JPS6365762B2 - - Google Patents
Info
- Publication number
- JPS6365762B2 JPS6365762B2 JP10738082A JP10738082A JPS6365762B2 JP S6365762 B2 JPS6365762 B2 JP S6365762B2 JP 10738082 A JP10738082 A JP 10738082A JP 10738082 A JP10738082 A JP 10738082A JP S6365762 B2 JPS6365762 B2 JP S6365762B2
- Authority
- JP
- Japan
- Prior art keywords
- girder
- groove
- fixed
- formwork
- mortar
- 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
Links
- 239000004570 mortar (masonry) Substances 0.000 claims description 21
- 229920005989 resin Polymers 0.000 claims description 10
- 239000011347 resin Substances 0.000 claims description 10
- 238000009415 formwork Methods 0.000 claims description 8
- 238000005266 casting Methods 0.000 claims description 3
- 238000000034 method Methods 0.000 claims description 3
- 229910000831 Steel Inorganic materials 0.000 description 4
- 239000010959 steel Substances 0.000 description 4
- 230000008602 contraction Effects 0.000 description 3
- 239000003822 epoxy resin Substances 0.000 description 2
- 229920000647 polyepoxide Polymers 0.000 description 2
- 235000014121 butter Nutrition 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000007872 degassing Methods 0.000 description 1
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 1
Landscapes
- 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軌道桁に列車自
動制御装置(ATC)用管体を布設する工法に関
するものである。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a construction method for installing a pipe body for an automatic train control system (ATC) on a track girder for a straddle type monorail.
跨座式モノレールの軌道桁にATC用配管を行
なう場合は、桁上部のコーナーに設けられた凹溝
にATC用の硬質塩化ビニル製管体を配置して、
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 installing ATC piping on the track girder of a straddle type monorail, place the hard PVC pipe body for ATC in the groove provided at the top corner of the girder.
The tube holding member was welded to the steel girder and mortar was placed in the remaining space in the groove, but this method had the following drawbacks.
即ち、コーナー部に管体を配置固定する結果、
モルタルの打設時において管体とモルタルとの間
に気泡が残らないように、一旦モルタルを打設し
た後、再度モルタルを打設して仕上げを余義なく
されていた。しかし、高所での作業を2度も行な
うことになり、それだけ危険も多く、コスト高と
なつていた。 In other words, as a result of placing and fixing the tube at the corner,
In order to prevent air bubbles from remaining between the pipe body and the mortar when placing the mortar, once the mortar has been placed, mortar has to be placed again to finish the pipe. However, the work had to be done at heights twice, which increased the risk and cost.
また、鋼軌道は寒暑によつて伸縮をくり返すた
め、従来のモルタルではこれに十分追随できず、
更に、モノレールの重量に基因する軌道の撓みに
も追随できない結果、モルタルに亀裂が生じた
り、軌道桁との間に隙間が生じたりしていた。 In addition, steel tracks expand and contract repeatedly due to cold and heat, and conventional mortar cannot adequately keep up with this.
Furthermore, as a result of being unable to follow the deflection of the track due to the weight of the monorail, cracks appeared in the mortar and gaps formed between the track and the track girder.
本発明は、これらの問題を解決し、モルタルの
打設を一工程で行なうと共に鋼軌道の伸縮や撓み
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 object of the present invention is to solve these problems, to perform mortar pouring in one step, and to be able to follow the expansion, contraction, and deflection of the steel raceway.
この技術課題を解決するために、本発明では、
敷設された跨座式モノレール用の軌道桁にATC
用管体を布設するに際し、桁の上部コーナーに形
成された凹溝に沿つて適宜の間隔をあけて円筒体
を配置し、筒体に固設した支持体を凹溝内に臨ま
せて桁と連結固定し、ATC用管体を筒体に保持
せしめた後、桁側面に型枠を配置固定して管体と
型枠との間に空気抜きを形成し、上方より凹溝内
に樹脂モルタルを打設し、その頂面を桁の頂面よ
り低く仕上げることを技術的手段としたものであ
る。 In order to solve this technical problem, in the present invention,
ATC installed on track girder for straddle type monorail
When installing the pipes, place the cylinders at appropriate intervals along the grooves formed in the upper corners of the girders, and place the supports fixed on the cylinders facing into the grooves. After connecting and fixing the ATC tube body to the cylinder body, formwork is placed and fixed on the side of the girder to form an air vent between the tube body and the formwork, and resin mortar is poured into the groove from above. The technical means is to cast the concrete and finish the top surface lower than the top surface of the girder.
