JP2007205126A - Drainage pipe for bridge pier - Google Patents

Drainage pipe for bridge pier Download PDF

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Publication number
JP2007205126A
JP2007205126A JP2006028146A JP2006028146A JP2007205126A JP 2007205126 A JP2007205126 A JP 2007205126A JP 2006028146 A JP2006028146 A JP 2006028146A JP 2006028146 A JP2006028146 A JP 2006028146A JP 2007205126 A JP2007205126 A JP 2007205126A
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Japan
Prior art keywords
pier
drainage pipe
bridge pier
drain pipe
fitting
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JP2006028146A
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JP4308826B2 (en
Inventor
Seiichi Sato
清一 佐藤
Yasuharu Nakamoto
康晴 中本
Keiko Tanaka
景子 田中
Shigeharu Kano
重治 狩野
Toru Inatomi
徹 稲富
Yoshiko Sawada
嘉子 澤田
惠 ▲吉▼田
Megumi Yoshida
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NIPPON HOBAS KK
JR East Consultants Co
East Japan Railway Co
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NIPPON HOBAS KK
JR East Consultants Co
East Japan Railway Co
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Priority to JP2006028146A priority Critical patent/JP4308826B2/en
Publication of JP2007205126A publication Critical patent/JP2007205126A/en
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Publication of JP4308826B2 publication Critical patent/JP4308826B2/en
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a bridge pier drainage pipe which improves the appearance of the drainage pipe set on the bridge pier. <P>SOLUTION: The bridge pier drainage pipe includes a back face 51 which has drainage pipe metal fittings 80 fixed thereto, which metal fittings 80 engage with bridge pier metal fittings 90 fitted in advance to the bridge pier 2, a front face 52 which has an almost arcuate section and whose both sides are connected to both ends of the back face 51, and extension portions 53 which are formed consecutively on both ends of the front face 52 to cover the drainage pipe metal fittings 80 and the bridge pier metal fittings 90. Since the front face 52 has the nearly arcuate section, the front face 52 shows no angled part when seen from the front or side, thus offers an appearance better than that of a conventional drainage pipe that has a rectangular section to make an angled part conspicuous. The drainage pipe metal fittings 80 disposed on the back face 51 and the bridge pier metal fittings 90 disposed on the bridge pier 2 are covered with the extension portions 53 to prevent the exposure of these metal fittings, which also improves the appearance of the bridge pier drainage pipe. <P>COPYRIGHT: (C)2007,JPO&INPIT

Description

本発明は橋脚に沿って取り付けられる橋脚用排水管に関する。     The present invention relates to a drainage pipe for a pier attached along a pier.

鉄道等の橋梁上面の雨水等を下方に排水するため、橋梁の裏側より下方に向かう方向に沿って橋脚用排水管が橋脚に設けられている。
この橋脚用排水管として、内部が中空とされた塩化ビニル製の円筒排水管から形成されているものが多く、この排水管を上下に複数直列配置して継ぎ合わせ、これらが橋脚に固定されている。この排水管の固定に際して、排水管の外周を係止する円弧状の係止部と橋脚にボルト止めするための取付片部とが一体に形成された取付金具が利用されている。
In order to drain down rainwater and the like on the upper surface of a bridge such as a railway, a pier drain pipe is provided on the pier along a direction from the back side of the bridge to the lower side.
Many of these drainage pipes for piers are made of a cylindrical drainage pipe made of vinyl chloride whose interior is hollow, and a plurality of these drainage pipes are arranged in series up and down, and these are fixed to the pier. Yes. At the time of fixing the drainage pipe, a mounting bracket in which an arc-shaped locking part for locking the outer periphery of the drainage pipe and a mounting piece part for bolting to the bridge pier are integrally used.

