JPH0689530B2 - Drain - Google Patents

Drain

Info

Publication number
JPH0689530B2
JPH0689530B2 JP30430887A JP30430887A JPH0689530B2 JP H0689530 B2 JPH0689530 B2 JP H0689530B2 JP 30430887 A JP30430887 A JP 30430887A JP 30430887 A JP30430887 A JP 30430887A JP H0689530 B2 JPH0689530 B2 JP H0689530B2
Authority
JP
Japan
Prior art keywords
roadbed
groove
formwork
concrete
flange edge
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 - Lifetime
Application number
JP30430887A
Other languages
Japanese (ja)
Other versions
JPH01146001A (en
Inventor
茂 清水
祥嗣 大島
廸典 大西
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.)
Sekisui Chemical Co Ltd
Original Assignee
Sekisui Chemical Co Ltd
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 Sekisui Chemical Co Ltd filed Critical Sekisui Chemical Co Ltd
Priority to JP30430887A priority Critical patent/JPH0689530B2/en
Publication of JPH01146001A publication Critical patent/JPH01146001A/en
Publication of JPH0689530B2 publication Critical patent/JPH0689530B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B1/00Ballastway; Other means for supporting the sleepers or the track; Drainage of the ballastway
    • E01B1/008Drainage of track

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Railway Tracks (AREA)
  • Machines For Laying And Maintaining Railways (AREA)
  • Road Paving Structures (AREA)

Abstract

PURPOSE: To easily build a drainage ditch on a track bed of a subway by installing a synthetic resin mould formed by vertically mounting the side plates having a flange edge on their lower ends from both side edges of a top plate on the roadbed and forming the concrete track bed. CONSTITUTION: A glass fiber reinforced polyester resin mould 1 formed by vertically installing the side plates 12 downwardly from both side edges of a top plate 11, and forming the flange edge 13 outwardly from the lower ends of the side plates 12, is mounted in a state that the flange edge 13 is contacted with the concrete roadbed 31. Then the flange edge 13 is fixed by nails, and a butt part between the adjacent moulds 1 is closed by an adhesive tape to form the concrete track bed.

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は、鉄道の道床、特に地下鉄等の道床に於ける排
水溝に関する。
Description: TECHNICAL FIELD The present invention relates to a drainage ditch in a railroad track, particularly a subway track.

(従来の技術) 従来、地下鉄等の道床に流入した水の排水手段として
は、軌条の外側の側壁に沿って蓋付U字溝を設けてお
き、この蓋に設けられた隙間を通して排水するサイドド
レン法、又は2本の軌条の中間部道床に上記と同様の蓋
付U字溝を設けて排水するセンタードレン法が採用され
ていた。
(Prior Art) Conventionally, as a means for draining water that has flowed into a roadbed of a subway or the like, a U-shaped groove with a lid is provided along a side wall on the outside of a rail, and a side for draining through a gap provided in the lid is provided. The drain method or the center drain method for draining water by providing a U-shaped groove with a lid similar to the above on the middle roadbed of two rails was adopted.

(発明が解決しようとする問題点) しかしながら、サイドドレン法は、U字溝の幅だけ地下
鉄の構内幅が広くなる。近年地下鉄の構内幅が狭くなっ
て来て、サイドドレン法を採用出来ない場合が多くなっ
て来た。又、センタードレン法では、道床の厚さが薄い
場合、2本の軌条を支承する枕木の下にU字溝を設置す
る空間を確保することが難しく、枕木にかかる荷重でU
字溝に施された蓋が損傷する恐れがあった。又、U字溝
を設置するには、現場でU字溝の型枠を組んでコンクリ
ート打ちを行い、道床とU字溝とを同時に形成する工法
が行われている。しかし、この工法では、型枠の解体を
する工事が伴い、特に地下鉄の軌条がカーブしている場
合には、軌条に沿ってU字溝の型枠を接続部で屈曲させ
て設置しなければならないが、型枠の端部同士を屈曲し
て連結するのは、面倒で時間と手間がかかるという問題
点があった。
(Problems to be Solved by the Invention) However, in the side drain method, the width of the subway yard is increased by the width of the U-shaped groove. In recent years, the width of the subway yard has become narrower, and in many cases the side drain method cannot be adopted. Further, in the center drain method, when the roadbed is thin, it is difficult to secure a space for installing a U-shaped groove under the sleepers supporting two rails, and the load applied to the sleepers causes U
The lid on the groove could be damaged. Further, in order to install the U-shaped groove, a construction method in which a U-shaped groove frame is assembled on site and concrete is poured to simultaneously form the roadbed and the U-shaped groove is used. However, in this construction method, the work of dismantling the formwork is involved, and especially when the railroad of the subway is curved, the formwork of U-shaped groove must be bent and installed at the connection part along the railroad. However, there is a problem that bending and connecting the ends of the formwork is troublesome and time-consuming.

