JPH07216825A - Movement limiting device for bridge girder movable end - Google Patents

Movement limiting device for bridge girder movable end

Info

Publication number
JPH07216825A
JPH07216825A JP2354394A JP2354394A JPH07216825A JP H07216825 A JPH07216825 A JP H07216825A JP 2354394 A JP2354394 A JP 2354394A JP 2354394 A JP2354394 A JP 2354394A JP H07216825 A JPH07216825 A JP H07216825A
Authority
JP
Japan
Prior art keywords
support member
stopper
girder
slip
bridge girder
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.)
Granted
Application number
JP2354394A
Other languages
Japanese (ja)
Other versions
JP2715045B2 (en
Inventor
Soichiro Shimizu
惣一郎 清水
Tomio Watanabe
富夫 渡辺
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.)
TOKYO FAB KOGYO KK
Tokyo Fabric Kogyo KK
Original Assignee
TOKYO FAB KOGYO KK
Tokyo Fabric Kogyo KK
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 TOKYO FAB KOGYO KK, Tokyo Fabric Kogyo KK filed Critical TOKYO FAB KOGYO KK
Priority to JP2354394A priority Critical patent/JP2715045B2/en
Publication of JPH07216825A publication Critical patent/JPH07216825A/en
Application granted granted Critical
Publication of JP2715045B2 publication Critical patent/JP2715045B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

PURPOSE:To prevent the generation of dislocation to a slip-off stopper even when the slip-off stopper receives the vibration of vehicles traveling on a bridge girder. CONSTITUTION:A laterally extended slip-off stopper 2 is integrally provided in line with the center upper part of a lower supporting member 1 through a supporting shaft 3. The supporting shaft 3 is fitted in the longitudinally movable state to an upper supporting member 4, and the upper supporting member 4 is provided with stopper supporting parts 5 positioned at the lower parts of both lateral ends of the slip-off stopper 2. In the state of a spacer 6 being interposed between the lower and upper supporting members 1, 4, the lower and upper supporting members 1, 4 are connected to each other by bolts 7, and the lower supporting member 1 is fixed to a lower structure 8. Longitudinally extended girder concrete 9 is then placed, and after the hardening of the girder concrete 9, the connection between the lower and upper supporting members 1, 4 by the bolts 7 is released.

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、橋桁の可動端を移動可
能に、かつ橋桁が橋脚や橋台などの下部構造物から上方
に離反しないように支承する装置に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a device for movably supporting a movable end of a bridge girder and supporting the bridge girder so as not to be separated upward from an understructure such as a pier or abutment.

【0002】[0002]

【従来の技術】従来、橋桁の可動端を移動可能に、かつ
橋桁が橋脚や橋台などの下部構造物から上方に離反しな
いように支承する装置としては、例えば特公昭63−4
6804号公報に示されているものが知られている。
2. Description of the Related Art Conventionally, as a device for supporting a movable end of a bridge girder so that the bridge girder does not move upward from a lower structure such as a bridge pier or abutment, for example, Japanese Patent Publication No. 63-4.
The one shown in Japanese Patent No. 6804 is known.

【0003】[0003]

【発明が解決しようとする課題】前記従来例の公報の図
11に示されたものは、サイドブロックをアンカーボル
トおよびこれに螺合されたナットにより固定されている
ので、橋桁の上部を走行する車両の振動により、前記ナ
ットが弛緩して、前記サイドブロックがソールプレート
から外れる恐れがある。
According to the conventional example shown in FIG. 11 of the publication, the side block is fixed by the anchor bolt and the nut screwed to the anchor block, so that the side block travels above the bridge girder. Due to the vibration of the vehicle, the nut may loosen and the side block may come off the sole plate.

【0004】[0004]