このような排水管は円筒形に形成されているため、通常、角柱状に形成される橋脚とのバランスが悪く、この橋脚全体の外観が損なわれる。
そのため、排水管の露出部を少なくして橋脚の外観を向上させるために、橋脚の橋脚用排水管を取り付ける箇所に凹みを形成し、この凹みの底部に橋脚用金具を固定し、橋脚用排水管の裏面に排水管用金具を固定し、この排水管用金具と橋脚用金具とを互いに係合して前記橋脚用排水管を前記橋脚に取り付け、橋脚用排水管が前記橋脚に取り付けられた状態で前記橋脚の正面から突出しない従来例がある(特許文献1)。
Since such a drain pipe is formed in a cylindrical shape, the balance with the pier formed in a prismatic shape is usually poor, and the appearance of the entire pier is impaired.
Therefore, in order to reduce the exposed part of the drain pipe and improve the appearance of the pier, a dent is formed in the part of the pier where the pier drain pipe is attached, and the pier bracket is fixed to the bottom of the dent, and the pier drain A drain pipe fitting is fixed to the back surface of the pipe, the drain pipe fitting and the pier fitting are engaged with each other, the pier drain pipe is attached to the pier, and the pier drain pipe is attached to the pier. There is a conventional example that does not protrude from the front of the pier (Patent Document 1).

特開2002−220814(図2)JP 2002-220814 (FIG. 2)

特許文献1で示される従来例では、橋脚用排水管は、断面矩形状であるため、その正面部に形成される角部が橋脚に対して目立ってしまい、外観の向上が十分に達成できない。そして、橋脚の橋脚用排水管を取り付ける箇所に凹みを形成しなければならないので、設置する場所が制限される。
従来例の技術を橋脚の凹みのない平坦な場所に適用すると、排水管が断面矩形であるため、それを取り付ける金具が排水管の側部側から露出することになり、排水管の取り付けた状態の外観が損なわれる。
In the conventional example shown in Patent Document 1, since the pier drain pipe has a rectangular cross section, corners formed on the front portion thereof are conspicuous with respect to the pier, and the appearance cannot be sufficiently improved. And since the dent must be formed in the location which attaches the drainage pipe for piers of a pier, the place to install is restrict | limited.
When the technology of the conventional example is applied to a flat place where there is no dent in the pier, the drainage pipe has a rectangular cross section, so the metal fitting to attach it is exposed from the side of the drainage pipe, and the drainage pipe is attached. The appearance of is damaged.

本発明の目的は、橋脚に設置された際の外観を向上させることができる橋脚用排水管を提供することにある。   The objective of this invention is providing the drainage pipe for piers which can improve the external appearance when it is installed in a pier.

本発明の橋脚用排水管は、橋脚に沿って取り付けられる橋脚用排水管であって、前記橋脚に固定された橋脚用金具と互いに係合する排水管用金具が固定される裏面部と、この裏面部の両端部に両側が接続された断面略円弧状の正面部と、この正面部の両端に連続して形成され前記排水管用金具及び前記橋脚用金具を覆う延出部とを備えたことを特徴とする。   The pier drainage pipe of the present invention is a pier drainage pipe that is attached along the pier, and a back surface portion to which a drainage pipe fitting that engages with the pier metal fitting fixed to the pier is fixed, and the back surface thereof. A front portion having a substantially arc-shaped cross-section in which both sides are connected to both ends of the portion, and an extending portion that is continuously formed at both ends of the front portion and covers the drainage pipe fitting and the pier fitting. Features.

本発明では、正面部が断面円弧状に形成されているので、正面あるいは斜めから見た場合に正面部に角部を目視できないから外観が良好となる。そして、裏面部に設けられた排水管用金具と橋脚に設けられた橋脚用金具とは延出部で覆われているため、これらの金具が正面あるいは斜めから排水管を目視した場合に露出しないから、この点からも外観が良好となる。   In the present invention, since the front portion is formed in an arc shape in cross section, when viewed from the front or obliquely, the corner portion cannot be visually observed on the front portion. And since the drainage pipe fittings provided on the back surface and the pier fittings provided on the pier are covered with the extension part, these fittings are not exposed when the drainage pipe is viewed from the front or obliquely. From this point, the appearance is improved.