又、コンクリート中の鉄筋は、レールに流れる電流の影
響で所謂電蝕が起こり易く、この電蝕によりU字溝を形
成しているコンクリート表面が破損することもあった。
Further, so-called electrolytic corrosion is likely to occur in the reinforcing bars in the concrete due to the influence of the electric current flowing through the rails, and this electrolytic corrosion may damage the concrete surface forming the U-shaped groove.

(問題点を解決するための手段) 本発明の排水溝は、前記従来技術の問題点を解消する為
になされたものであって、矩形状天板の両側縁から下方
に側板が垂設され、該側板の下端から外方に鍔縁が形成
された合成樹脂製型枠が、コンクリート路盤上に鍔縁を
当接し、型枠の端縁同士を突合せて配設され、型枠とコ
ンクリート路盤とにより連続した溝部が形成され、この
上にコンクリートの道床が形成され、前記溝部の所定間
隔毎に道床表面に開口する集水口が形成されてなること
を特徴とする排水溝をその要旨とするものである。
(Means for Solving Problems) The drainage groove of the present invention is made in order to solve the problems of the above-mentioned prior art, and side plates are provided downward from both side edges of the rectangular top plate. A mold made of synthetic resin, in which a brim is formed outward from the lower end of the side plate, the brim is abutted on the concrete roadbed, and the end edges of the mold are abutted to each other, and the formwork and the concrete roadbed A continuous ditch is formed by and a concrete roadbed is formed on the ditch, and a drainage groove characterized in that a water collecting port opening to the surface of the roadbed is formed at predetermined intervals of the groove. It is a thing.

本発明に於いて、合成樹脂製型枠は、硝子繊維強化ポリ
エステル樹脂の如き熱硬化性樹脂又は硬質ポリ塩化ビニ
ル樹脂の如き熱可塑性樹脂の何れであってもよく、要は
剛性、強度に富むものが選択使用されるのであって、こ
れらの樹脂を用い、押出成形法、引抜成形法等、任意の
成形方法で連続的に生産するのが好ましい。金属製のも
のでは、重い為、運搬及び施工作業が大変であり、高価
で錆による弊害も生じるので好ましくない。
In the present invention, the synthetic resin mold may be either a thermosetting resin such as a glass fiber reinforced polyester resin or a thermoplastic resin such as a hard polyvinyl chloride resin. These resins are selectively used, and it is preferable to continuously produce these resins by an arbitrary molding method such as an extrusion molding method and a pultrusion molding method. Metallic ones are not preferable because they are heavy and therefore difficult to carry and carry out, and they are expensive and cause rusting.

又、該合成樹脂製型枠の天板は、荷重強度を増す為、外
方に円弧状に膨出せしめてもよい。
In addition, the top plate of the synthetic resin mold may be bulged outward in an arc shape in order to increase the load strength.

