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JPH0261565B2 - - Google Patents
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JPH0261565B2 - - Google Patents

Info

Publication number
JPH0261565B2
JPH0261565B2 JP12057383A JP12057383A JPH0261565B2 JP H0261565 B2 JPH0261565 B2 JP H0261565B2 JP 12057383 A JP12057383 A JP 12057383A JP 12057383 A JP12057383 A JP 12057383A JP H0261565 B2 JPH0261565 B2 JP H0261565B2
Authority
JP
Japan
Prior art keywords
groove
girder
adhesive
intersection
corner
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
JP12057383A
Other languages
Japanese (ja)
Other versions
JPS6013101A (en
Inventor
Mikitomo Ikeda
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.)
DAIKI KOGYO KK
Original Assignee
DAIKI 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 DAIKI KOGYO KK filed Critical DAIKI KOGYO KK
Priority to JP12057383A priority Critical patent/JPS6013101A/en
Publication of JPS6013101A publication Critical patent/JPS6013101A/en
Publication of JPH0261565B2 publication Critical patent/JPH0261565B2/ja
Granted legal-status Critical Current

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  • Railway Tracks (AREA)

Description

【発明の詳細な説明】 本発明は跨座式モノレール用鋼軌道桁におい
て、同桁の上面と側面との交差角部に沿つて凹溝
を形成し、同凹溝の内面に接着剤を塗布し、その
後同凹溝内に上面と側面との交差角部に同両面の
交差線方向に配管を支持した非磁性構造体を挿入
し、同構造体を上記凹溝の内部に上記接着剤の支
持力によつて保持し、同構造体の上記上面と側面
とを上記軌道桁の上面と側面とに揃えた状態にお
いて同接着剤を硬化させることを特徴とする自動
列車制御装置用配管施工法に関するものである。
Detailed Description of the Invention The present invention provides a steel track girder for a straddle type monorail, in which a groove is formed along the intersection corner of the top surface and side surface of the girder, and an adhesive is applied to the inner surface of the groove. Then, a non-magnetic structure supporting piping in the direction of the intersection of both surfaces is inserted into the groove at the corner where the top surface and the side surface intersect, and the structure is placed inside the groove with the adhesive. A piping construction method for an automatic train control device characterized by curing the adhesive while holding the structure by supporting force and aligning the top and side surfaces of the structure with the top and side surfaces of the track girder. It is related to.

跨座式モノレールの鋼軌道桁に自動列車制御装
置(ATC)用配管を固定する場合は桁上部コー
ナーに設けられた凹溝にATC用硬質塩化ビニー
ル製配管を配置して管体保持部材を鋼製の桁に溶
接し凹溝の残余の空間に樹脂モルタルを打設して
いたがこの工法には次のような欠点があつた。
When fixing automatic train control system (ATC) piping to the steel track girder of a straddle-type monorail, place the hard vinyl chloride piping for ATC in the groove provided in the upper corner of the girder, and fix the pipe body holding member to the steel girder. This method was welded to a wooden girder and poured resin mortar into the remaining space of the groove, but this method had the following drawbacks.

即ちコーナー部に管体を配置する結果樹脂モル
タルの打設時に仕上げ精度を上げる為型枠の使用
が余儀なくされていた。又型枠使用の為モルタル
の充填の度合いも確認出来ず成品のバラツキを生
じモノレールの重量や熱膨張率の差に起因する軌
道の撓みに追随出来ない結果モルタルに亀裂が生
じたり軌道と桁の間に間隙が生じたりしていた。
又一度打設を行うと桁と完全に接着固定している
為破損等の事故及び補修の際〓り出し取替えると
いう欠点があつた。
That is, as a result of arranging the tubes at the corners, it has been necessary to use formwork to improve finishing accuracy when pouring resin mortar. In addition, because formwork is used, it is not possible to check the degree of mortar filling, resulting in variations in the finished product.The inability to follow the deflection of the track caused by differences in the weight and thermal expansion coefficient of the monorail results in cracks in the mortar and damage to the track and girder. There were gaps between them.
Furthermore, once poured, it is completely adhesively fixed to the girder, which has the disadvantage of having to be removed and replaced in the event of damage or other accidents or repairs.