ここで、本発明では、前記裏面部、前記正面部及び前記延出部はガラス繊維強化プラスチック又は硬質塩化ビニルにより一体形成されている構成が好ましい。
この構成の発明では、押出成形等の成形方法によって橋脚用排水管が容易に形成されることになる。しかも、ガラス繊維強化プラスチック又は硬質塩化ビニルから成形されることで、橋脚用排水管が軽量かつ大きな強度を得ることができる。
Here, in this invention, the structure by which the said back part, the said front part, and the said extension part are integrally formed with the glass fiber reinforced plastic or hard vinyl chloride is preferable.
In the invention of this configuration, the pier drainage pipe is easily formed by a molding method such as extrusion molding. Moreover, by forming from glass fiber reinforced plastic or hard vinyl chloride, the pier drainage pipe can obtain light weight and high strength.

以下、本発明の一実施形態を図面に基づいて説明する。
図1は、鉄道用橋梁1の正断面図であり、図2は、鉄道用橋梁1の側断面図である。
図1及び図2において、橋梁1は平面部1Aとこの平面部1Aの下部に設けられた複数の補強部1Bとを備えている。隣り合う補強部1Bの間には橋梁1を支持する橋脚2が設けられ、この橋脚2は基礎の上に立設されている。
平面部1Aの上面には鉄道用レール3Aが載置されたレール載置部3が設けられている。
橋脚2は略角柱状に形成されており、その側面は平面状に形成されている。
レール載置部3の近傍にはドレンボックス4が橋梁1に設けられており、このドレンボックス4には橋脚用排水管5及び接続用排水管61〜65からなる排水路が接続されている。つまり、橋梁1の上面に降った雨や雪が溶けた水は、橋梁1のドレンボックス4に集まり、ここから橋脚2の一方の壁面に沿って設けられた橋脚用排水管5及び接続管61〜65の内部を流下して橋脚2の下に設けられた溝7に流れる。
Hereinafter, an embodiment of the present invention will be described with reference to the drawings.
FIG. 1 is a front sectional view of a railway bridge 1, and FIG. 2 is a side sectional view of the railway bridge 1.
1 and 2, the bridge 1 includes a flat portion 1A and a plurality of reinforcing portions 1B provided below the flat portion 1A. A bridge pier 2 that supports the bridge 1 is provided between the adjacent reinforcing portions 1B, and the bridge pier 2 is erected on the foundation.
On the upper surface of the flat surface portion 1A, a rail mounting portion 3 on which a rail for rail 3A is mounted is provided.
The pier 2 is formed in a substantially prismatic shape, and its side surface is formed in a flat shape.
A drain box 4 is provided on the bridge 1 in the vicinity of the rail mounting portion 3, and a drainage channel including a pier drainage pipe 5 and connection drainage pipes 61 to 65 is connected to the drain box 4. That is, the rain and snow melted on the upper surface of the bridge 1 gathers in the drain box 4 of the bridge 1, and from here the pier drain pipe 5 and the connection pipes 61-61 provided along one wall surface of the pier 2. It flows down the interior of 65 and flows into a groove 7 provided under the pier 2.

ドレンボックス4にはステンレス製取付金具611で橋梁1の裏面に取り付けられた第1の接続用排水管61の一端部側が接続され、この第1の接続用排水管61の他端部にはステンレス製取付金具621で橋脚2の側面に取り付けられた第2の接続用排水管62が接続されている。
この第2の接続用排水管62の他端部にはステンレス製取付金具631で橋梁1の補強部1Bの側面に取り付けられた第3の接続用排水管63が接続され、この第3の接続用排水管63の他端部にはステンレス製取付金具641で橋脚2の側面に取り付けられた第4の接続用排水管64が接続されている。
この第4の接続用排水管64の他端部には橋脚用排水管5が接続され、この橋脚用排水管5は上下2本が直列接続されている。下側に配置された橋脚用排水管5の他端部は第5の接続用排水管65が接続され、この第5の接続用排水管65の他端部が溝7に向けて開口されている。
One end of a first connection drain pipe 61 attached to the back surface of the bridge 1 is connected to the drain box 4 with a stainless steel fitting 611, and the other end of the first connection drain pipe 61 is made of stainless steel. A second connection drain pipe 62 attached to the side surface of the pier 2 is connected by a metal fitting 621.
A third connection drain pipe 63 attached to the side surface of the reinforcing portion 1B of the bridge 1 is connected to the other end portion of the second connection drain pipe 62 with a stainless steel fitting 631. This third connection The other end of the drainage pipe 63 is connected to a fourth connection drainage pipe 64 attached to the side surface of the pier 2 with a stainless steel fitting 641.
A bridge pier drain pipe 5 is connected to the other end of the fourth connection drain pipe 64, and two upper and lower pier drain pipes 5 are connected in series. A fifth connecting drain pipe 65 is connected to the other end of the pier drain pipe 5 disposed on the lower side, and the other end of the fifth connecting drain pipe 65 is opened toward the groove 7. Yes.

