JPS585682Y2 - expansion joint device - Google Patents

expansion joint device

Info

Publication number
JPS585682Y2
JPS585682Y2 JP1978092514U JP9251478U JPS585682Y2 JP S585682 Y2 JPS585682 Y2 JP S585682Y2 JP 1978092514 U JP1978092514 U JP 1978092514U JP 9251478 U JP9251478 U JP 9251478U JP S585682 Y2 JPS585682 Y2 JP S585682Y2
Authority
JP
Japan
Prior art keywords
expansion joint
anchor
metal fitting
plate
joint device
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
JP1978092514U
Other languages
Japanese (ja)
Other versions
JPS558791U (en
Inventor
高橋正弘
Original Assignee
シヨ−ボンド建設株式会社
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 シヨ−ボンド建設株式会社 filed Critical シヨ−ボンド建設株式会社
Priority to JP1978092514U priority Critical patent/JPS585682Y2/en
Publication of JPS558791U publication Critical patent/JPS558791U/ja
Application granted granted Critical
Publication of JPS585682Y2 publication Critical patent/JPS585682Y2/en
Expired legal-status Critical Current

Links

Landscapes

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

Description

【考案の詳細な説明】 本考案は橋梁、高架道路等の伸縮継手装置に関する。[Detailed explanation of the idea] The present invention relates to expansion joint devices for bridges, elevated roads, etc.

伸縮量50rran程度以下の小型伸縮継手において突
合せ式のゴムジヨイントが多用されているが、シールゴ
ムの部分に土砂がたまり車の走行の度に載荷の状態とな
りゴムが脱落することがしばしばある。
Butt-type rubber joints are often used in small expansion joints with an expansion/contraction amount of about 50 rran or less, but dirt often accumulates in the seal rubber part and the rubber often falls off as it becomes loaded every time the car runs.

また、特に寒冷地においてはタイヤチェーン、除雪車の
刃先等で伸縮継手が損傷したり、除雪薬剤散布のため金
具が腐蝕し、ゴムが脱落するという欠点を有していた。
In addition, especially in cold regions, expansion joints may be damaged by tire chains, snowplow blades, etc., metal fittings may corrode due to the spraying of snow removal chemicals, and rubber may fall off.

本考案は、舗装層に設ける伸縮継手、特に小型伸縮継手
において、ゴム取付金具を剛にし、かつ輪荷重を突起で
ある程度支持し、板状のアンカーバーを舗設した樹脂組
成物に支持させることにより上記欠点を補うようにする
ものである。
The present invention is an expansion joint installed in a pavement layer, especially a small expansion joint, by making the rubber mounting bracket rigid, supporting the wheel load to some extent with the protrusions, and supporting the plate-shaped anchor bar on the paved resin composition. This is intended to compensate for the above drawbacks.

さらに詳しくは、金具の構成を遊間部の端面に位置する
断面垂直部分、上方に輪荷重支持用突起、下方に平らな
板状の受片を有する形状とし、この金具の垂直部分に床
版幅員方向にほぼS字状に折曲した板状のアンカーバー
な間隔を設けて取り付け、このアンカーバーを週間をは
さんで対向する樹脂モルタルまたは樹脂コンクリート等
の樹脂組成物層にそれぞれ碇着し、対向する金具とし、
この金具間にシールゴムを接着した伸縮継手装置を提供
するものである。
More specifically, the configuration of the metal fittings is such that it has a vertical section in cross section located at the end face of the play area, a protrusion for supporting the wheel load on the upper side, and a flat plate-shaped receiving piece on the lower side. Attach plate-shaped anchor bars bent in a substantially S-shape in the direction at intervals, and anchor the anchor bars to opposing resin composition layers such as resin mortar or resin concrete with a space in between, As opposed metal fittings,
The present invention provides an expansion joint device in which seal rubber is bonded between the metal fittings.

つぎに本考案の実施例を図面に基づいて説明する。Next, embodiments of the present invention will be described based on the drawings.

