invention) However, when making existing finger joints non-drainage, including these proposals, it takes a long time to fill the existing finger joints with elastic sealing material from above. Traffic regulations are required, which impedes the passage of vehicles, and if the elastic sealing material deteriorates, it is difficult to remove.

本発明は、このような問題点を解決しようとす
るものであり、かつ、施工容易な橋梁伸縮継手の
非排水型シール装置を提供しようとするものであ
る。
The present invention aims to solve these problems and to provide a non-drainage type sealing device for a bridge expansion joint that is easy to construct.

〔発明の構成〕[Structure of the invention]

(問題点を解決するための手段) 上記の問題点は発明の構成要件を対向する床版
端部に設けられるくし型伸縮継手において、対向
するフエースプレート下方の遊間に、道路幅員方
向に長さを有し、長さ方向に直角の断面の上面及
び下面がそれぞれ凹凸を繰り返す蛇腹形状を有す
るとともに内部に空洞を有し、任意の個所に空気
抜き孔を設けてなるシールゴムを予め空気抜き孔
より空気を抜き取り、収縮状態とし、収縮状態か
ら元へ戻ろうとする膨脹力を利用して装着するこ
とを特徴とする橋梁伸縮継手の非排水型シール装
置とすることにより解決される。
(Means for Solving the Problem) The above problem is solved by solving the above-mentioned problem. The upper and lower surfaces of the cross-section perpendicular to the length direction have a bellows shape with repeating unevenness, and have a cavity inside, with air vent holes provided at arbitrary locations.The seal rubber is made of a seal rubber that has air vent holes provided at arbitrary locations. This problem is solved by providing a non-drainage type sealing device for a bridge expansion joint, which is characterized in that it is removed, brought into a contracted state, and installed using the expansion force that returns from the contracted state.

(実施例) つぎに本発明の実施例を図面に基いて説明す
る。第1図及び第2図は発明に使用されるシール
ゴム1の膨張時及び収縮時を示し、第3図は第1
図の平面図を示す。
(Example) Next, an example of the present invention will be described based on the drawings. Figures 1 and 2 show the seal rubber 1 used in the invention when it expands and contracts, and Figure 3 shows the seal rubber 1 used in the invention.
A top view of the figure is shown.

シールゴム1は道路幅員方向に長さを有し、長
さ方向に直角の断面において、上面及び下面に凸
部2、凹部3を繰り返す蛇腹状に形成され、内部
に空洞4が壁5に隔てられて形成されている。な
お空洞5の端部は閉塞されている。6は壁5に設
けられた空洞4を連通する流通孔である。7は下
面凸部2に空洞4と外部とを連通する空気流通孔
で、ここに空気注入吸入具8が接続されている。
この空気注入吸入具8は、空洞4と外部とを連通
したり閉塞したりできるように形成され、ここで
は空洞4と外部とを連通したり閉塞したりするた
めのキヤツプ9が付設されている。
The seal rubber 1 has a length in the road width direction, and in a cross section perpendicular to the length direction, is formed in a bellows shape with repeated protrusions 2 and recesses 3 on the upper and lower surfaces, and has a cavity 4 inside separated by a wall 5. It is formed by Note that the end of the cavity 5 is closed. Reference numeral 6 denotes a communication hole that communicates with the cavity 4 provided in the wall 5. Reference numeral 7 denotes an air circulation hole in the lower convex portion 2 that communicates the cavity 4 with the outside, and an air injection suction device 8 is connected to this hole.
This air injection inhaler 8 is formed to be able to communicate or close the cavity 4 with the outside, and is provided with a cap 9 for communicating or closing the cavity 4 with the outside. .

10は両側に切り欠いた切り欠き部で、この切
り欠き部にペースト状で流動性のある接着材11
を内包している。12は両側において全体的に形
成されたくさび型部である。
10 is a notch cut out on both sides, and a paste-like and fluid adhesive 11 is applied to this notch.
It contains. 12 is a wedge-shaped portion formed entirely on both sides.

