JPH0336563Y2 - - Google Patents

Info

Publication number
JPH0336563Y2
JPH0336563Y2 JP15188286U JP15188286U JPH0336563Y2 JP H0336563 Y2 JPH0336563 Y2 JP H0336563Y2 JP 15188286 U JP15188286 U JP 15188286U JP 15188286 U JP15188286 U JP 15188286U JP H0336563 Y2 JPH0336563 Y2 JP H0336563Y2
Authority
JP
Japan
Prior art keywords
gap
load
expansion joint
steel plate
bowl
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
JP15188286U
Other languages
Japanese (ja)
Other versions
JPS6361415U (en
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 filed Critical
Priority to JP15188286U priority Critical patent/JPH0336563Y2/ja
Publication of JPS6361415U publication Critical patent/JPS6361415U/ja
Application granted granted Critical
Publication of JPH0336563Y2 publication Critical patent/JPH0336563Y2/ja
Expired legal-status Critical Current

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

Description

【考案の詳細な説明】 〔考案の目的〕 (産業上の利用分野) 本考案は、河川、渓谷、高架道路等における橋
梁構造物の伸縮継手、特に荷重支持型のゴム製伸
縮継手の改良に関する。
[Detailed description of the invention] [Purpose of the invention] (Field of industrial application) The present invention relates to the improvement of expansion joints for bridge structures in rivers, valleys, elevated roads, etc., especially load-supporting rubber expansion joints. .

(従来の技術) 荷重支持型の伸縮継手は、フインガージヨイン
トによつて代表されるが、この継手の問題点は、
フインガーが相互に交錯しているが構造上は完全
に分離しているから、橋面荷重が継手を渡るに当
つて衝撃が発生しやすい。また分離していること
により止水上の問題点もある。
(Prior art) A load-supporting expansion joint is typified by a finger joint, but the problems with this joint are as follows.
Although the fingers intersect with each other, they are structurally completely separated, making it easy for shocks to occur when bridge loads cross the joints. Also, because they are separated, there is a problem in terms of water stopping.

そこで、近時、フインガーが分離していること
によつて生ずる欠点を除去したいくつかの提案、
特に第3図に示すようなゴム部材に鋼板を埋設し
た荷重支持型の伸縮継手が提案されている。(雑
誌名「橋梁と構造」論文名「伸縮装置」) (考案が解決しようとする問題点) しかしながら、かかる提案は上述の問題点を解
決するものの圧縮されたとき弓状に変形する。本
考案は、この問題点を解決するとともに走行して
くる車輌の高速道路における一方向性に着目し、
段階的輪荷重方式をとることにより、良好な走行
性の確保と良好な施工性確保を目的とする。
Therefore, recently, several proposals have been made to eliminate the drawbacks caused by the separation of fingers.
In particular, a load supporting type expansion joint in which a steel plate is embedded in a rubber member as shown in FIG. 3 has been proposed. (Journal name: "Bridges and Structures" Article title: "Expansion Device") (Problems that the invention attempts to solve) However, although this proposal solves the above-mentioned problems, it deforms into a bow shape when compressed. This invention solves this problem and focuses on the unidirectionality of vehicles traveling on expressways.
By adopting a staged wheel loading method, the aim is to ensure good running performance and good workability.

〔考案の構成〕[Structure of the idea]

