JPH0596112U - Concrete floor drain pipe - Google Patents

Concrete floor drain pipe

Info

Publication number
JPH0596112U
JPH0596112U JP3632692U JP3632692U JPH0596112U JP H0596112 U JPH0596112 U JP H0596112U JP 3632692 U JP3632692 U JP 3632692U JP 3632692 U JP3632692 U JP 3632692U JP H0596112 U JPH0596112 U JP H0596112U
Authority
JP
Japan
Prior art keywords
drainage
concrete floor
pipe
floor slab
concrete
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.)
Pending
Application number
JP3632692U
Other languages
Japanese (ja)
Inventor
憲司 斉藤
Original Assignee
秩父産業株式会社
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 秩父産業株式会社 filed Critical 秩父産業株式会社
Priority to JP3632692U priority Critical patent/JPH0596112U/en
Publication of JPH0596112U publication Critical patent/JPH0596112U/en
Pending legal-status Critical Current

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  • Bridges Or Land Bridges (AREA)

Abstract

(57)【要約】 【目的】 厚さの異なるコンクリート床版にも取付けで
き、しかも目詰りの発生がなく、コンクリート床版の正
しい位置に固定でき、その排水機能を維持できるコンク
リート床版水抜パイプを提供することを目的。 【構成】 長さが変化可能で、かつ耐蝕性の管材の頭部
に、外周側面に複数の開口5Aを放射状に有する排水受
口部5を設け、その周囲にフィルター12を取付けると
共に、管材にコンクリート床版1への固定金具13を取
付けることにより構成。
(57) [Abstract] [Purpose] A concrete floor slab drainage pipe that can be attached to concrete slabs with different thicknesses, does not cause clogging, can be fixed in the correct position on the concrete slab, and can maintain its drainage function. The purpose is to provide. [Structure] A drainage inlet portion 5 having a plurality of openings 5A radially provided on an outer peripheral side surface is provided on a head portion of a corrosion-resistant pipe material having a variable length, and a filter 12 is attached around the drainage outlet portion 5, and It is configured by attaching a fixing bracket 13 to the concrete floor slab 1.

Description

【考案の詳細な説明】[Detailed description of the device]

【0001】[0001]

【産業上の利用分野】[Industrial applications]

本考案は、主として橋梁などのコンクリート床版上への浸透水を排水するため のコンクリート床版水抜パイプに関するものである。 The present invention mainly relates to a concrete slab drainage pipe for draining permeated water onto a concrete slab such as a bridge.

【0002】[0002]

【従来の技術】[Prior Art]

従来のコンクリート橋、または鉱床版橋ともに、雨水に対する処理は、その殆 んどが路面の表面水のみしか考慮されておらず、舗装や地覆部および、その他道 路付属物からの床版上への浸透水は、避けられないのが現状であり、雨水による 床版上の滞水はアスファルト舗装の劣化、凝集破壊、そして剥離を増加させる大 きな原因となっている。 In both conventional concrete bridges and orebed bridges, most of the treatment for rainwater only considers the surface water of the road surface. Infiltration water is unavoidable at present, and water retention on the slab due to rainwater is a major cause of deterioration of asphalt pavement, cohesive failure, and exfoliation.

【0003】 そこで、従来、この種の排水には、パイプをコンクリート床版の厚さと同一長 さに切断して、コンクリート床版に取付けているが、床版厚さが一定でないこと が多く、またアスファルト舗装時に合材がそのパイプ内に流入して目詰まりした り、パイプがコンクリート床版内の正しい位置に固定されずに排水機能が悪化す るなど多くの問題があった。Therefore, conventionally, for this type of drainage, a pipe is cut to the same length as the thickness of the concrete floor slab and attached to the concrete floor slab, but the floor slab thickness is often not constant, In addition, there were many problems such as when the asphalt pavement was paved, the mix flowed into the pipe and became clogged, and the pipe was not fixed in the correct position in the concrete slab and the drainage function deteriorated.

【0004】[0004]

【考案の解決しようとする課題】[Problems to be solved by the invention]

本考案は前記従来の問題点を解決するためになされたものであり、厚さの異な るコンクリート床版にも取付けでき、しかも目詰まりの発生がなく、コンクリー ト床版の正しい位置に固定できて、その排水機能を維持できるコンクリート床版 水抜パイプを提供することを解決課題としたものである。 The present invention has been made to solve the above-mentioned conventional problems, and can be attached to concrete floor slabs with different thicknesses, and without clogging, it can be fixed at the correct position on the concrete floor slab. The problem to be solved is to provide a concrete floor slab drainage pipe that can maintain its drainage function.

【0005】[0005]

【課題を解決するための手段】[Means for Solving the Problems]

上記の課題を解決するための手段として、本考案のコンクリート床版水抜パイ プは、長さが変化可能で、かつ耐蝕性の管材の頭部に、外周側面に複数の開口を 放射状に有する筒状の排水受口部を設け、該排水受口部をコンクリート床版近傍 のアスファルト内に位置させ、その周囲にフィルターを取付けることにより構成 される。 As a means for solving the above-mentioned problems, the concrete floor slab drainage pipe of the present invention is a tube whose length is variable and which has a plurality of openings radially on the outer peripheral side in the head of a corrosion-resistant pipe material. It is configured by providing a drainage receiving part in the shape of a pipe, locating the drainage receiving part in the asphalt near the concrete floor slab, and attaching a filter around it.