又、複数の合成樹脂製型枠の端縁同士を突合せて配設す
るには、端縁同士を衝合し、双方の型枠に亙って外方か
ら布、合成樹脂フィルム等を基材とする粘着テープを貼
付すればよく、型枠をカーブさせて配設する必要がある
場合には、合成樹脂製型枠の端縁を斜めに切断して突合
せ配置すればよい。
In addition, when arranging the ends of a plurality of synthetic resin molds butted against each other, the edges are abutted against each other and a cloth, a synthetic resin film or the like is used as a base material from the outside over both molds. The adhesive tape may be attached, and when it is necessary to arrange the mold frame in a curved shape, the end edge of the synthetic resin mold frame may be cut obliquely and placed in abutting relation.

(作用) 本発明の排水溝は、前記のような型枠を使用してコンク
リート路盤上に連続した溝部が形成され、その上に道床
が形成され、溝部の所定間隔毎に道床表面に開口する集
水口が形成されているので、道床に流入した水は集水口
から溝部に流れ込み排水される。又、路盤と型枠との間
に溝部が形成されているので、型枠を幅広で高さの低い
断面形状とすることにより、偏平な溝部が形成され、道
床の厚さが薄い場合でも排水に必要な断面積の排水路を
形成することが出来る。又、合成樹脂製型枠を埋設して
排水路を形成しているので、側面及び上面の破損は無く
なると共に排水溝の施工が極めて能率的に行える。
(Operation) In the drainage groove of the present invention, a continuous groove portion is formed on a concrete roadbed by using the above-described formwork, a roadbed is formed on the groove portion, and the roadway surface is opened at predetermined intervals of the groove portion. Since the water intake is formed, the water that has flowed into the roadbed flows into the groove from the water intake and is drained. In addition, since a groove is formed between the roadbed and the formwork, a flat groove is formed by forming the formwork with a wide and low-height cross section, and drainage is achieved even when the bed is thin. It is possible to form a drainage channel with a required cross-sectional area. Further, since the synthetic resin mold is embedded to form the drainage channel, damage to the side surface and the upper surface is eliminated and the construction of the drainage groove can be performed very efficiently.

(実施例) 以下、本発明の実施例を図面を参照しながら説明する。(Example) Hereinafter, an example of the present invention will be described with reference to the drawings.

図面は、本発明の排水溝を地下鉄構内に設置した例を示
すもので、第1図及び第2図に於いて、1は本発明に用
いる硝子繊維強化ポリエステル樹脂を用い引抜成形法に
より成形された合成樹脂製型枠であって、天板11の両側
縁から下方に側板12が垂設され、該側板12の下端から外
方に鍔縁13が形成されている。この型枠1の寸法は排水
溝により決められるが、側板12に比べて天板11の幅は広
くなされており、長さは運搬作業が可能な1乃至数m程
度である。
The drawings show an example in which the drainage channel of the present invention is installed in a subway premises. In FIGS. 1 and 2, 1 is formed by a drawing method using the glass fiber reinforced polyester resin used in the present invention. In the synthetic resin mold, side plates 12 are vertically extended from both side edges of the top plate 11, and a brim 13 is formed outward from the lower end of the side plate 12. Although the size of the mold 1 is determined by the drainage groove, the width of the top plate 11 is wider than that of the side plate 12, and the length thereof is about 1 to several meters which enables the carrying work.

そして、この型枠1はコンクリート路盤31上に鍔縁13を
当接して配置され、次々に型枠1の端縁同士を突合せて
配設され、これら型枠1、1、…とコンクリート路盤31
とにより連続した溝部2が形成されている。この型枠1
は単にコンクリート路盤31上に置くだけでもよいが、道
床の施工時に移動しないようにする為、鍔縁13に穿設さ
れた釘孔14に合わせてコンクリート路盤31に釘孔を穿設
して釘を打ち込むのがよい。又、鍔縁13と路盤31との間
に弾性パッキングを使用してもよい。
The formwork 1 is arranged on the concrete roadbed 31 with the brim 13 abutting thereon, and the end edges of the formwork 1 are abutted against each other, and the formwork 1, 1, ...
The continuous groove portion 2 is formed by. This formwork 1
May be simply placed on the concrete roadbed 31, but in order to prevent it from moving during the construction of the roadbed, a nail hole is drilled in the concrete roadbed 31 in accordance with the nail hole 14 drilled in the brim edge 13. It is good to type in. Alternatively, an elastic packing may be used between the brim 13 and the roadbed 31.

