JP2002363918A - Drain piping device of bridge beam floor slab - Google Patents

Drain piping device of bridge beam floor slab

Info

Publication number
JP2002363918A
JP2002363918A JP2001176819A JP2001176819A JP2002363918A JP 2002363918 A JP2002363918 A JP 2002363918A JP 2001176819 A JP2001176819 A JP 2001176819A JP 2001176819 A JP2001176819 A JP 2001176819A JP 2002363918 A JP2002363918 A JP 2002363918A
Authority
JP
Japan
Prior art keywords
pipe
fixed
movable
floor slab
length
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
JP2001176819A
Other languages
Japanese (ja)
Inventor
Shinichi Hayakawa
伸一 早川
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.)
Hayakawa Ind Co Ltd
Original Assignee
Hayakawa Ind 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 Hayakawa Ind Co Ltd filed Critical Hayakawa Ind Co Ltd
Priority to JP2001176819A priority Critical patent/JP2002363918A/en
Publication of JP2002363918A publication Critical patent/JP2002363918A/en
Pending legal-status Critical Current

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  • Bridges Or Land Bridges (AREA)

Abstract

PROBLEM TO BE SOLVED: To allow the thicknesses of floor slabs to vary from design to design to cope with several constant lengths in a pipe for draining through the floor slab and pavement part of a bridge beam. SOLUTION: This piping device is formed in a double pipe structure formed of an external fixed pipe 1 fitted to a floor slab portion and a movable pipe 2 inserted into the pipe 1. When the movable pipe 2 comprising several constant lengths is inserted into the fixed pipe 1, the length thereof is set and fixed so that the overall through-length of the pipe can be set arbitrarily.

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、橋梁の床版における排
水配管装置に利用されるものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention is used for a drainage piping system for a bridge slab.

【0002】[0002]

【従来の技術】これまでの橋梁床版用の排水配管は、床
版厚みによってその長さを合わせてまちまちの管長さで
製作または施工されており、製作施工に多くの労力を要
している。また床版厚みとは異なる管長さで施工される
場合もあり、部品数と労力の増加をきたしている。
2. Description of the Related Art Drainage pipes for bridge slabs have been manufactured or constructed in various pipe lengths according to the thickness of the slab, and a great deal of labor is required for the fabrication and construction. . In some cases, the pipe length is different from the thickness of the floor slab, which increases the number of parts and labor.

【0003】[0003]

【発明が解決しようとする課題】本発明が解決しようと
する課題は、橋梁設計によって変化する各床版厚みに対
して、数種の一定管長の排水配管で対応可能ならしめる
ものである。
The problem to be solved by the present invention is to make it possible to cope with the thickness of each slab, which varies depending on the bridge design, by using several types of drainage pipes having a fixed pipe length.

【0004】[0004]

【課題を解決するための手段】本発明は、各橋梁によっ
て変化する床版厚みに対応して、排水配管の貫通長さを
任意に設定することが可能とするために、固定パイプと
可動パイプの二重構造とした。即ち床版貫通長さに合わ
せて可動パイプの固定パイプへの挿入長さを調節して固
定する構造とした。これによって、各橋梁の床版厚みに
合わせて、予め排水配管長さを固有長さに予め製作して
おく必要がなく、数種の配管製作で全ての床版に対応す
ることが可能とした。
SUMMARY OF THE INVENTION According to the present invention, a fixed pipe and a movable pipe are provided so that the penetration length of a drainage pipe can be arbitrarily set in accordance with the floor slab thickness which varies with each bridge. With a double structure. That is, the length of the movable pipe inserted into the fixed pipe is adjusted and fixed according to the floor slab penetration length. This eliminates the need to manufacture drainage pipe lengths to specific lengths in advance according to the thickness of each bridge slab, making it possible to handle all types of slabs with several types of pipes. .