【0006】[0006]

【作 用】[Work]

以上の構成の水抜きパイプは、コンクリート床版の厚さに応じて長さを変化さ せて設置することができ、排水受口部へ床版への浸透水を導入して管材の下端か ら排水でき、また固定金具を介してこの水抜きパイプをコンクリート床版の鉄筋 などに固定するものである。 The drainage pipe with the above configuration can be installed by changing the length according to the thickness of the concrete floor slab. The drainage pipe can be drained, and the drainage pipe is fixed to the reinforcing bar of the concrete floor slab through the fixing bracket.

【0007】[0007]

【実施例】【Example】

以下図面を参照して本考案の実施例を説明するが、図1は本考案のコンクリー ト床版水抜パイプの一実施例の側面図、図2は図1の水抜パイプの分解状態を示 す側面図、図3は図1の水抜パイプの長さを縮めた状態の側面図である。 まず、この水抜パイプはコンクリート床版1内に埋設するものであり、コンク リート床版1上にはアスファルト舗装2を敷設することになり、このアスファル ト舗装2上の路面3に雨などで貯った水Wは、アスファルト舗装2を浸透するが 、それをこの水抜パイプで図示されていない下部の樋や受桝などに導水するもの である。 Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 is a side view of an embodiment of the concrete floor slab drainage pipe of the present invention, and FIG. 2 shows an exploded state of the drainage pipe of FIG. A side view, FIG. 3 is a side view in a state in which the length of the water drain pipe of FIG. 1 is shortened. First, this drain pipe is buried in the concrete floor slab 1, and the asphalt pavement 2 will be laid on the concrete floor slab 1, and the road surface 3 on the asphalt pavement 2 will be stored by rain or the like. The water W that has permeated the asphalt pavement 2 is introduced into the lower gutter or basin (not shown) through this drain pipe.

【0008】 そこで、この水抜パイプは上方から、頂部に円形プレート5を取付け、かつ下 部に外ねじを有する筒状の排水受口部4と、上下に内ねじを有する管材6と、上 下に外ねじを有する管材7と、上下に内ねじを有する管材8と、上下に外ねじを 有する管材9と、上下に内ねじを有する径違いソケット10と、フレキシブルチ ューブ11とからなり、これらの各部材はいずれも耐蝕性を有する管材からなり 、例えば溶融亜鉛メッキ仕上げの鋼管や、耐久性に優れた合成樹脂などが使用さ れており、それぞれが上下にねじ込み可能である。In view of this, the drainage pipe has a cylindrical drainage receiving portion 4 having a circular plate 5 attached to the top and an external thread at the bottom, a pipe member 6 having an internal thread at the top and bottom, and a top and bottom at this drainage pipe. A tubular material 7 having external threads on the inside, a tubular material 8 having internal threads on the top and bottom, a tubular material 9 having external threads on the top and bottom, a reducing socket 10 having internal threads on the top and bottom, and a flexible tube 11. Each of the members is made of a corrosion-resistant pipe material, for example, a hot-dip galvanized steel pipe or a synthetic resin having excellent durability is used, and each can be screwed up and down.

【0009】 次に、上記の円形プレート付の筒状の排水受口部4の外周側面には複数の開口 5Aが放射状に設けられており、この排水受口部4の周囲にはステンレス製のフ ィルター12が取付けられている。 また、図2に示すような固定金具13の環状部を管材6,8の外周に嵌着の上 、そのロッド部をコンクリート床版1の鉄筋1Aに点溶接などで固定するように なっている。Next, a plurality of openings 5A are radially provided on the outer peripheral side surface of the cylindrical drainage receiving portion 4 with the circular plate, and the periphery of the drainage receiving portion 4 is made of stainless steel. A filter 12 is attached. Further, the annular portion of the fixing member 13 as shown in FIG. 2 is fitted on the outer circumference of the pipe members 6 and 8, and the rod portion is fixed to the reinforcing bar 1A of the concrete floor slab 1 by spot welding or the like. .

【0010】 以上の構成からなる水抜きパイプは、上部の排水受口部4と、下部の管材9以 下とを取り外して保管し、管材6から管材8までの各ねじ部を図2のようにねじ 込むことによりその長さをコンクリート床版1の厚さに応じて調節することによ り、図1のコンクリート床版1の厚さH1 から図3に示す厚さH2 のように任意 の長さに変化可能としている。 上記の水抜きパイプの本体を固定金具13を使って所定位置に据付けの後、コ ンクリート床版1のコンクリートを打設の上、排水受口部4の各開口5Aの周囲 にフィルター12を取付けた後、アスファルト舗装2を行なうものである。In the drainage pipe having the above structure, the upper drainage receiving portion 4 and the lower pipe material 9 and below are removed and stored, and the screw portions from the pipe material 6 to the pipe material 8 are arranged as shown in FIG. its length by screwing Ri by the be adjusted according to the thickness of the concrete slab 1, as the thickness H 2 of FIG. 3 from the thickness H 1 of the concrete slab 1 in FIG. 1 in It can be changed to any length. After installing the main body of the water draining pipe at a predetermined position using the fixing bracket 13, after placing concrete of the concrete floor slab 1 and mounting the filter 12 around each opening 5A of the drainage receiving part 4. After that, asphalt pavement 2 is performed.