このようにして形成されたシールゴム1は第4
図に示すように対向する床版端部16,16間の
遊間13に装着される。
The seal rubber 1 thus formed is the fourth
As shown in the figure, it is installed in the gap 13 between the opposing floor slab ends 16, 16.

具体的には現場設置前にシールゴム1の空気注
入吸入具8に真空ポンプを接続し、真空ポンプの
作動により空洞4内の空気を吸入し、内部を真空
状態とし、シールゴム1を第1図の状態から第2
図の収縮状態にし、キヤツプを締める。そして、
このシールゴム1を収縮状態で遊間13のフエー
スプレート14下の所定個所に位置させ、そのの
ち、キヤツプをゆるめ、収縮状態から元に戻ろう
とするシールゴムの膨脹力を利用して、左右両側
をウエブプレート15,15に密着させて装着す
る。ここで、空洞を真空状態にする前のシールゴ
ムの幅方向は上記作用からして遊間幅より大きい
ことは当然である。
Specifically, before on-site installation, a vacuum pump is connected to the air injection suction device 8 of the seal rubber 1, and the air inside the cavity 4 is sucked by the operation of the vacuum pump to create a vacuum state inside the seal rubber 1. 2nd from state
Bring to the deflated state shown in the figure and tighten the cap. and,
This seal rubber 1 is placed in a contracted state at a predetermined location under the face plate 14 of the clearance gap 13, and then the cap is loosened, and by using the expansion force of the seal rubber that tries to return to its original state from the contracted state, the left and right sides are attached to the web plate. 15, 15, and attach it closely. Here, it is natural that the width direction of the sealing rubber before the cavity is evacuated is larger than the gap width in view of the above-mentioned effect.

しかして、この実施例ではシールゴム1のくさ
び型部12,12がウエブプレート15,15に
ずれることなく密着し、さらに、切り欠き部10
に含有した接着材11がシールゴム1の膨脹によ
り押し出されて遊間に確実に装着される。
Therefore, in this embodiment, the wedge-shaped parts 12, 12 of the seal rubber 1 are in close contact with the web plates 15, 15 without shifting, and further, the notch part 10
The adhesive 11 contained in the seal rubber 1 is pushed out by the expansion of the seal rubber 1 and is securely attached to the gap.

なお、このくさび型部及び切り欠き部10と接
着材11の働きがなくてもシールゴム1はその元
へ戻ろうとする膨脹力により遊間に有効に装着さ
れる。
Incidentally, even without the action of the wedge-shaped portion, the cutout portion 10, and the adhesive 11, the seal rubber 1 is effectively installed in the gap due to the expansion force that tends to return to its original position.

このようにして全体として橋梁伸縮継手の非排
水型シール装置が形成される。
Overall, a undrained sealing device for a bridge expansion joint is formed in this way.

〔発明の効果〕〔Effect of the invention〕

本発明は上述のようにして構成されるのでつぎ
の効果を有する。
Since the present invention is configured as described above, it has the following effects.

シールゴムの上下を蛇腹状とし、内部を空洞
としたため、空洞の空気を吸引し、真空状態と
するとシールゴムの幅方向が収縮された状態と
なるから遊間内に容易にシールゴムを位置させ
ることができる。そして、シールゴムの復元力
による膨脹力を利用して対向する床版端面又は
ウエブプレートにシールゴムの両側を密着させ
ることができる。したがつて、シールゴムの装
着がきわめて容易である。
Since the upper and lower sides of the seal rubber are bellows-shaped and the inside is hollow, when the air in the hollow is sucked and a vacuum state is created, the seal rubber becomes contracted in the width direction, so that the seal rubber can be easily positioned in the play space. Then, by utilizing the expansion force due to the restoring force of the seal rubber, both sides of the seal rubber can be brought into close contact with the opposing end faces of the floor slab or the web plate. Therefore, it is extremely easy to attach the seal rubber.

しかも、この装置の施工は既設のくし型伸縮
継手において、地覆部の横から施工することが
できるため、交通規制をする必要がない。
Moreover, since this device can be installed from the side of the ground cover in an existing comb-shaped expansion joint, there is no need to restrict traffic.