この技術的手段によれば、樹脂モルタルの打設
時に発生する気泡が凹溝の上部のみならず管体と
型枠との間からも抜けるため管体の周囲に気泡が
滞留することはない。従つて、打設後にそのまま
の状態でこてを用いて表面仕上げを行なうことが
できる。 According to this technical means, air bubbles generated during casting of resin mortar escape not only from the upper part of the groove but also from between the pipe body and the formwork, so that air bubbles do not accumulate around the pipe body. Therefore, the surface can be finished using a trowel in the same state after casting.
樹脂モルタルは、鋼製の桁との接着性も良く、
桁の撓みや伸縮に十分追随することができ、しか
も、適宜の間隔をあけて支持体が桁に連結固定さ
れていることが相俟つて、樹脂モルタルの追随作
用を助けることになる。 Resin mortar has good adhesion to steel girders,
The ability to sufficiently follow the deflection and expansion/contraction of the girders, and the fact that the supports are connected and fixed to the girders at appropriate intervals, together help the resin mortar's following action.
また、ATC用管体は、支持体によつて桁本体
からなるべく離れた位置に配置でき、桁との間に
十分な量の樹脂モルタルが打設されるために、
ATCの信号にノイズが入る心配もなくなる訳で
ある。 In addition, the ATC pipe body can be placed as far away from the girder body as possible by the support, and a sufficient amount of resin mortar is placed between it and the girder body.
This means there is no need to worry about noise entering the ATC signal.
次に、本発明の実施例を図面を用いて説明す
る。 Next, embodiments of the present invention will be described using the drawings.
軌道桁1の上部のコーナーには、全長に亘つて
凹溝2,2が形成され、ATC用管体3,3は、
丁度軌道桁1のコーナーに位置するように配管さ
れなければならない(第1図参照)。 Concave grooves 2, 2 are formed at the upper corners of the track girder 1 over the entire length, and the ATC pipe bodies 3, 3 are
The piping must be located exactly at the corner of the track girder 1 (see Figure 1).
まず、凹溝2内において、桁1に対する防錆処
理並びに打設する樹脂モルタルを桁1との接着性
を良くするためのプライマー処理を施こす。 First, in the groove 2, the girder 1 is subjected to anti-rust treatment and a primer treatment is applied to improve the adhesion of the cast resin mortar to the girder 1.
次に、凹溝2の開口部に沿つて、桁1のコーナ
ーに位置するように、管体3を保持する筒体を配
置する。この筒体4は、例えば第2図で示した取
付補助具6を用いて、桁1から常に一定の距離に
あるように位置決めされ、筒体4に固設した支持
体5を凹溝内に臨ませてその下端部を桁1と溶接
する。 Next, the cylinder holding the tube 3 is placed along the opening of the groove 2 so as to be located at the corner of the girder 1. This cylindrical body 4 is always positioned at a constant distance from the girder 1 using, for example, the mounting aid 6 shown in FIG. The lower end is welded to the girder 1.
次いで、この筒体4に管体3を挿通して保持せ
しめた後、桁1の側面に型枠10を配置し、これ
を固定アングル11及びバター角12を用いて固
定する。このとき、型枠10と管体3及び筒体4
との間には若干の間隔をとつておかなければなら
ない(第3図参照)。 Next, after the tubular body 3 is inserted into the cylindrical body 4 and held therein, a formwork 10 is placed on the side surface of the girder 1, and this is fixed using the fixing angle 11 and the butter angle 12. At this time, the formwork 10, the tube body 3, and the tube body 4
(See Figure 3).