1は金具、2はアンカーバーで、金具1は遊間部7の端
面に位置する垂直部分3、上方に輪荷重支持用突起4、
下方に受片5とからなり、アンカーバー2は板状にして
S字状に折曲してなり、アンカーバー2と金具1とはア
ンカーバー2が金具1の垂直部分3の遊間端面に接する
面に直角方向に固着されてなる。
1 is a metal fitting, 2 is an anchor bar, the metal fitting 1 has a vertical portion 3 located on the end face of the free space 7, a wheel load supporting projection 4 on the upper side,
The anchor bar 2 is made into a plate shape and bent into an S-shape, and the anchor bar 2 and the metal fitting 1 are connected to each other, with the anchor bar 2 touching the free end surface of the vertical portion 3 of the metal fitting 1. It is fixed perpendicularly to the surface.

かくしてなる金具1は対向する遊間7をはさんで対向す
る床版9の舗設した樹脂モルタルまたは樹脂コンクリー
トなどの樹脂組成物層8にアンカーバー2を碇着するこ
とにより固定されている。
The metal fitting 1 thus constructed is fixed by anchoring the anchor bar 2 to the resin composition layer 8, such as resin mortar or resin concrete, which is paved on the floor slab 9 which faces the opposing floor slab 9 with the opposing play space 7 in between.

対向する一対の金具間にはシールゴム6が装着されてい
る。
A seal rubber 6 is installed between a pair of opposing metal fittings.

しかして全体として一つの伸縮継手が形成される。Overall, an expansion joint is thus formed.

この伸縮継手についての標準的施工順序はおよそつぎの
とおりである。
The standard construction order for this expansion joint is approximately as follows.

まず工場に釦いて、金具1に所定のシールゴム6を接着
により装着する。
First, the button is brought to the factory, and a predetermined sealing rubber 6 is attached to the metal fitting 1 by adhesive.

必要により金具1の受片5にペンキ等を塗る。If necessary, apply paint or the like to the receiving piece 5 of the metal fitting 1.

3rrrIrL厚のベニアを遊間1の幅に予め切ってお
く。
A piece of veneer with a thickness of 3rrrIrL is cut in advance to the width of the gap 1.

現場に釦いては、鉄筋その他により金具1を所定の幅(
第4図D)にセットして釦く。
When the button is on-site, the metal fitting 1 is stretched to the specified width (
Set it to D) in Figure 4 and press the button.

対向する床版端方の舗装材をはつり後本体を週間に合せ
て仮にセットし、拡開型アンカー打ち込みの場所をマー
クしておく。
After cutting the paving material on the opposite end of the slab, set the main body temporarily according to the size and mark the location where the expansion type anchor will be driven.

本体を撤去しボルト孔をハンマードリルにて穿孔する。Remove the main body and drill the bolt holes with a hammer drill.

アンカーボルトを打ち込む。Drive in the anchor bolt.

第5図に示すようにベニヤ板11を両面テープを用いて
金具にはりその上にセツティングアングル12を結束線
で止める。
As shown in FIG. 5, a plywood board 11 is attached to a metal fitting using double-sided tape, and a setting angle 12 is fixed thereon with a binding wire.

本体をセットする。アンカー筋13とアンカーバー2を
溶接する。
Set the main unit. Anchor reinforcement 13 and anchor bar 2 are welded.

セツティングアングル12を外し、横断鉄筋14を溶接
により取り付ける。
The setting angle 12 is removed and the transverse reinforcing bar 14 is attached by welding.

ブライマーを塗布し、樹脂モルタルまたは樹脂コンクリ
ートの樹脂組成物8を打設する。
A brimer is applied, and a resin composition 8 of resin mortar or resin concrete is poured.

硬化後仮付溶接した鉄筋15を取りはずしサンダーで仕
上げる。
After hardening, the temporarily welded reinforcing bars 15 are removed and finished with a sander.

本考案は、上述のようにしてなるので、およそつぎの利
点を有する。
Since the present invention is constructed as described above, it has the following advantages.

すなわち、金具の形状に釦いて輪荷重支持用突起がある
ため、シールゴムを輪荷重から保護するとともに受片と
相俟ってシールゴムの脱落および浮上がりは生じにくい
That is, since the shape of the metal fitting has a protrusion for supporting the wheel load, the seal rubber is protected from the wheel load, and together with the receiving piece, the seal rubber is less likely to fall off or lift up.

また、タイヤチェーン、除雪車の刃先などによる損傷も
少ない。
There is also less damage caused by tire chains, snowplow blades, etc.

この金具を用いることによりシールゴムを機械的に固定
できるので、シールゴムの破損脱落に対して大きな効果
があり長く止水が可能である。
Since the seal rubber can be mechanically fixed by using this metal fitting, it is highly effective against damage and falling off of the seal rubber, and water can be stopped for a long time.