図3及び図4には橋脚排水管5の詳細な構造が示されている。
図3は橋脚用排水管5の水平断面図、図4は橋脚用排水管5を橋脚2に取り付ける状態を示す分解斜視図である。
図3において、橋脚用排水管5は、橋脚2の壁面に対向配置される断面略直線状の裏面部51と、この裏面部51の両側縁部に両端部が接続された正面部52と、この正面部52の両端にそれぞれ連続して形成された延出部53とを備え、これらの裏面部51、正面部52及び延出部53はガラス繊維強化プラスチック(FRP)から押出成形、その他の成形手段によって一体形成されている。裏面部51、正面部52及び延出部53はそれぞれ厚み寸法が略等しい。ここで、正面部52の断面形状は略円弧状であればよく、例えば、半円状でもよい。
裏面部51と正面部52との間に形成される空間は雨水を流通させる空間である。延出部53は正面部52に対して略直交している。
橋脚用排水管5は複数個(図1、2では2個)上下に連結されているが、橋脚用排水管5の両端には、内側に図示しない接続用ソケットが取り付けられており、このソケットの先端には漏水防止を目的としてゴムパッキン(図示せず)が設けられている。
3 and 4 show the detailed structure of the pier drain pipe 5.
FIG. 3 is a horizontal sectional view of the pier drain pipe 5, and FIG. 4 is an exploded perspective view showing a state where the pier drain pipe 5 is attached to the pier 2.
In FIG. 3, the pier drain pipe 5 includes a back surface portion 51 having a substantially linear cross section disposed opposite to the wall surface of the pier 2, and a front surface portion 52 having both ends connected to both side edges of the back surface portion 51, The front part 52 is provided with an extension part 53 formed continuously at both ends, and the back part 51, the front part 52 and the extension part 53 are extruded from glass fiber reinforced plastic (FRP). It is integrally formed by molding means. The back surface portion 51, the front surface portion 52, and the extending portion 53 have substantially the same thickness dimension. Here, the cross-sectional shape of the front part 52 should just be a substantially circular arc shape, for example, may be a semicircle shape.
A space formed between the back surface portion 51 and the front surface portion 52 is a space through which rainwater flows. The extension part 53 is substantially orthogonal to the front part 52.
A plurality of bridge pier drain pipes 5 (two in FIGS. 1 and 2) are connected vertically, and connection sockets (not shown) are attached to both ends of the pier drain pipe 5 inside. A rubber packing (not shown) is provided at the tip of the for the purpose of preventing water leakage.

図4に示される通り、裏面部51には排水管用金具80が所定箇所に複数個固定されている。この排水管用金具80は、裏面部51の裏面に接着剤あるいはボルト止め等の適宜な手段で固定される取付片部81と、この取付片部81と一体形成されるとともに裏面部51から所定寸法離反して配置される係止片部82とを有する。
橋脚2の排水管用金具80と対向する位置には橋脚用金具90が固定されている。
この橋脚用金具90は、橋脚2に埋設されたアンカー91(図3参照)と、このアンカー91に係止される取付金具本体92と、この取付金具本体92をアンカー91に取り付けるボルト93とを備える。
アンカー91は、橋脚2の壁面に打ち込むと底部が拡張してしっかりと橋脚2に食い込む構造とされる。
As shown in FIG. 4, a plurality of drain pipe fittings 80 are fixed to the back surface 51 at predetermined locations. The drain pipe fitting 80 is fixed to the back surface of the back surface 51 by an appropriate means such as adhesive or bolting, and is integrally formed with the mounting piece 81 and has a predetermined dimension from the back surface 51. And a locking piece portion 82 that is disposed apart.
A pier metal fitting 90 is fixed at a position facing the drain pipe metal fitting 80 of the pier 2.
The pier fitting 90 includes an anchor 91 (see FIG. 3) embedded in the pier 2, a mounting metal body 92 that is locked to the anchor 91, and a bolt 93 that attaches the mounting metal body 92 to the anchor 91. Prepare.
When the anchor 91 is driven into the wall surface of the pier 2, the bottom portion expands to firmly bite into the pier 2.