【0005】上記の二重管構造における固定パイプと可
動パイプの相互の固定方法は,本発明ではゴムなどの弾
性体材料からなるリングを可動パイプの外周側に装着
し、可動パイプと連結している固定ジョイント部品によ
り該リングを管径方向へ伸長する様変形させ、その摩擦
力を利用して固定パイプと可動パイプを固定するもので
ある。逆にリンクの伸長を元に戻すとリングと固定パイ
プおよびそれに連結されている固定ジョイントなどとの
間に隙間を生じ、可動パイプの可動が可能となりあらた
めて排水配管全体の長さの設定が可能となる。
According to the present invention, the fixed pipe and the movable pipe in the double pipe structure are fixed to each other by attaching a ring made of an elastic material such as rubber to the outer peripheral side of the movable pipe and connecting the ring to the movable pipe. The ring is deformed so as to extend in the pipe diameter direction by a fixed joint part, and the fixed pipe and the movable pipe are fixed by utilizing the frictional force. Conversely, if the extension of the link is returned to its original state, a gap is created between the ring and the fixed pipe and the fixed joint connected to it, and the movable pipe can be moved, and the length of the entire drainage pipe can be set again. Become.

【0006】上記のリングは、固定ジョイントにより伸
長した場合は固定、可動の両パイプを固定するが、同時
にその摩擦力によって内装されている可動パイプと外装
されている固定パイプの隙間を埋めて、排水の漏れに対
するシール機能を有することになる。
The above-mentioned ring fixes both fixed and movable pipes when extended by a fixed joint, but at the same time fills the gap between the movable pipe inside and the fixed pipe outside by the frictional force. It has a sealing function against leakage of drainage.

【0007】[0007]

【発明の実施の形態】本発明の具体的な実施の一例を次
に説明する。図1に示した配管装置は215mmから3
20mmまでの床版貫通長さに使用するものである。こ
の場合は、可動パイプ2を固定パイプ1に固定させるた
めの固定ジョイント3を用いている。固定パイプ外周に
オスねじを、固定ジョイント内周にメスねじを切り、ロ
ーレット形式として拘束と解放の機能を果たしている。
ローレット内の隙間には、円形断面を有するゴム製リン
グ4を装着してある。可動パイプの外周には、挿入長さ
を確認するための調節目盛りを設けてある。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An example of a specific embodiment of the present invention will be described below. The piping device shown in FIG.
It is used for floor slab penetration lengths up to 20 mm. In this case, a fixed joint 3 for fixing the movable pipe 2 to the fixed pipe 1 is used. A male screw is cut on the outer periphery of the fixed pipe, and a female screw is cut on the inner periphery of the fixed joint.
A rubber ring 4 having a circular cross section is mounted in the gap in the knurl. An adjustment scale is provided on the outer periphery of the movable pipe to check the insertion length.

【0008】図2に、可動パイプ2を軸方向に移動させ
予め設計されている長さに位置決めする状態を示してい
る。この状態では、固定ジョイント1を締め込んでない
ので、リング4と可動パイプ2の間に隙間があり可動パ
イプは無理なく可動することが可能である。
FIG. 2 shows a state in which the movable pipe 2 is moved in the axial direction and positioned at a previously designed length. In this state, since the fixed joint 1 is not tightened, there is a gap between the ring 4 and the movable pipe 2, and the movable pipe can be moved without difficulty.

【0009】図3に、固定パイプ1と可動パイプ2を固
定した状態を示している。固定ジョイント3を回転させ
て締め込んでゆくと、最後にはリング4が押され変形
し、摩擦力で可動パイプと固定ジョイントが拘束され
て、全体寸法が固定される。この状態では、可動パイプ
内を通る排水は拘束されたリングによりシールされてお
り、外側に漏れることはない。
FIG. 3 shows a state where the fixed pipe 1 and the movable pipe 2 are fixed. When the fixed joint 3 is rotated and tightened, the ring 4 is finally pushed and deformed, and the movable pipe and the fixed joint are restrained by frictional force, so that the overall dimensions are fixed. In this state, the drainage passing through the movable pipe is sealed by the constrained ring and does not leak outside.