(問題点を解決するための手段) 本考案は、伸縮継手の構成要件を遊間をはさん
で対向する床版端部に遊間をまたいで設置される
伸縮継手において、床版端面に沿う平面状の立ち
上り部(以下立ち上り部という)と、これに上方
へ連接したほぼ4分の1円筒状をし、上端が表層
にほぼ面一に位置する曲面部とからなる鋼板を遊
間をはさんで対応させて一対とした道路走行方向
に断面わん型の枠体(以下わん型枠体という)の
立ち上り部の裏込方向にアンカーを取り付け、曲
面内にゴム部材を充填するとともに車輌の進入側
上方と遊間をまたぐ部分の中程とのそれぞれ荷重
が伝達される位置に鋼板を埋設又は貼着してなる
ことを特徴とする荷重支持型伸縮継手とし、これ
によりすぐれた荷重支持型伸縮継手を提供するも
のである。
(Means for Solving the Problems) The present invention aims to improve the configuration of an expansion joint by providing a planar shape along the end face of the floor slab in an expansion joint that is installed across the gap at the ends of the floor slab facing each other with a gap in between. A steel plate consisting of a rising part (hereinafter referred to as the rising part) and a curved part that is connected upward and has an approximately quarter cylindrical shape and whose upper end is located almost flush with the surface layer is placed across the gap. Then, an anchor is attached to the backing direction of the rising part of the pair of frames with a bowl-shaped cross section (hereinafter referred to as the "dog-shaped frame") in the direction of road travel, and a rubber member is filled in the curved surface, and the upper part of the vehicle's approach side To provide a load-supporting expansion joint characterized by burying or pasting a steel plate at the middle of a part that straddles a gap and at a position where the load is transmitted, and thereby providing an excellent load-supporting expansion joint. It is something.

(作用) 本考案によれば走行してくる車輌の輪荷重は、
先づ、車輌の進入側の上方の鋼板で受け、つい
で、ゴム部材を通して、衝撃をやわらげて遊間を
またぐ鋼板に伝達される。さらにゴム部材を通し
て衝撃をやわらげた後、車輌の進出側に位置する
わん型枠体を通して床版に伝達する。施工にあた
つて裏込材に生じる気泡は、わん型枠体の曲面を
経て上方に逃げる。
(Function) According to the present invention, the wheel load of a moving vehicle is
First, the impact is received by the upper steel plate on the entry side of the vehicle, and then the impact is softened through a rubber member and transmitted to the steel plate that straddles the gap. Furthermore, after the impact is softened through the rubber member, it is transmitted to the floor slab through the bowl-shaped frame body located on the advancing side of the vehicle. Air bubbles generated in the backing material during construction escape upward through the curved surface of the bowl frame.

(実施例) つぎに本考案の実施例を図面に基いて説明す
る。
(Example) Next, an example of the present invention will be described based on the drawings.

第1図、第2図において、1,2は対となるそ
れぞれわん型枠体を形成する鋼板、3はゴム体、
4,5は鋼板、6はアンカーである。
In FIGS. 1 and 2, 1 and 2 are steel plates forming a pair of bowl-shaped frame bodies, 3 is a rubber body,
4 and 5 are steel plates, and 6 is an anchor.

鋼板1,2はそれぞれ断面下方において、遊間
Aをはさんで対向する床版B,Bの端面に沿う立
ち上り部1a,2aとこれに上方に連接するほぼ
4分の1円筒状をし、上端が、表層Cにほぼ面一
に位置する曲面部1b,2bとからなり、互いに
向いあつてわん型枠体9を形成している。なお、
表層C,Cは舗装層であつても後打コンクリート
層であつてもよい。
Each of the steel plates 1 and 2 has, in its lower section, a rising portion 1a, 2a that runs along the end surface of the floor slabs B, B facing each other with a free space A in between, and an approximately quarter cylindrical shape that is connected upwardly to the rising portion 1a, 2a, and has an upper end. The curved surface portions 1b and 2b are located substantially flush with the surface layer C, and face each other to form a bowl-shaped frame body 9. In addition,
The surface layers C and C may be a pavement layer or a post-cast concrete layer.

ゴム体3は弾性エラストマーからなり、わん型
枠体9の曲面部1b,2bによる曲面内に充填さ
れている。
The rubber body 3 is made of an elastic elastomer and is filled within the curved surface formed by the curved surface portions 1b and 2b of the bowl-shaped frame body 9.