【課題を解決するための手段】前述の問題を有利に解決
するために、本発明の橋桁可動端の移動制限装置におい
ては、下部支持部材1の中央上部に、左右方向に延長す
る抜け止め用ストッパ2を、支軸3を介して一体に連設
し、上部支持部材4に、前記支軸3を前後方向に移動可
能に嵌設すると共に、抜け止め用ストッパ2の左右両端
の下部に位置するストッパ支承部5を設け、前記下部支
持部材1と上部支持部材4との間にスペーサ6を介在さ
せた状態で、下部支持部材1と上部支持部材4とをボル
ト7により連結し、前記下部支持部材1を下部構造物8
に固定し、前後方向に延長する桁用コンクリート9を打
設し、その桁用コンクリート9が硬化したのち、前記ボ
ルト7による下部支持部材1と上部支持部材4との結合
を開放する。
In order to advantageously solve the above-mentioned problems, in the movement limiter for the movable end of the bridge girder of the present invention, a retaining member extending in the left-right direction is provided at the upper center of the lower support member 1. The stoppers 2 are integrally connected to each other via a support shaft 3, the support shaft 3 is fitted to the upper support member 4 so as to be movable in the front-rear direction, and the stoppers 2 are located at the lower portions of both left and right ends of the stopper 2. Is provided with a stopper support portion 5, and a spacer 6 is interposed between the lower support member 1 and the upper support member 4, the lower support member 1 and the upper support member 4 are connected by a bolt 7, Support member 1 to lower structure 8
Then, the girder concrete 9 extending in the front-rear direction is cast, and after the girder concrete 9 is hardened, the connection between the lower support member 1 and the upper support member 4 by the bolt 7 is released.

【0005】[0005]

【実施例】次に本発明の実施例を図によって詳細に説明
する。まず図1ないし図5に示すように、橋脚または橋
台などの下部構造物8の上部に、垂直な複数の係止孔1
0が設けられ、前記下部構造物8の上部に配置された鋼
製下部支持部材1に、前記係止孔10と同数の雌ねじ孔
11が設けられ、下部アンカー部材12の上端の雄ねじ
部13が螺合され、前記下部アンカー部材12の上部と
下部支持部材1の下面とは溶接により固着されている。
Embodiments of the present invention will now be described in detail with reference to the drawings. First, as shown in FIGS. 1 to 5, a plurality of vertical locking holes 1 are provided on an upper portion of a lower structure 8 such as a pier or abutment.
0 is provided, the lower steel support member 1 arranged above the lower structure 8 is provided with the same number of female screw holes 11 as the locking holes 10, and the male screw portion 13 at the upper end of the lower anchor member 12 is provided. The upper part of the lower anchor member 12 and the lower surface of the lower support member 1 are fixed by welding.

【0006】前記下部支持部材1の中央部の上方に、左
右方向に延長する鋼製抜け止め用ストッパ2が配置さ
れ、その抜け止め用ストッパ2の下部に、上部小径軸部
14と下部大径軸部15とからなる鋼製支軸3が一体に
設けられ、その支軸3の下部は下部支持部材1の上部中
央部に一体に設けられている。
A steel retaining stopper 2 extending in the left-right direction is arranged above the central portion of the lower supporting member 1, and an upper small-diameter shaft portion 14 and a lower large-diameter portion 14 are disposed below the retaining stopper 2. A steel support shaft 3 including a shaft portion 15 is integrally provided, and a lower portion of the support shaft 3 is integrally provided at an upper central portion of the lower support member 1.

【0007】前記下部支持部材1の上部に配置された鋼
製上部支持部材4に、抜け止め用ストッパ2と下部大径
軸部15との間に位置する一対の水平な突条16を有す
る長孔17が設けられ、前記上部支持部材4の上面に、
前記長孔17の上部を閉塞する鋼製蓋板18が溶接によ
り固着され、前記上部支持部材4における長孔17が左
右方向に向くように配置された状態で、上部支持部材4
の長孔17が抜け止め用ストッパ2および支軸3に嵌合
され、次に上部支持部材4が90°だけ回動されて、図
1ないし図5に示すように、左右の一対のストッパ支承
部5が抜け止め用ストッパ2における左右の下部に配置
される。
A steel upper support member 4 disposed above the lower support member 1 is provided with a pair of horizontal ridges 16 located between the stopper 2 for retaining and the lower large-diameter shaft portion 15. A hole 17 is provided, and on the upper surface of the upper support member 4,
A steel cover plate 18 that closes the upper portion of the elongated hole 17 is fixed by welding, and the elongated hole 17 in the upper supporting member 4 is arranged so as to be oriented in the left-right direction.
17 are fitted into the stopper 2 and the support shaft 3 for preventing slipping off, and then the upper support member 4 is rotated by 90 °, and as shown in FIGS. The parts 5 are arranged on the lower left and right sides of the stopper 2 for preventing slipping off.