【0010】[0010]

【発明の効果】これまでの橋梁床版用の排水配管は、床
版厚みによってその長さを合わせてまちまちの管長さで
製作されており、製作施工に多くの労力を要している。
また床版厚みとは異なる管長さで施工される場合もあ
り、部品数と労力の増加をきたしている。本発明は、橋
梁設計によって変化する各種の床版厚みに対して、数種
の一定管長の配管で対応可能ならしめるものである。
The drainage pipes for bridge floor slabs heretofore have been manufactured with various pipe lengths, the lengths of which are adjusted according to the thickness of the floor slab, and a great deal of labor is required for the production and construction.
In some cases, the pipe length is different from the thickness of the floor slab, which increases the number of parts and labor. The present invention makes it possible to cope with various slab thicknesses that vary depending on the bridge design by using several types of pipes having a constant pipe length.

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

【図1】本発明の床版の排水配管装置図である。FIG. 1 is a diagram of a drainage piping device for a floor slab according to the present invention.

【図2】本発明の可動時の配管装置の説明図である。FIG. 2 is an explanatory view of a piping device in a movable state of the present invention.

【図3】本発明の固定時の配管装置の説明図である。FIG. 3 is an explanatory view of a fixed piping device according to the present invention.

【符号の説明】[Explanation of symbols]

1 固定パイプ 2 可動パイプ 3 固定ジョイント 4 リング 5 フレキシブルジョイント 6 ねじ Reference Signs List 1 fixed pipe 2 movable pipe 3 fixed joint 4 ring 5 flexible joint 6 screw

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 橋梁の床版および舗装部を貫通して排水
する配管で、床版部分に取り付けられた外側の固定パイ
プ(以下固定パイプという)とそれに内挿された可動パ
イプ(以下可動パイプという)からなり、数種の一定長
さの可動パイプを固定パイプへ挿入する時、挿入長さを
設定し固定することで、全体の貫通長さを任意に設定固
定することが可能な、二重管構造をもつ橋梁床版用の排
水配管装置。
1. A pipe for draining through a floor slab and a pavement portion of a bridge, wherein an outer fixed pipe (hereinafter referred to as a fixed pipe) attached to the slab and a movable pipe (hereinafter referred to as a movable pipe) inserted therein. When inserting several types of movable pipes into a fixed pipe, the insertion length can be set and fixed, so that the entire penetration length can be arbitrarily set and fixed. Drainage piping system for bridge decks with heavy pipe structure.
【請求項2】 固定パイプと可動パイプのはめ会い部に
弾性体材料からなるリングを設けてその変形による摩擦
力を利用し、両パイプの固定と可動を任意に可能とし、
加えてシール機能を持たせたことを特徴とする請求項1
に記載の排水管装置。
2. A fixed ring and a movable pipe are provided with a ring made of an elastic material at a fitting portion thereof, and the two pipes can be fixed and movable arbitrarily by utilizing a frictional force due to deformation thereof.
2. A seal function in addition to the above.
A drainage pipe device according to item 1.
JP2001176819A 2001-06-12 2001-06-12 Drain piping device of bridge beam floor slab Pending JP2002363918A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2001176819A JP2002363918A (en) 2001-06-12 2001-06-12 Drain piping device of bridge beam floor slab

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2001176819A JP2002363918A (en) 2001-06-12 2001-06-12 Drain piping device of bridge beam floor slab

Publications (1)

Publication Number Publication Date
JP2002363918A true JP2002363918A (en) 2002-12-18

Family

ID=19017753

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2001176819A Pending JP2002363918A (en) 2001-06-12 2001-06-12 Drain piping device of bridge beam floor slab

Country Status (1)

Country Link
JP (1) JP2002363918A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007247267A (en) * 2006-03-16 2007-09-27 Shoki:Kk Cable protection sheath member to be embedded in bridge road and cable protection sheath to be embedded in bridge road
JP2011111885A (en) * 2009-11-25 2011-06-09 Kyoryo Techno Kk Drainage system of floor slab for pedestrian bridge and bridge

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007247267A (en) * 2006-03-16 2007-09-27 Shoki:Kk Cable protection sheath member to be embedded in bridge road and cable protection sheath to be embedded in bridge road
JP2011111885A (en) * 2009-11-25 2011-06-09 Kyoryo Techno Kk Drainage system of floor slab for pedestrian bridge and bridge

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