鋼板4は、車輌の進入側にあつてゴム部材3の
上方にゴム部材3に面一にして埋設又は加硫接着
され、ゴム部材3の防護を兼ねている。
The steel plate 4 is located on the entry side of the vehicle and is embedded or vulcanized and bonded above the rubber member 3 so as to be flush with the rubber member 3, and also serves to protect the rubber member 3.

鋼板5はゴム部材3の遊間をまたぐ中程に荷重
支持型伸縮継手における荷重支持板として埋設さ
れている。この実施例で鋼板5は、上に凸のアー
チ状に形成されているので輪荷重に対してたわみ
にくく、フラツトな鋼板にくらべ板厚が薄くても
よいという利点を有するが、フラツトな鋼板を用
いてもよいことはもちろんである。
A steel plate 5 is buried in the middle of the rubber member 3 as a load support plate in a load support type expansion joint. In this embodiment, the steel plate 5 is formed in an upwardly convex arch shape, so it does not bend easily under wheel loads, and has the advantage that it can be thinner than a flat steel plate. Of course, it may be used.

アンカー6はこの実施例ではわん型枠体9の立
ち上り部1a,1bのそれぞれにスタツド溶接さ
れている取り付け部7に取り付けカラー8を用い
て取り付けられている。10は伸縮溝である。
In this embodiment, the anchor 6 is attached to attachment portions 7 which are stud-welded to each of the rising portions 1a and 1b of the bowl-shaped frame body 9 using attachment collars 8. 10 is a telescopic groove.

なお、車輌の進入側の鋼板4と遊間をまたぐ鋼
板5とは、車輌の輪荷重を順次伝達する必要から
第1図にみられるように断面においてオーバラツ
プさせるか、互いの間隔と高さはその比が高さの
方が大きくなるような位置関係であることが必要
である。
Note that the steel plate 4 on the approach side of the vehicle and the steel plate 5 that straddles the gap are either overlapped in cross section as shown in Figure 1, or their spacing and height are adjusted to suit the needs of sequentially transmitting the wheel load of the vehicle. It is necessary that the positional relationship be such that the ratio is greater in height.

このようにして全体として荷重支持型の伸縮継
手が形成されるが、かかる伸縮継手は遊間Aをは
さんで対向する床版端部B,Bに設置される。設
置は伸縮継手を予め先付けして後打ちコンクリー
ト打設で行う。
In this way, a load-supporting expansion joint is formed as a whole, and the expansion joint is installed at the opposite ends of the floor slab B, B with the gap A in between. Installation will be done by attaching expansion joints in advance and pouring concrete afterwards.

〔考案の効果〕[Effect of idea]

本考案は上述のようにしてなるのでつぎの効果
を有する。
Since the present invention is constructed as described above, it has the following effects.

まず、ゴム部材に車輌の進入側の上方と遊間を
またぐ中程の鋼板とが荷重が順次伝達される位置
関係で埋設又は貼着されてなるので、走行してき
た車輌の輪荷重は、はじめに伸縮継手の車輌の進
入側の上方の鋼板で受け、ついでゴム部材を通し
て衝撃をやわらげ遊間をまたぐ鋼板に伝達され
る。そしてさらに、ゴム部材を通して衝撃をやわ
らげた後、車輌の進出側床版端部に位置するわん
型枠体9の鋼板2を通して床版に伝達される。そ
のため、良好な車輌の走行性の確保ができる。
First, a steel plate located above the entrance side of the vehicle and in the middle across the gap is embedded or attached to the rubber member in a positional relationship that allows the load to be transmitted sequentially. The impact is received by the upper steel plate on the vehicle entry side of the joint, and then is transmitted through the rubber member to the steel plate that straddles the clearance. Further, after the impact is softened through the rubber member, it is transmitted to the floor slab through the steel plate 2 of the bowl-shaped frame 9 located at the end of the floor slab on the advancing side of the vehicle. Therefore, good running performance of the vehicle can be ensured.