取付金具本体92は、橋脚2へ取り付ける取付片部92Aと、この取付片部92Aと一体形成され橋脚2との間に所定のスペースが設けられ排水管用金具80の係止片部82が係止されるコ字状本体92Bとを備えて形成される。
図3に示される通り、取付金具本体91の幅寸法は裏面部51の幅寸法よりも短い。
延出部53は、その先端から正面部52の裏面までの寸法がDである。この寸法Dは排水管用金具80及び橋脚用金具90を覆うに十分な長さであるとともに橋脚用排水管5を橋脚2に設置した際に延出部53の先端が橋脚2の壁面と干渉しない長さとされる。
The mounting bracket main body 92 has a mounting piece portion 92A to be attached to the pier 2 and a predetermined space provided between the mounting piece portion 92A and the pier 2 so that the locking piece portion 82 of the drain pipe fitting 80 is locked. The U-shaped main body 92B is formed.
As shown in FIG. 3, the width dimension of the mounting bracket main body 91 is shorter than the width dimension of the back surface portion 51.
The extension part 53 has a dimension D from the tip thereof to the back surface of the front part 52. This dimension D is long enough to cover the drain pipe fitting 80 and the pier fitting 90, and the tip of the extension 53 does not interfere with the wall surface of the pier 2 when the pier drain pipe 5 is installed on the pier 2. It is said to be length.

第1から第5の接続用排水管61〜65の具体的な構造について説明する。
図1に示される通り、第1の接続用排水管61はFRPから直線上に延びた筒状に形成されており、その断面は橋梁1の底面と対向する平板状の裏面部と略円弧状の正面部とが一体に形成された略半円形である。第1の接続用排水管61の一端は蓋で閉塞されており、裏面部の一部にはドレンボックス4との接続用筒部61Aが形成されている。
図5には第2の接続用排水管62から第4の接続用排水管64の構成がそれぞれ示されている。
図5(A)には第2の接続用排水管62が示されている。図5(A)において、第2の接続用排水管62は、その断面は橋梁1の底面と対向する平板状の裏面部と略円弧状の正面部とが一体に形成された略半円形であり、一端部が第1の接続用排水管61と接続される水平部62Aと、この水平部62Aと接続された折曲部62Bと、この折曲部62Bと接続された垂直部62Cとを備えている。これらの部材はFRPから一体形成されている。曲線部62Bは正面側の曲率より裏面側の曲率がやや大きい。
A specific structure of the first to fifth connecting drain pipes 61 to 65 will be described.
As shown in FIG. 1, the first connection drain pipe 61 is formed in a cylindrical shape extending linearly from the FRP, and the cross section thereof is a flat plate-like back surface portion facing the bottom surface of the bridge 1 and a substantially arc shape. It is a substantially semicircular shape integrally formed with the front part. One end of the first connecting drain pipe 61 is closed with a lid, and a connecting cylinder part 61 </ b> A for connecting to the drain box 4 is formed on a part of the back surface part.
FIG. 5 shows configurations of the second connection drain pipe 62 to the fourth connection drain pipe 64, respectively.
FIG. 5A shows a second connection drain pipe 62. 5A, the second connecting drain pipe 62 has a substantially semicircular cross section in which a flat plate-like back surface portion facing the bottom surface of the bridge 1 and a substantially arc-shaped front surface portion are integrally formed. A horizontal portion 62A having one end connected to the first connection drain pipe 61, a bent portion 62B connected to the horizontal portion 62A, and a vertical portion 62C connected to the bent portion 62B. I have. These members are integrally formed from FRP. The curved portion 62B has a slightly larger curvature on the back side than the curvature on the front side.