そのうえシールゴムが劣化したような場合で
もシールゴムの装着状態が復元力を利用した膨
脹力を利用しただけの場合には空洞部の空気を
吸引することにより幅方向を収縮させることに
より取り除くことができ交換が容易である。
Furthermore, even if the seal rubber has deteriorated, if the seal rubber is installed only by using the expansion force using the restoring force, it can be removed by contracting the width in the width direction by sucking the air in the cavity and replacing it. is easy.

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

第1図はシールゴムの長手方向に直角の断面
図、第2図は第1図においてシールゴムの空洞部
の空気が吸引されて収縮した状態での断面図、第
3図は第1図の平面図、第4図はシールゴムが対
向する床版端部間遊間に装着された状態を示す断
面図、第5図は従来例図である。 図面において、1はシールゴム、2は凸部、3
は凹部、4は空洞、7は空気流通孔、16は床版
端部、13は遊間である。
Figure 1 is a cross-sectional view perpendicular to the longitudinal direction of the seal rubber, Figure 2 is a cross-sectional view of the seal rubber in a state in which the air in the cavity in Figure 1 is sucked and contracted, and Figure 3 is a plan view of Figure 1. , FIG. 4 is a sectional view showing a state in which the sealing rubber is installed between the gaps between opposing ends of the floor slab, and FIG. 5 is a view of a conventional example. In the drawing, 1 is a seal rubber, 2 is a convex part, and 3 is a seal rubber.
4 is a recess, 4 is a cavity, 7 is an air circulation hole, 16 is an edge of the floor slab, and 13 is a gap.

Claims (1)

【特許請求の範囲】[Claims] 1 対向する床版端部に設けられるくし型伸縮継
手において、対向するフエースプレート下方の遊
間に、道路幅員方向に長さを有し、長さ方向に直
角の断面の上面及び下面がそれぞれ凹凸を繰り返
す蛇腹形状を有するとともに内部に空洞を有し、
任意の個所に空気抜き孔を設けてなるシールゴム
を予め空気抜き孔より空気を抜き取り、収縮状態
とし、収縮状態から元へ戻ろうとする膨脹力を利
用して装着することを特徴とする橋梁伸縮継手の
非排水型シール装置。
1. In the comb-shaped expansion joints provided at the ends of the opposing deck slabs, the upper and lower surfaces of the cross-sections having a length in the road width direction and perpendicular to the length direction have unevenness in the gap below the opposing face plates. It has a repeating bellows shape and has a cavity inside.
A bridge expansion joint characterized in that a seal rubber having an air vent hole provided at an arbitrary location is installed by removing air from the air vent hole in advance, bringing it into a contracted state, and using the expansion force to return to the original state from the contracted state. Drain type sealing device.
JP25562985A 1985-11-14 1985-11-14 Non-drain type seal apparatus of bridge flexible joint Granted JPS62117901A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP25562985A JPS62117901A (en) 1985-11-14 1985-11-14 Non-drain type seal apparatus of bridge flexible joint

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP25562985A JPS62117901A (en) 1985-11-14 1985-11-14 Non-drain type seal apparatus of bridge flexible joint

Publications (2)

Publication Number Publication Date
JPS62117901A JPS62117901A (en) 1987-05-29
JPH0351841B2 true JPH0351841B2 (en) 1991-08-08

Family

ID=17281403

Family Applications (1)

Application Number Title Priority Date Filing Date
JP25562985A Granted JPS62117901A (en) 1985-11-14 1985-11-14 Non-drain type seal apparatus of bridge flexible joint

Country Status (1)

Country Link
JP (1) JPS62117901A (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007023693A (en) * 2005-07-20 2007-02-01 ▲蔦▼井株式会社 Reinforcement method for underwater concrete pole
JP2008069596A (en) * 2006-09-15 2008-03-27 Kyoryo Maintenance:Kk Method of repairing leakage at expansion device of bridge
KR101241448B1 (en) 2011-10-28 2013-03-11 (주)아리산업 A packer for repair

Also Published As

Publication number Publication date
JPS62117901A (en) 1987-05-29

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