このように準備した後、凹溝2内にその上部開
口部からエポキシ樹脂モルタル13を打設し、図
示しないバイブレーターで脱泡した後適宜のこて
を用いてモルタル13の上面並びに管体3と型枠
10との間を仕上げ、硬化後に型枠を外して作業
は完了する。 After preparing in this way, an epoxy resin mortar 13 is cast into the groove 2 from the upper opening thereof, and after degassing with a vibrator (not shown), the upper surface of the mortar 13 and the pipe body 3 are removed using an appropriate trowel. The space between the mold and the mold 10 is finished, and after curing, the mold is removed and the work is completed.
本実施例においては、桁との接着性及び桁の伸
縮及び撓みへの追随性には好適なエポキシ樹脂モ
ルタルを用いているが、これらの接着性や追随性
が十分である限り他の樹脂モルタルを用いても良
い。 In this example, epoxy resin mortar is used which is suitable for adhesion to the girder and ability to follow the expansion, contraction and deflection of the girder, but other resin mortar may be used as long as the adhesion and followability are sufficient. You may also use
尚、上記の実施例では、支持体にすべり止めを
助ける機能をも持たせているが、凹溝内にあらか
じめスタツド(図示せず)を植立させ、樹脂モル
タルに対するすべり止め機能を強固にしても良
い。この場合、支持体の下端部をスタツドに固着
せしめ、間接的に桁と固定するようにしても良
い。 In the above embodiment, the support also has a function to help prevent slipping, but studs (not shown) are installed in advance in the grooves to strengthen the anti-slip function against the resin mortar. Also good. In this case, the lower end of the support may be fixed to the stud and indirectly fixed to the girder.
図面は、本発明の実施例を示したもので、第1
図は仕上り状態における桁の縦断面図、第2図は
筒体を取付ける際の桁の縦断面図、第3図は型枠
等を組付けた状態における桁の縦断面図である。
1……桁、2……凹溝、3……管体、13……
樹脂モルタル。
The drawings show embodiments of the present invention.
The figure is a longitudinal cross-sectional view of the girder in the finished state, FIG. 2 is a longitudinal cross-sectional view of the girder when a cylinder is attached, and FIG. 3 is a longitudinal cross-sectional view of the girder with formwork etc. assembled. 1...Girder, 2...Concave groove, 3...Pipe body, 13...
resin mortar.
Claims (1)
ナー部に形成された凹溝の開口部に沿つて支持体
を固設した筒体を適宜の間隔をあけて配置すると
共に支持体を凹溝内で桁と連結固定し、管体を筒
体に保持せしめた後、桁側面に型枠を配置固定し
て管体と型枠との間に空気抜きを形成し、凹溝内
に樹脂モルタルを打設すると共にその頂面を桁の
頂面より低く仕上げることを特徴とする列車自動
制御装置用管体の布設工法。 2 凹溝内に適宜の間隔をあけてスタツドを植設
し、支持体をこれに固定する請求範囲第1項に記
載の布設工法。[Claims] 1. Cylindrical bodies with fixed supports are arranged at appropriate intervals along the openings of grooves formed at the corners of the laid track girder for a straddle type monorail. After connecting and fixing the support to the girder in the groove and holding the tube body in the cylinder, formwork is placed and fixed on the side of the girder to form an air vent between the tube body and the formwork, and the groove A method for laying a pipe body for automatic train control equipment, characterized by casting resin mortar inside and finishing the top surface lower than the top surface of the girder. 2. The laying method according to claim 1, wherein studs are planted in the groove at appropriate intervals and the support is fixed thereto.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP10738082A JPS59401A (en) | 1982-06-21 | 1982-06-21 | Construction of pipe body for train automatic control apparatus to monorail track beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP10738082A JPS59401A (en) | 1982-06-21 | 1982-06-21 | Construction of pipe body for train automatic control apparatus to monorail track beam |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS59401A JPS59401A (en) | 1984-01-05 |
| JPS6365762B2 true JPS6365762B2 (en) | 1988-12-16 |
Family
ID=14457644
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP10738082A Granted JPS59401A (en) | 1982-06-21 | 1982-06-21 | Construction of pipe body for train automatic control apparatus to monorail track beam |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS59401A (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4697868A (en) * | 1985-08-12 | 1987-10-06 | Trw Inc. | Integrated optical waveguide polarizer |
-
1982
- 1982-06-21 JP JP10738082A patent/JPS59401A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS59401A (en) | 1984-01-05 |
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