図5(B)には第3の接続用排水管63が示されている。図5(B)において、第3の接続用排水管63は、その断面は橋梁1の底面と対向する平板状の裏面部と略円弧状の正面部とが一体に形成された略半円形であり、一端部が第2の接続用排水管62と接続される垂直部63Aと、この垂直部63Aと接続された第1の折曲部63Bと、この第1の折曲部63Bと接続された第1の水平部63Cと、この第1の水平部63Cと接続された第2の折曲部63Dと、この第2の折曲部63Dと接続された第2の水平部63Eとを備えている。これらの部材はFRPから一体形成されている。
第1の折曲部63Bは垂直部63Aと第1の折曲部63Bとの軸線同士を鉛直面内で略直交させるものであり、正面側の曲率より裏面側の曲率がやや大きい。
第2の折曲部63Dは第1の折曲部63Bと第2の折曲部64Dとの軸線同士を水平面内で略直交させるものである。
FIG. 5B shows a third connection drain pipe 63. 5B, the third drainage pipe 63 for connection has a substantially semi-circular cross section in which a flat plate-like back surface portion facing the bottom surface of the bridge 1 and a substantially arc-shaped front surface portion are integrally formed. Yes, one end of which is connected to the second connecting drain pipe 62, the vertical portion 63A, the first bent portion 63B connected to the vertical portion 63A, and the first bent portion 63B. A first horizontal part 63C, a second bent part 63D connected to the first horizontal part 63C, and a second horizontal part 63E connected to the second bent part 63D. ing. These members are integrally formed from FRP.
The first bent portion 63B is configured to make the axes of the vertical portion 63A and the first bent portion 63B substantially orthogonal to each other in the vertical plane, and the curvature on the back side is slightly larger than the curvature on the front side.
The second bent portion 63D is configured to make the axes of the first bent portion 63B and the second bent portion 64D substantially orthogonal to each other in a horizontal plane.

図5(C)には第4の接続用排水管64が示されている。図5(C)において、第4の接続用排水管64は、その断面は裏面部と略円弧状の正面部とが一体に形成された略半円形であり、一端部が第3の接続用排水管63と接続される第1の直線部64Aと、この第1の直線部64Aと接続された折曲部64Bと、この折曲部64Bと接続された第2の直線部64Cとを備えている。これらの部材はFRPから一体形成されている。曲線部62Bは正面側の曲率より裏面側の曲率がやや大きい。
図1において、第5の接続用排水管65は、その断面は裏面部と略円弧状の正面部とが一体に形成された略半円形であり、水平部65Aと垂直部65Bとが折り曲げて形成される。
FIG. 5C shows a fourth connection drain pipe 64. In FIG. 5C, the fourth connecting drain pipe 64 has a substantially semicircular shape in which the back surface portion and the substantially arc-shaped front portion are integrally formed, and one end portion is for the third connection. A first straight portion 64A connected to the drain pipe 63, a bent portion 64B connected to the first straight portion 64A, and a second straight portion 64C connected to the bent portion 64B are provided. ing. These members are integrally formed from FRP. The curved portion 62B has a slightly larger curvature on the back side than the curvature on the front side.
In FIG. 1, the fifth connecting drain pipe 65 has a substantially semicircular cross section in which a back surface portion and a substantially arc-shaped front surface portion are integrally formed, and a horizontal portion 65A and a vertical portion 65B are bent. It is formed.

このような本実施形態によれば、以下のような効果がある。
(1)橋脚2に予め取り付けられた橋脚用金具90と互いに係合する排水管用金具80が固定される裏面部51と、この裏面部51の両端部に断面略円弧状の正面部52の両側を接続し、この正面部52の両端に連続して形成され排水管用金具80及び前記橋脚用金具90を覆う延出部53とを備えて橋脚用排水管5を構成した。そのため、正面部52が断面円弧状に形成されているので、正面あるいは側方から見た場合に正面部52に角部が目視できず、従来の角部が目立つ断面矩形状の排水管に比べて外観が良好となる。しかも、裏面部51に設けられた排水管用金具80と橋脚2に設けられた橋脚用金具90とは延出部53で覆われているため、これらの金具が露出しないから、この点からも外観が良好となる。
According to this embodiment, there are the following effects.
(1) A back surface portion 51 to which a drainage pipe fitting 80 that engages with a pier fitting 90 attached in advance to the pier 2 is fixed, and both sides of a front portion 52 having a substantially arc-shaped cross section at both ends of the back surface portion 51. The pier drainage pipe 5 is configured to include the drainage pipe fitting 80 and the extending part 53 that covers the pier fitting 90 and is formed continuously at both ends of the front portion 52. Therefore, since the front portion 52 is formed in an arc shape in cross section, when viewed from the front or side, the corner portion is not visible in the front portion 52, and compared with a drain pipe having a rectangular cross section in which the conventional corner portion is conspicuous. Appearance is improved. In addition, since the drain pipe fitting 80 provided on the back surface 51 and the pier fitting 90 provided on the pier 2 are covered with the extending portion 53, these fittings are not exposed. Becomes better.