又、型枠1の端縁同士の突合せ部は、隙間のないように
なされているのがよいが、多少隙間があっても、第3図
に示すように、両型枠1、1の端縁に跨がって粘着テー
プ7を貼付ければ構わない。溝部2をカーブして形成す
る必要があるときには、型枠1、1の端縁を、第4図に
示すように、斜めに切断して突合せるように配置すれ
ば、所定のカーブに沿って配設できる。このカーブは、
軌条5のカーブに沿ったものとなされる。
Further, it is preferable that the abutting portions of the end edges of the mold 1 have no gap, but even if there is a gap, as shown in FIG. It suffices to stick the adhesive tape 7 across the edge. When it is necessary to form the groove 2 in a curved shape, the end edges of the molds 1 and 1 can be obliquely cut and abutted as shown in FIG. Can be installed. This curve is
It is done along the curve of rail 5.

上記のようにして配設された型枠上には、コンクリート
の道床4が形成されている。この道床4には型枠1を挟
んで並設される2本の軌条5を支承する枕木6の下半部
が埋設されている。
A concrete roadbed 4 is formed on the formwork arranged as described above. A lower half portion of a sleeper 6 supporting two rails 5 arranged side by side with the formwork 1 sandwiched therein is buried in the roadbed 4.

又、上記溝部2の所定間隔毎に、型枠1の天板11と道床
4とを貫通して道床表面に開口する集水口15は、道床4
上に流入した水を溝部2に流入させるもので、例えば30
m間隔で設けられる。この集水口15の開口部には、コン
クリート製又は鉄製の隙間を有する蓋16が取付けられて
いる。この集水口15は、排水を流入させると共に溝部2
の点検口としても使用され、溝部2に塵芥が詰まって排
水状態が悪いときには、この集水口15からジェット水流
を流して清掃する為にも使用される。
Further, the water collecting port 15 penetrating the top plate 11 of the formwork 1 and the roadbed 4 and opening to the surface of the roadbed at every predetermined interval of the groove 2 is formed by the roadbed 4.
The water that has flowed up is made to flow into the groove 2, and for example, 30
It is provided at m intervals. A lid 16 having a gap made of concrete or iron is attached to the opening of the water collecting port 15. The water collecting port 15 allows the drainage to flow into the groove 2 as well.
It is also used as an inspection port of the channel 2, and is also used for cleaning by jetting a jet water flow from the water collecting port 15 when dust is clogged in the groove 2 and the drainage condition is bad.

(発明の効果) 本発明の排水溝は、上述した通りの構成であって、型枠
を幅広で高さの低い断面形状とすることにより、道床の
厚さの薄い場合であっても、道床下に排水溝を形成する
ことが出来、又、型枠上に道床があるので強度も大であ
る。
(Effects of the Invention) The drainage groove of the present invention has the above-described configuration, and by forming the mold with a wide and low-height cross-sectional shape, even if the roadbed is thin, A drainage groove can be formed under the floor, and the roadbed is on the formwork, so the strength is great.

又、合成樹脂製型枠を使用することにより、軽量て運搬
や設置作業が容易であり、コンクリート路盤上に型枠を
於いて端縁同士を突合せて接続して行くだけでよい為、
施工作業が容易である。更に排水溝を軌条に沿ってカー
ブさせる場合にも、型枠の端縁を斜めに切断して突合せ
接続して行くだけで所望のカーブに施工出来るので作業
が容易である。
In addition, by using a synthetic resin mold, it is lightweight and easy to carry and install.Because it is only necessary to butt and connect the edges of the mold on the concrete roadbed,
Construction work is easy. Further, even when the drainage groove is curved along the rail, the work can be easily performed because the desired curve can be constructed simply by diagonally cutting the edge of the formwork and butt-connecting.