【0011】[0011]

【考案の効果】[Effect of the device]

以上に説明した本考案のコンクリート床版水抜パイプによれば、そのパイプ本 体の長さをコンクリート床版厚さに応じて容易に変化できるので、厚さの異なる コンクリート床版にも適用でき、設置後にアスファルト合材などがパイプ内に流 入して目詰りする恐れがなく、しかもパイプは固定金具により鉄筋に強固に固定 できるのでコンクリート舗装時に動くことがなく、作業能率の向上をはかると共 に、的確な水抜パイプの設置ができ、排水機能を維持するという効果がある。 また、コンクリート床版上への浸透水は排水受口部の外周側面に360°配置 した開口からパイプ内に導入され、適切に排水されるのでアスファルトの劣化や 凝集破壊などの発生を防止できるという効果がある。 According to the concrete floor slab drainage pipe of the present invention described above, since the length of the pipe main body can be easily changed according to the thickness of the concrete floor slab, it can be applied to concrete floor slabs having different thicknesses. After installation, there is no risk of asphalt mixture flowing into the pipe and clogging, and since the pipe can be firmly fixed to the rebar by the fixing bracket, it does not move during concrete paving, which improves work efficiency. In addition, the drainage pipe can be installed accurately and the drainage function can be maintained. In addition, the permeated water on the concrete floor slab is introduced into the pipe through an opening located at 360 ° on the outer peripheral side of the drainage receiving part and is appropriately drained, so that deterioration of asphalt and cohesive failure can be prevented. effective.

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

【図1】本考案の水抜パイプの一実施例の側面図であ
る。
FIG. 1 is a side view of an embodiment of a drainage pipe of the present invention.

【図2】図1の水抜パイプの分解状態を示す側面図であ
る。
FIG. 2 is a side view showing a disassembled state of the water drain pipe of FIG.

【図3】図1の水抜パイプ長さを短縮時の側面図であ
る。
FIG. 3 is a side view when the length of the water draining pipe of FIG. 1 is shortened.

【符号の説明】[Explanation of symbols]

1 コンクリート床版 4 排水受口部 5A 開口 6,7,8,9
管材 12 フィルター 13 固定金具
1 Concrete floor slab 4 Drainage receiving part 5A opening 6,7,8,9
Pipe material 12 Filter 13 Fixing bracket

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】 長さが変化可能で、かつ耐蝕性の管材の
頭部に、外周側面に複数の開口を放射状に有する筒状の
排水受口部を設け、該排水受口部をコンクリート床版近
傍のアスファルト内に位置させ、その周囲にフィルター
を取付けてなるコンクリート床版水抜パイプ。
1. A tubular drainage receptacle having a plurality of openings radially on the outer peripheral side is provided on the head of a corrosion-resistant pipe material whose length is variable, and the drainage receptacle is provided on a concrete floor. A concrete floor slab drainage pipe that is located in the asphalt near the slab and has a filter attached around it.
JP3632692U 1992-05-29 1992-05-29 Concrete floor drain pipe Pending JPH0596112U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3632692U JPH0596112U (en) 1992-05-29 1992-05-29 Concrete floor drain pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3632692U JPH0596112U (en) 1992-05-29 1992-05-29 Concrete floor drain pipe

Publications (1)

Publication Number Publication Date
JPH0596112U true JPH0596112U (en) 1993-12-27

Family

ID=12466720

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3632692U Pending JPH0596112U (en) 1992-05-29 1992-05-29 Concrete floor drain pipe

Country Status (1)

Country Link
JP (1) JPH0596112U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5496404B1 (en) * 2013-11-05 2014-05-21 株式会社 オリテック21 Road drain pipe and road drain pipe burying method
JP2018199988A (en) * 2017-05-30 2018-12-20 中大実業株式会社 Drain pipe for bridge floor slab

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH01287325A (en) * 1988-05-13 1989-11-20 Sakai Tekkosho:Kk Floor slab drainage inlet
JPH02183001A (en) * 1988-12-31 1990-07-17 Nichireki Chem Ind Co Ltd Drainage structure for bridge surface pavement having water-resistant layer

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH01287325A (en) * 1988-05-13 1989-11-20 Sakai Tekkosho:Kk Floor slab drainage inlet
JPH02183001A (en) * 1988-12-31 1990-07-17 Nichireki Chem Ind Co Ltd Drainage structure for bridge surface pavement having water-resistant layer

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5496404B1 (en) * 2013-11-05 2014-05-21 株式会社 オリテック21 Road drain pipe and road drain pipe burying method
JP2018199988A (en) * 2017-05-30 2018-12-20 中大実業株式会社 Drain pipe for bridge floor slab

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