【0008】複数の上部アンカー部材19の下部に設け
られた雄ねじ部20は、上部支持部材4の上部に設けら
れた雌ねじ孔21に螺合され、各上部アンカー部材19
の下部と上部支持部材4の上面とは溶接により固着され
ている。前記下部支持部材1と上部支持部材4との間
に、複数の繊維混入硬質ゴムからなるパッキング6が介
在され、前記下部大径軸部15にゴム製緩衝筒22が嵌
設され、下部支持部材1の左右両側の側面に、鋼製アン
グル材からなる下部連結部材23がボルト24により固
定され、上部支持部材4の左右両側に、鋼製アングル材
からなる上部連結部材25が溶接により固着され、前記
上部連結部材25に袋ナット26が溶接により固着さ
れ、前記下部連結部材23に下方から挿通されたボルト
27は、前記袋ナット26に螺合され、前記袋ナット2
6とボルト27とにより、下部支持部材1と上部支持部
材4とを連結するボルト7が構成されている。
The male screw portions 20 provided on the lower portions of the plurality of upper anchor members 19 are screwed into the female screw holes 21 provided on the upper portion of the upper support member 4, and each upper anchor member 19 is formed.
The lower part of the and the upper surface of the upper support member 4 are fixed by welding. A packing 6 made of a plurality of fiber-mixed hard rubbers is interposed between the lower support member 1 and the upper support member 4, and a rubber shock absorber tube 22 is fitted on the lower large-diameter shaft portion 15 to form a lower support member. Lower connecting members 23 made of steel angle members are fixed to the left and right side surfaces of 1 by bolts 24, and upper connecting members 25 made of steel angle members are fixed to the left and right sides of the upper support member 4 by welding. A cap nut 26 is fixed to the upper connecting member 25 by welding, and a bolt 27 that is inserted into the lower connecting member 23 from below is screwed into the cap nut 26 to allow the cap nut 2 to move.
The bolt 6 connecting the lower support member 1 and the upper support member 4 is constituted by 6 and the bolt 27.

【0009】前記下部支持部材1の下面における前部の
左右方向の中央部および下部支持部材1の左右方向の中
央部と、下部構造物8の上面との間に、液圧式ジャッキ
28が介在され、各液圧式ジャッキ28により、下部支
持部材1のレベルが調整される。
A hydraulic jack 28 is provided between the center of the lower surface of the lower support member 1 in the left-right direction and the center of the lower support member 1 in the left-right direction, and the upper surface of the lower structure 8. The level of the lower support member 1 is adjusted by each hydraulic jack 28.

【0010】次に図6および図7に示すように、下部構
造物8に設けた係止孔10と下部アンカー部材12との
間に、モルタルまたはコンクリートからなる常温硬化性
材料29が充填され、その常温硬化性材料29が硬化し
たのち、各液圧式ジャッキ28が取外され、次いで図8
および図9に示すように、下部支持部材1の下面と下部
構造物8の上面との間に、常温硬化性材料30が打設さ
れる。
Next, as shown in FIGS. 6 and 7, a room temperature hardening material 29 made of mortar or concrete is filled between the locking hole 10 and the lower anchor member 12 provided in the lower structure 8. After the room temperature curable material 29 has hardened, the hydraulic jacks 28 are removed, and then FIG.
Further, as shown in FIG. 9, the room temperature curable material 30 is cast between the lower surface of the lower support member 1 and the upper surface of the lower structure 8.

【0011】前記常温硬化性材料30が硬化したのち、
桁用コンクリート9が打設され、その桁用コンクリート
9に上部支持部材4および上部連結部材25が埋込ま
れ、かつ下部連結部材23と上部連結部材25とを連結
しているボルト27が取外される。
After the room temperature curable material 30 is cured,
The girder concrete 9 is cast, the upper support member 4 and the upper connecting member 25 are embedded in the girder concrete 9, and the bolt 27 connecting the lower connecting member 23 and the upper connecting member 25 is removed. To be done.