又、排水溝の両側面と上面が合成樹脂製型枠で構成され
ている為、腐食や電蝕により排水溝が損壊することがな
い。
Moreover, since both side surfaces and the upper surface of the drainage groove are formed of a synthetic resin frame, the drainage groove is not damaged by corrosion or electrolytic corrosion.

又、集水口を除いて排水溝の上面は、路床と面一になっ
ているので、点検作業等の為の歩行に支障が生じない。
Further, since the upper surface of the drainage groove is flush with the roadbed except for the water collecting port, there is no problem in walking for inspection work or the like.

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

第1図は、本発明の排水溝の一実施例を一部断面で示す
斜視図、第2図は、同上のII-II線に於ける断面図、第
3図、第4図は本発明の排水溝に用いる合成樹脂製型枠
の突合せ接続状態を示す斜視図である。 1……合成樹脂製型枠、2……溝部、 3……地下鉄構内、4……コンクリート道床、 11……天板、12……側板、13……鍔縁、 15……集水口、31……コンクリート路盤、
FIG. 1 is a perspective view showing an embodiment of the drainage groove of the present invention in a partial cross section, FIG. 2 is a cross sectional view taken along line II-II of the same, FIG. 3 and FIG. FIG. 6 is a perspective view showing a butt connection state of a synthetic resin mold used for the drainage groove of FIG. 1 ... Synthetic resin formwork, 2 ... Groove, 3 ... Subway premises, 4 ... Concrete roadbed, 11 ... Top plate, 12 ... Side plate, 13 ... Collar, 15 ... Water collecting port, 31 ...... Concrete roadbed,

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】矩形状天板の両側縁から下方に側板が垂設
され、該側板の下端から外方に鍔縁が形成された合成樹
脂製型枠が、コンクリート路盤上に鍔縁を当接し、型枠
の端縁同士を突合せて配設され、型枠とコンクリート路
盤とにより連続した溝部が形成され、この上にコンクリ
ートの道床が形成され、前記溝部の所定間隔毎に道床表
面に開口する集水口が形成されてなることを特徴とする
排水溝。
1. A synthetic resin formwork in which side plates are hung downward from both side edges of a rectangular top plate, and a brim is formed outward from a lower end of the side plate, and the brim is applied to a concrete roadbed. They are placed in contact with each other and the edges of the formwork are abutted against each other, and a continuous groove is formed by the formwork and the concrete roadbed, and a concrete roadbed is formed on this, and openings are made on the roadbed surface at predetermined intervals of the groove. A drainage channel, which is formed by forming a water collecting port.
JP30430887A 1987-11-30 1987-11-30 Drain Expired - Lifetime JPH0689530B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP30430887A JPH0689530B2 (en) 1987-11-30 1987-11-30 Drain

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP30430887A JPH0689530B2 (en) 1987-11-30 1987-11-30 Drain

Publications (2)

Publication Number Publication Date
JPH01146001A JPH01146001A (en) 1989-06-08
JPH0689530B2 true JPH0689530B2 (en) 1994-11-09

Family

ID=17931465

Family Applications (1)

Application Number Title Priority Date Filing Date
JP30430887A Expired - Lifetime JPH0689530B2 (en) 1987-11-30 1987-11-30 Drain

Country Status (1)

Country Link
JP (1) JPH0689530B2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4815542B1 (en) * 2011-03-01 2011-11-16 株式会社ミハマ Tightening band
CN107905810A (en) * 2017-12-27 2018-04-13 中铁二院工程集团有限责任公司 Boot last pedestal combed tunnel bottom liner structure and its drainage system
CN117403482B (en) * 2023-12-14 2024-02-23 北京城建信捷轨道交通工程咨询有限公司 Ballastless track road surface waterproof structure and construction method

Also Published As

Publication number Publication date
JPH01146001A (en) 1989-06-08

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