本発明はこれらの問題を解決し自動列車制御装
置用管体を含む構造体を工場にて製作し、現場で
挿入することで鋼軌道桁の伸縮や撓みにも追随で
きるようにすることを目的としたものである。
The purpose of the present invention is to solve these problems by manufacturing a structure including a pipe body for an automatic train control device in a factory and inserting it on site so that it can follow the expansion, contraction, and deflection of steel track girders. That is.

この技術課題を解決する為に本発明では鋼軌道
桁コーナー部にある凹溝内のスタツドジベルを撤
去し自動列車制御装置用管体を含む構造体の挿入
を安易にし桁を構造体の接着によつて構造体の剥
離を防止したものである。又構造体そのものも工
場による品質管理により生産されたもので品質の
バラツキが少なく仕上がり精度が高くコストも安
くなるという利点がある。
In order to solve this technical problem, the present invention removes the stud dowels in the grooves at the corners of the steel track girders, making it easier to insert the structure including the pipe for automatic train control equipment, and attaching the girder to the structure. This prevents the structure from peeling off. Furthermore, the structure itself is produced under quality control in a factory, which has the advantage of less variation in quality, higher finishing accuracy, and lower cost.

本発明を図面に示す実施例について説明する
と、跨座式モノレール用鋼軌道桁1の上面2と両
側面3,3との交差角部に両面2,3の交差線に
沿つて第1図実線で示すように凹溝4を形成する
ものである。一方、工場では樹脂モルタル等によ
る非磁性構造体5を製造する。この構造体5はそ
の上面6と一側面7との交差角部に同両面6,7
の交差線方向に上記ATC用の硬質塩化ビニール
製配管8を埋設するものである。この構造体5の
内部には第2図に示す補強筋9を埋設しても良い
し、スタツドジベル10用凹部11を形成して置
くこともできるし、同構造体5の材質はモノレー
ルの走路としての強度の出るものであれば良い。
本発明では上記凹溝4内において上記桁1に対す
る防錆処理を行い、かつ構造体5との接着性の良
好なプライマー処理を施し、さらに凹溝4の内面
に沿つて同桁1と構造体5との間隙を埋めるため
のパテ状接着剤12を塗布する(第1図参照)。
この状態において上記構造体5を同凹溝4の内部
に挿入し、同構造体5をパテ状接着剤12の支持
力によつて同凹溝4内に保持する。そして形の
取付補助具13等を用い、かつ構造体5を押し込
みその上面6および側面7を上記軌道桁1の上面
2と側面3に揃えるものである。その際上記接着
剤12は塑性変形して揃えられた状態が保持さ
れ、経時変化によりその状態のまま同接着剤12
が硬化し構造体5は上記軌道桁1に固定される。
上記の揃えた状態とは必ずしも上面2,6および
側面3,7がそれぞれ同一平面にあることを意味
するものでなく整然と配置された状態でも差支え
ない。この固定状態において弾性シーリング14
を施し作業を終了する。
To explain the embodiment of the present invention shown in the drawings, a solid line in FIG. A groove 4 is formed as shown in FIG. On the other hand, in a factory, a non-magnetic structure 5 is manufactured using resin mortar or the like. This structure 5 has both surfaces 6 and 7 at the intersection corner between its top surface 6 and one side surface 7.
The hard vinyl chloride pipe 8 for the ATC is buried in the direction of the intersecting line. Inside this structure 5, reinforcing bars 9 shown in FIG. 2 may be buried, or a recess 11 for the stud dowel 10 may be formed. It is fine as long as it has the strength.
In the present invention, the girder 1 is subjected to anti-corrosion treatment in the groove 4, and is treated with a primer that has good adhesion to the structure 5, and furthermore, the girder 1 and the structure are treated along the inner surface of the groove 4. A putty-like adhesive 12 is applied to fill the gap with 5 (see FIG. 1).
In this state, the structure 5 is inserted into the groove 4 and held in the groove 4 by the supporting force of the putty adhesive 12. Then, using a shaped installation aid 13 or the like, the structure 5 is pushed in and its top surface 6 and side surface 7 are aligned with the top surface 2 and side surface 3 of the track girder 1. At this time, the adhesive 12 is plastically deformed and maintained in an aligned state, and due to changes over time, the adhesive 12 remains in that state.
is cured, and the structure 5 is fixed to the track girder 1.
The above-mentioned aligned state does not necessarily mean that the upper surfaces 2, 6 and the side surfaces 3, 7 are on the same plane, but may be arranged in an orderly manner. In this fixed state, the elastic sealing 14
and finish the work.