(2)裏面部51、正面部52及び延出部53は一体形成されている。そのため、押出成形等の適宜な手段により橋脚用排水管5が容易に形成されることになる。
(3)裏面部51、正面部52及び延出部53はガラス繊維強化プラスチックから成形されるから、橋脚用排水管5を軽量かつ大きな強度とすることができる。
(2) The back part 51, the front part 52, and the extension part 53 are integrally formed. Therefore, the pier drain pipe 5 is easily formed by an appropriate means such as extrusion.
(3) Since the back part 51, the front part 52, and the extension part 53 are shape | molded from a glass fiber reinforced plastic, the drainage pipe 5 for piers can be made lightweight and big intensity | strength.

(4)橋脚用排水管5だけでなく接続用排水管61〜65もFRP製としたから、隣り合う排水管での線膨張率の相違がないから、温度変化によって管の接続部分が外れることがない。
(5)橋脚用排水管5だけでなく接続用排水管61〜65も円弧状断面を有する正面部を備えて構成したから、橋梁1や橋脚2に取り付けられる排水管が全体として統一のとれたデザインとされるから、外観が良好となる。
(6)接続用排水管61〜64の折曲部の曲率を裏面側に比べて正面側を小さくしたから、接続用排水管61〜64の角部の曲面を強調することになり、外観が向上する。
(4) Since not only the pier drain pipe 5 but also the connection drain pipes 61 to 65 are made of FRP, there is no difference in the coefficient of linear expansion between adjacent drain pipes, and the connecting portion of the pipe is disconnected due to temperature change. There is no.
(5) Since not only the drainage pipe 5 for the pier but also the drainage pipes 61 to 65 for connection are provided with a front portion having an arc-shaped cross section, the drainage pipes attached to the bridge 1 and the pier 2 can be unified as a whole. The appearance is good because it is designed.
(6) Since the curvature of the bent portions of the connecting drain pipes 61 to 64 is made smaller on the front side compared to the back side, the curved surfaces of the corners of the connecting drain pipes 61 to 64 are emphasized, and the appearance is improves.

なお、本発明は前記実施形態に限定されるものではなく、本発明の目的を達成できる他の構成等を含み、以下に示すような変形なども本発明に含まれる。
例えば、前記実施形態では、橋脚用排水管5と橋脚2の取付場所及びその個数は限定されるものではなく、橋脚2の構造や大きさに応じて適宜設定されるものである。
また、前記実施形態では、鉄道用の橋脚2について説明したが、道路用、その他の用途で用いられる橋脚にも適用することができる。
In addition, this invention is not limited to the said embodiment, Other modifications etc. which can achieve the objective of this invention are included, The deformation | transformation etc. which are shown below are also contained in this invention.
For example, in the said embodiment, the attachment location and the number of the pier drain pipe 5 and the pier 2 are not limited, and are appropriately set according to the structure and size of the pier 2.
Moreover, although the said embodiment demonstrated the bridge pier 2 for railroads, it is applicable also to the pier used for roads and other uses.