特に本考案では、樹脂組成物層にほぼS字状に折曲した
板状のアンカーバーを碇着するので、いいかえるとアン
カーバーの固定に高強度の樹脂モルタルや樹脂コンクリ
ートが使用できるので舗装層内に簡単に伸縮継手装置が
形成される。
In particular, in this invention, a plate-shaped anchor bar bent in an almost S-shape is anchored to the resin composition layer, so in other words, high-strength resin mortar or resin concrete can be used to fix the anchor bar, so the pavement layer An expansion joint device can be easily formed within.

また、アンカーバーがほぼS字状の板状体であるため樹
脂組成物層にあって強固に保持される。
Further, since the anchor bar is a plate-like body having a substantially S-shape, it is firmly held in the resin composition layer.

樹脂モルタルや樹脂コンクリートは高強度のため部材厚
を薄くできるほか、施工後数時間で所要強度が得られる
ため、特に補修用に適し、また強固な接着性を保つため
床版、舗装材との一体性が図れる。
Due to their high strength, resin mortar and resin concrete can be made thinner, and the required strength can be achieved within a few hours after construction, making them particularly suitable for repairs.They also maintain strong adhesion, making them ideal for use with floor slabs and paving materials. Achieves unity.

ここで、樹脂組成物とはエポキシ、不飽和ポリエステル
、ウレタン等熱硬化性樹脂をさす。
Here, the resin composition refers to thermosetting resins such as epoxy, unsaturated polyester, and urethane.

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

第1図は本考案の実施例を図式的に示した断面図、第2
図は第1図においてアンカーバーと金具A−A方向に見
た矢視図、第3図は第2図においてB−B方向に見た矢
視図、第4図、第5図、第6図は施工過程を示す実施例
図である。 図面に釦いて、1は金具、2はアンカーバー、3は垂直
部分、4は輪荷重支持用突起、5は受片、6はシールゴ
ム、Iは遊間、8は組成物である。
Fig. 1 is a sectional view schematically showing an embodiment of the present invention;
The figures are a view of the anchor bar and metal fittings seen in the A-A direction in Figure 1, Figure 3 is a view of the anchor bar and metal fittings seen in the B-B direction in Figure 2, Figures 4, 5, and 6. The figure is an example diagram showing the construction process. In the drawing, 1 is a metal fitting, 2 is an anchor bar, 3 is a vertical portion, 4 is a projection for supporting a wheel load, 5 is a receiving piece, 6 is a seal rubber, I is a gap, and 8 is a composition.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 遊間部の端面に位置する断面垂直部分、上方輪荷重支持
用突起、下方に平らな板状の受片を有する金具の垂直部
分床版幅員方向にほぼS字状に折曲した板状のアンカー
バーを間隔をもって取り付け、このアンカーバーを遊間
をはさんで対向する舗設した樹脂組成物に碇着し、対向
する金具間にシールゴムを接着させたことを特徴とする
伸縮継手装置。
A plate-shaped anchor bent in an approximately S-shape in the width direction of the floor plate, the vertical part of the metal fitting having a cross-sectional vertical part located at the end face of the play area, a protrusion for supporting the upper wheel load, and a flat plate-shaped receiving piece below. An expansion joint device characterized in that bars are attached at intervals, the anchor bars are anchored to paved resin compositions facing each other with gaps in between, and seal rubber is bonded between the opposing metal fittings.
JP1978092514U 1978-07-05 1978-07-05 expansion joint device Expired JPS585682Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1978092514U JPS585682Y2 (en) 1978-07-05 1978-07-05 expansion joint device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1978092514U JPS585682Y2 (en) 1978-07-05 1978-07-05 expansion joint device

Publications (2)

Publication Number Publication Date
JPS558791U JPS558791U (en) 1980-01-21
JPS585682Y2 true JPS585682Y2 (en) 1983-01-31

Family

ID=29022761

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1978092514U Expired JPS585682Y2 (en) 1978-07-05 1978-07-05 expansion joint device

Country Status (1)

Country Link
JP (1) JPS585682Y2 (en)

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS50131327A (en) * 1974-04-03 1975-10-17

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS50131327A (en) * 1974-04-03 1975-10-17

Also Published As

Publication number Publication date
JPS558791U (en) 1980-01-21

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