【0012】[0012]

【発明の効果】本発明によれば、下部支持部材1の中央
上部に、左右方向に延長する抜け止め用ストッパ2を、
支軸3を介して一体に連設し、上部支持部材4に、前記
支軸3を前後方向に移動可能に嵌設すると共に、抜け止
め用ストッパ2の左右両端の下部に位置するストッパ支
承部5を設け、前記下部支持部材1と上部支持部材4と
の間にスペーサ6を介在させた状態で、下部支持部材1
と上部支持部材4とをボルト7により連結し、前記下部
支持部材1を下部構造物8に固定し、前後方向に延長す
る桁用コンクリート9を打設し、その桁用コンクリート
9が硬化したのち、前記ボルト7による下部支持部材1
と上部支持部材4との結合を開放するので、抜け止め用
ストッパ2が下部支持部材1に対し支軸3を介して一体
に設けられ、そのため抜け止め用ストッパ2が、橋桁の
上を走行する車両の振動を受けても、弛緩したり位置の
狂いが生じることはなく、さらに下部支持部材1が下部
構造物8に固定されると共に、長孔17が桁用コンクリ
ート9に固定されているので、抜け止め用ストッパ2の
左右両端部と、左右両側のストッパ支承部5との位置の
狂いを確実に防止することができる。
According to the present invention, the stopper 2 for preventing slipping out extending in the left-right direction is provided at the upper center of the lower support member 1.
A stopper support portion that is integrally connected via a support shaft 3, has the support shaft 3 fitted to the upper support member 4 so as to be movable in the front-rear direction, and is located below the left and right ends of the retaining stopper 2. 5 is provided, and the spacer 6 is interposed between the lower support member 1 and the upper support member 4, the lower support member 1
The upper support member 4 and the upper support member 4 are connected to each other by bolts 7, the lower support member 1 is fixed to the lower structure 8, and the girder concrete 9 extending in the front-rear direction is cast. , The lower support member 1 by the bolt 7
Since the connection between the upper support member 4 and the upper support member 4 is released, the stopper 2 for retaining is provided integrally with the lower support member 1 through the support shaft 3, so that the stopper 2 for retaining runs on the bridge girder. Even if it receives vibration of the vehicle, it does not relax or misalign, and since the lower support member 1 is fixed to the lower structure 8 and the long hole 17 is fixed to the girder concrete 9. It is possible to surely prevent the positional deviation between the left and right end portions of the stopper 2 for preventing slipping out and the stopper support portions 5 on both the left and right sides.

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

【図1】本発明の実施例に係る橋桁可動端の移動制限装
置を、下部支持部材および桁用コンクリートに固定して
いない状態を示す一部縦断正面図である。
FIG. 1 is a partially longitudinal front view showing a state where a movement restricting device for a movable end of a bridge girder according to an embodiment of the present invention is not fixed to a lower support member and concrete for a girder.

【図2】図1に示す部分の一部縦断側面図である。FIG. 2 is a partially longitudinal side view of the portion shown in FIG.

【図3】図1に示す部分の縦断正面図である。FIG. 3 is a vertical sectional front view of a portion shown in FIG.

【図4】図2に示す部分の縦断側面図である。FIG. 4 is a vertical sectional side view of a portion shown in FIG.

【図5】上部支持部材における長孔と抜け止め用ストッ
パとの関係を示す横断平面図である。
FIG. 5 is a cross-sectional plan view showing a relationship between a long hole and a stopper for retaining the upper support member.

【図6】下部構造物の係止孔と下部アンカー部材の間に
常温硬化性材料を充填した状態を示す一部縦断正面図で
ある。
FIG. 6 is a partially longitudinal front view showing a state in which a room temperature curable material is filled between a locking hole of a lower structure and a lower anchor member.

【図7】図6に示す部分の一部縦断側面図である。FIG. 7 is a partially longitudinal side view of the portion shown in FIG.

【図8】下部支持部材と下部構造物との間に常温硬化性
材料を打設し、かつ桁用コンクリートを打設した状態を
示す縦断正面図である。
FIG. 8 is a vertical cross-sectional front view showing a state in which a room temperature curable material is cast between a lower support member and a lower structure, and girder concrete is cast.

【図9】下部連結部材を取外した状態を示す縦断正面図
である。
FIG. 9 is a vertical sectional front view showing a state in which a lower connecting member is removed.