そして、前記実施形態では、橋脚用排水管5をFRPから形成したが、本発明では、橋脚用排水管5をFRP以外の合成樹脂、例えば、塩ビ(塩化ビニル)から形成してもよく、合成樹脂に代えて金属から形成してもよい。
また、裏面部51、正面部52及び延出部53を一体形成するものに限定されるものではなく、これらの部材を別々に製造し、接着剤等で互いに固定する構成でもよい。
In the embodiment, the pier drain pipe 5 is formed from FRP. However, in the present invention, the pier drain pipe 5 may be formed from a synthetic resin other than FRP, for example, vinyl chloride (vinyl chloride). Instead of resin, it may be formed from metal.
Moreover, it is not limited to what integrally forms the back surface part 51, the front part 52, and the extension part 53, The structure which manufactures these members separately and fixes them with an adhesive agent etc. may be sufficient.

さらに、排水管用金具80及び橋脚用金具90も前記実施形態の構成に限定されるものではなく、例えば、橋脚用排水管5に橋脚用金具90の構成の金具を採用し、橋脚2に排水管用金具80の構成を採用するものでもよい。   Further, the drainage pipe fitting 80 and the pier fitting 90 are not limited to the configuration of the above-described embodiment. For example, a fitting having the construction of the pier fitting 90 is adopted for the pier drainage pipe 5 and the drainage pipe for the pier 2 is used. The structure of the metal fitting 80 may be adopted.

本発明は鉄道用や道路用の橋脚に利用することができる。   The present invention can be used for a railway or road pier.

本発明の一実施形態における橋脚用排水管が取り付けられた橋梁の正断面図である。It is a front sectional view of the bridge to which the drainage pipe for piers in one embodiment of the present invention is attached. 前記橋梁の側断面図である。It is a sectional side view of the bridge. 橋脚用排水管の水平断面図である。It is a horizontal sectional view of a pier drain pipe. 橋脚用排水管を橋脚に取り付ける状態を示す分解斜視図である。It is a disassembled perspective view which shows the state which attaches the pier drainage pipe to a pier. 接続用排水管の概略構成図である。It is a schematic block diagram of the drainage pipe for connection.

符号の説明Explanation of symbols

1…橋梁
2…橋脚
5…橋脚排水管
51…裏面部
52…正面部
53…延出部
80…排水管用金具
90…橋脚用金具
DESCRIPTION OF SYMBOLS 1 ... Bridge 2 ... Bridge pier 5 ... Pier pier drain pipe 51 ... Back surface part 52 ... Front part 53 ... Extension part 80 ... Drain pipe metal fitting 90 ... Pier pier metal fitting

Claims (2)

橋脚に沿って取り付けられる橋脚用排水管であって、
前記橋脚に固定された橋脚用金具と互いに係合する排水管用金具が固定される裏面部と、この裏面部の両端部に両側が接続された断面略円弧状の正面部と、この正面部の両端に連続して形成され前記排水管用金具及び前記橋脚用金具を覆う延出部とを備えたことを特徴とする橋脚用排水管。
A pier drain pipe installed along the pier,
A rear part to which a drainage pipe fitting that engages with the bridge pier fitting fixed to the pier is fixed, a front part having a substantially arc-shaped cross section having both sides connected to both ends of the rear part, and A pier drainage pipe, comprising: a drain pipe fitting continuously formed at both ends; and an extending portion that covers the pier fitting.
請求項1に記載した橋脚用排水管において、
前記裏面部、前記正面部及び前記延出部はガラス繊維強化プラスチック又は硬質塩化ビニルから一体形成されていることを特徴とする橋脚用排水管。
In the drainage pipe for pier according to claim 1,
The drainage pipe for a pier, wherein the back surface portion, the front surface portion, and the extending portion are integrally formed of glass fiber reinforced plastic or hard vinyl chloride.
JP2006028146A 2006-02-06 2006-02-06 Drainage pipe for pier Expired - Fee Related JP4308826B2 (en)

Priority Applications (1)

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JP2006028146A JP4308826B2 (en) 2006-02-06 2006-02-06 Drainage pipe for pier

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2006028146A JP4308826B2 (en) 2006-02-06 2006-02-06 Drainage pipe for pier

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JP4308826B2 JP4308826B2 (en) 2009-08-05

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010138645A (en) * 2008-12-12 2010-06-24 Hokkaido Railway Co Drain pipe for bridge pier

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010138645A (en) * 2008-12-12 2010-06-24 Hokkaido Railway Co Drain pipe for bridge pier

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