本発明は上述の施工法によつたので跨座式モノ
レールの鋼軌道桁1の上面2と両側面3,3との
交差角部に自動列車制御装置用配管8を迅速確実
に施工し得ると共に量産に適し、施工能率を向上
し得るばかりでなく上述の欠陥を解消しかつ上述
の利点を発揮することができる。
Since the present invention is based on the above-mentioned construction method, it is possible to quickly and reliably construct the piping 8 for the automatic train control device at the intersection corner of the upper surface 2 and both side surfaces 3, 3 of the steel track girder 1 of the straddle type monorail. It is suitable for mass production and can not only improve construction efficiency but also eliminate the above-mentioned defects and exhibit the above-mentioned advantages.

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

第1図は本発明の跨座式モノレール用鋼軌道桁
における自動列車制御装置用配管施工法の凹溝部
を示す縦断面図、第2図は施工後の状態の縦断面
図である。 1…跨座式モノレール用鋼軌道桁、2,6…上
面、3,7…側面、4…凹溝、12…接着剤、8
…配管、5…非磁性構造体。
FIG. 1 is a longitudinal cross-sectional view showing a concave groove portion of a method of constructing piping for an automatic train control device in a steel track girder for a straddle type monorail according to the present invention, and FIG. 2 is a longitudinal cross-sectional view of the groove after construction. 1... Steel track girder for straddle type monorail, 2, 6... Top surface, 3, 7... Side surface, 4... Concave groove, 12... Adhesive, 8
...Piping, 5...Nonmagnetic structure.

Claims (1)

【特許請求の範囲】[Claims] 1 跨座式モノレール用鋼軌道桁1において、同
桁1の上面2と側面3との交差角部に沿つて凹溝
4を形成し、同凹溝4の内面に接着剤12を塗布
し、その後同凹溝4内に上面6と側面7との交差
角部に同両面6,7の交差線方向に配管8を支持
した非磁性構造体5を挿入し、同構造体5を上記
凹溝4の内部に上記接着剤12の支持力によつて
保持し、同構造体5の上記上面6と側面7とを上
記軌道桁1の上面2と側面3とに揃えた状態にお
いて同接着剤12を硬化させることを特徴とする
自動列車制御装置用配管施工法。
1. In the steel track girder 1 for a straddle type monorail, a groove 4 is formed along the intersection corner of the top surface 2 and side surface 3 of the girder 1, and an adhesive 12 is applied to the inner surface of the groove 4. Thereafter, a non-magnetic structure 5 supporting a pipe 8 in the direction of the intersection of both surfaces 6 and 7 is inserted into the groove 4 at the corner of the intersection between the top surface 6 and the side surface 7, and the structure 5 is inserted into the groove. 4 by the supporting force of the adhesive 12, and in a state where the upper surface 6 and side surface 7 of the structure 5 are aligned with the upper surface 2 and side surface 3 of the track girder 1, the adhesive 12 A piping construction method for automatic train control equipment characterized by hardening.
JP12057383A 1983-06-30 1983-06-30 Arranged pipe construction for automatic train control apparatus in steel track beam for monorail Granted JPS6013101A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP12057383A JPS6013101A (en) 1983-06-30 1983-06-30 Arranged pipe construction for automatic train control apparatus in steel track beam for monorail

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP12057383A JPS6013101A (en) 1983-06-30 1983-06-30 Arranged pipe construction for automatic train control apparatus in steel track beam for monorail

Publications (2)

Publication Number Publication Date
JPS6013101A JPS6013101A (en) 1985-01-23
JPH0261565B2 true JPH0261565B2 (en) 1990-12-20

Family

ID=14789634

Family Applications (1)

Application Number Title Priority Date Filing Date
JP12057383A Granted JPS6013101A (en) 1983-06-30 1983-06-30 Arranged pipe construction for automatic train control apparatus in steel track beam for monorail

Country Status (1)

Country Link
JP (1) JPS6013101A (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3639560B2 (en) 2002-02-28 2005-04-20 オリンパス株式会社 Endoscope hood

Also Published As

Publication number Publication date
JPS6013101A (en) 1985-01-23

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