また、全体としてわん型に形成したため、伸縮
継手を先付けして後打ちコンクリート打設が容易
で、かつ、後打ちコンクリート打設後に生じる気
泡は鋼板の曲面を伝わつて上方に排出されるので
コンクリート中の空気溜りもなくなり緻密なコン
クリート打設ができる。
In addition, since the overall shape is bowl-shaped, it is easy to attach expansion joints first and place concrete after pouring, and air bubbles that occur after pouring concrete are discharged upward along the curved surface of the steel plate, so they can be poured into the concrete. This eliminates air pockets and enables precise concrete placement.

さらに一般に使用されている剪断変形伸縮継手
は圧縮されると弓状に変形するが、この伸縮継手
ではアンカーを遊間のすぐそばから付けることが
できるので圧縮時に変形しにくい。
Furthermore, commonly used shear deformation expansion joints deform into a bow shape when compressed, but in this expansion joint, the anchor can be attached right next to the gap, so it is less likely to deform when compressed.

本考案はこのようにして全体としてすぐれた荷
重支持型伸縮継手とくに荷重伝達方式伸縮継手を
提供することができる。
In this manner, the present invention can provide an overall excellent load-bearing type expansion joint, particularly a load-transmitting type expansion joint.

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

第1図は本考案の実施例を示す第2図のA−A
断面図、第2図は平面図、第3図は従来例を示す
断面図である。 図において、1,2は対となるわん型枠体9を
形成する鋼板、1a,2aは立ち上り部、1b,
2bは曲面部、3はゴム体、4,5は鋼板、6は
アンカーである。
Figure 1 is A-A in Figure 2 showing an embodiment of the present invention.
2 is a plan view, and FIG. 3 is a sectional view showing a conventional example. In the figure, 1 and 2 are steel plates forming a pair of bowl-shaped frame bodies 9, 1a and 2a are rising parts, 1b,
2b is a curved surface portion, 3 is a rubber body, 4 and 5 are steel plates, and 6 is an anchor.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 遊間をはさんで対向する床版端部に遊間をまた
いで設置される伸縮継手において、床版端面に沿
う平面状の立ち上り部と、これに上方へ連接した
ほぼ4分の1円筒状をし、上端が表層にほぼ面一
に位置する曲面部とからなる鋼板を、遊間をはさ
んで対向させて一対とした道路走行方向に断面わ
ん型の枠体の立ち上り部の裏込方向にアンカーを
取り付け、曲面内にゴム材を充填するとともに該
ゴム材の車輌の進入側上方と遊間をまたぐ中程と
のそれぞれ荷重が伝達される位置に鋼板を埋設又
は貼着してなることを特徴とする荷重支持型伸縮
継手。
In an expansion joint that is installed across the gap at the ends of the floor slab facing each other across the gap, it has a planar rising part along the edge of the floor plate and an approximately quarter cylindrical part connected upward to the planar rising part. A steel plate consisting of a curved part whose upper end is located almost flush with the surface layer is made into a pair with a gap in between, and an anchor is attached in the backing direction of the rising part of the frame body with a bowl-shaped cross section in the road running direction. Attachment is characterized by filling the curved surface with a rubber material, and burying or pasting steel plates at the positions where the load is transmitted, at the upper part of the rubber material on the entry side of the vehicle and in the middle of the gap. Load-bearing expansion joint.
JP15188286U 1986-10-02 1986-10-02 Expired JPH0336563Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP15188286U JPH0336563Y2 (en) 1986-10-02 1986-10-02

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP15188286U JPH0336563Y2 (en) 1986-10-02 1986-10-02

Publications (2)

Publication Number Publication Date
JPS6361415U JPS6361415U (en) 1988-04-23
JPH0336563Y2 true JPH0336563Y2 (en) 1991-08-02

Family

ID=31069353

Family Applications (1)

Application Number Title Priority Date Filing Date
JP15188286U Expired JPH0336563Y2 (en) 1986-10-02 1986-10-02

Country Status (1)

Country Link
JP (1) JPH0336563Y2 (en)

Also Published As

Publication number Publication date
JPS6361415U (en) 1988-04-23

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