【符号の説明】[Explanation of symbols]

1 下部支持部材 2 抜け止め用ストッパ 3 支軸 4 上部支持部材 5 ストッパ支承部 6 スペーサ 7 ボルト 8 下部構造物 9 桁用コンクリート 10 係止孔 11 雌ねじ孔 12 下部アンカー部材 13 雄ねじ部 14 上部小径軸部 15 下部大径軸部 16 突条 17 長孔 18 蓋板 19 上部アンカー部材 20 雄ねじ部 21 雌ねじ孔 22 ゴム製緩衝筒 23 下部連結部材 24 ボルト 25 上部連結部材 26 袋ナット 27 ボルト 28 液圧式ジャッキ 29 常温硬化性材料 30 常温硬化性材料 1 Lower Support Member 2 Stopper Stopper 3 Spindle 4 Upper Support Member 5 Stopper Bearing 6 Spacer 7 Bolt 8 Lower Structure 9 Concrete for Girder 10 Locking Hole 11 Female Screw Hole 12 Lower Anchor Member 13 Male Screw Part 14 Upper Small Diameter Shaft Part 15 Lower large-diameter shaft part 16 Projection 17 Long hole 18 Lid plate 19 Upper anchor member 20 Male screw part 21 Female screw hole 22 Rubber buffer cylinder 23 Lower connecting member 24 Bolt 25 Upper connecting member 26 Cap nut 27 Bolt 28 Hydraulic jack 29 Room Temperature Curable Material 30 Room Temperature Curable Material

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 下部支持部材1の中央上部に、左右方向
に延長する抜け止め用ストッパ2を、支軸3を介して一
体に連設し、上部支持部材4に、前記支軸3を前後方向
に移動可能に嵌設すると共に、抜け止め用ストッパ2の
左右両端の下部に位置するストッパ支承部5を設け、前
記下部支持部材1と上部支持部材4との間にスペーサ6
を介在させた状態で、下部支持部材1と上部支持部材4
とをボルト7により連結し、前記下部支持部材1を下部
構造物8に固定し、前後方向に延長する桁用コンクリー
ト9を打設し、その桁用コンクリート9が硬化したの
ち、前記ボルト7による下部支持部材1と上部支持部材
4との結合を開放する橋桁可動端の移動制限装置。
1. A stopper 2, which extends in the left-right direction, is integrally connected to a central upper portion of a lower support member 1 through a support shaft 3, and the support shaft 3 is attached to the upper support member 4 in the front-rear direction. The stopper support portions 5 are provided so as to be movable in any direction and located at the lower left and right ends of the stopper 2 for retaining, and the spacer 6 is provided between the lower support member 1 and the upper support member 4.
With the interposition of the lower support member 1 and the upper support member 4
Are connected by bolts 7, the lower support member 1 is fixed to the lower structure 8, and concrete 9 for the girder extending in the front-rear direction is placed. After the concrete 9 for the girder is hardened, the bolt 7 is used. A movement limiting device for a movable end of a bridge girder that releases the connection between the lower support member 1 and the upper support member 4.
JP2354394A 1994-01-27 1994-01-27 Movement limiter for movable end of bridge girder Expired - Fee Related JP2715045B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2354394A JP2715045B2 (en) 1994-01-27 1994-01-27 Movement limiter for movable end of bridge girder

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2354394A JP2715045B2 (en) 1994-01-27 1994-01-27 Movement limiter for movable end of bridge girder

Publications (2)

Publication Number Publication Date
JPH07216825A true JPH07216825A (en) 1995-08-15
JP2715045B2 JP2715045B2 (en) 1998-02-16

Family

ID=12113391

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2354394A Expired - Fee Related JP2715045B2 (en) 1994-01-27 1994-01-27 Movement limiter for movable end of bridge girder

Country Status (1)

Country Link
JP (1) JP2715045B2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007132044A (en) * 2005-11-09 2007-05-31 Nitta Ind Corp Elastic support for structure
JP2008002062A (en) * 2006-06-20 2008-01-10 Kaimon:Kk Fixing structure for lower and upper shoes of support for bridge
KR100804125B1 (en) * 2007-02-28 2008-02-19 진성토건 주식회사 Connecting apparatus for precast concrete members, and fabricated bridge pier using the apparatus, and constructing method thereof

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007132044A (en) * 2005-11-09 2007-05-31 Nitta Ind Corp Elastic support for structure
JP4740720B2 (en) * 2005-11-09 2011-08-03 ニッタ株式会社 Elastic bearings for structures
JP2008002062A (en) * 2006-06-20 2008-01-10 Kaimon:Kk Fixing structure for lower and upper shoes of support for bridge
KR100804125B1 (en) * 2007-02-28 2008-02-19 진성토건 주식회사 Connecting apparatus for precast concrete members, and fabricated bridge pier using the apparatus, and constructing method thereof

Also Published As

Publication number Publication date
JP2715045B2 (en) 1998-02-16

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