JP2000261944A - Pipe pillow - Google Patents

Pipe pillow

Info

Publication number
JP2000261944A
JP2000261944A JP6464999A JP6464999A JP2000261944A JP 2000261944 A JP2000261944 A JP 2000261944A JP 6464999 A JP6464999 A JP 6464999A JP 6464999 A JP6464999 A JP 6464999A JP 2000261944 A JP2000261944 A JP 2000261944A
Authority
JP
Japan
Prior art keywords
pipe
pillow
tube
bridge
pedestal
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.)
Granted
Application number
JP6464999A
Other languages
Japanese (ja)
Other versions
JP3313660B2 (en
Inventor
Toshiki Okauji
敏樹 岡氏
Toshiyasu Fukuya
利保 福屋
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.)
Kurimoto Ltd
Original Assignee
Kurimoto 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 Kurimoto Ltd filed Critical Kurimoto Ltd
Priority to JP6464999A priority Critical patent/JP3313660B2/en
Publication of JP2000261944A publication Critical patent/JP2000261944A/en
Application granted granted Critical
Publication of JP3313660B2 publication Critical patent/JP3313660B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Laying Of Electric Cables Or Lines Outside (AREA)
  • Electric Cable Installation (AREA)

Abstract

PROBLEM TO BE SOLVED: To support in desired angle the lengthwise direction of a pipe for the lengthwise direction of a pipe pillow. SOLUTION: Pipe pillows 10, 20, 30 are formed of fixing members 11, 21, 31 and receptor 12, and the receptor 12 is provided freely rotatably around a shaft provided in the vertical direction for the fixing members 11, 21, 31. Even if the lengthwise direction of a beam (h) of bridge and a pipe P is inclined, rotation of the receptor 12 copes with such an inclination. In this way, the rotation of the receptor 12 is coped with the flexure running when a multiple- hole pipe is laid within a tunnel by carrying the pipe with a truck.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】この発明は、電力ケーブル又
は通信ケーブルが挿通される管の管枕、その管固定構造
及び多孔管路の地中配管方法に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a pipe pillow for inserting a power cable or a communication cable, a pipe fixing structure thereof, and an underground piping method for a perforated pipe.

【0002】[0002]

【従来の技術】近年、電力ケーブル、通信ケーブルは、
美観上およびケーブル保護のため、管内に挿通して、橋
梁に添架したり、また、地中内に布設される場合が多
い。例えば、図18、図19に示すように、橋台又は橋
脚D上に支承cを介して載置された主桁E内に複数列・
複数段に前記保護管Pを配設して橋梁に添架される。す
なわち、図18に示す主桁Eは、図23乃至図25に示
すようにその梁h上に管Pを配設し、図19に示す主桁
Eには、図26に示すように吊杆eを介して吊設する。
図中、Bは路床である。
2. Description of the Related Art In recent years, power cables and communication cables have been
For aesthetic purposes and to protect cables, they are often inserted into pipes, attached to bridges, or laid underground. For example, as shown in FIGS. 18 and 19, a plurality of rows are provided in a main girder E mounted on an abutment or pier D via a bearing c.
The protective tubes P are arranged in a plurality of stages and are attached to a bridge. In other words, the main girder E shown in FIG. 18 has a pipe P disposed on its beam h as shown in FIGS. 23 to 25, and the main girder E shown in FIG. e.
In the figure, B is a roadbed.

【0003】その保護管Pは、FRPなどから成り、図
20に示すように、複数列・複数段に並列積層した多孔
管路Aとして構成される。その多孔管路Aは、一般に、
最下段の管枕30上に所要本数の管Pを並列し、その並
列管P上に中間管枕20を介在して、並列管Pを所要段
積層し、その最上段に管枕(最上段管枕)10を載置
し、各管枕10、20、30の両端にボルトバー40を
挿し通してボルト・ナット締めしたものであり、その管
枕などによる管Pの一体化は管路の所要長さ間隔で行わ
れる。
[0003] The protective tube P is made of FRP or the like, and as shown in FIG. 20, is configured as a multi-line, multi-stage, perforated pipeline A. The perforated conduit A is generally
A required number of pipes P are arranged in parallel on the lowermost pipe pillow 30, the parallel pipes P are stacked on the parallel pipe P with an intermediate pipe pillow 20 interposed therebetween, and the uppermost row of pipe pillows (top row) A pipe pillow) 10 is placed, and bolt bolts 40 are inserted through both ends of each of the pipe pillows 10, 20, and 30 and bolts and nuts are tightened. Done at length intervals.

【0004】これらの管路を構成する従来の管枕10、
20、30は、図21及び図22に示すように棒状部材
の上面、下面又は両面に管Pが嵌まる凹部1を形成した
ものである。図21の管枕10、20、30は、管枕の
長さ方向に対し、管Pの長さ方向が直交する場合に使用
され、図22の管枕10、20、30は、管枕の長さ方
向に対し、管Pの長さ方向が直交から左右に傾く場合に
使用される。
[0004] Conventional pipe pillows 10 constituting these pipes,
Reference numerals 20 and 30 each have a recess 1 in which the pipe P is fitted on the upper surface, the lower surface, or both surfaces of the rod-shaped member, as shown in FIGS. The pipe pillows 10, 20, and 30 in FIG. 21 are used when the length direction of the pipe P is orthogonal to the length direction of the pipe pillow, and the pipe pillows 10, 20, and 30 in FIG. It is used when the length direction of the pipe P is inclined right and left with respect to the length direction.

【0005】[0005]

【発明が解決しようとする課題】上記構成の多孔管路A
は、橋梁に添架されたり、トンネル、トラフに配置され
る際、最下段又は最上段の管枕30、10を橋梁又は地
盤に固着して固定化が図られる。その際、管枕の長さ方
向と管Pの長さ方向が直角ではなく、種々の角度を有し
たり、管Pが上下に折曲する場合がある。例えば、橋梁
への添架においては、管枕の間隔に対応する梁hが管の
長さ方向に直交しなかったり(図23)、何らかの事情
で、管Pを屈曲したり、梁hを斜めに設けなければなら
ず(図24、25)、橋梁H(主桁E)の梁hの長さ方
向と管Pの長さ方向とが一定の傾きでない場合が多い。
この場合には、図22で示す管枕10、20、30の凹
部1の軸方向をその各傾きに対応したものにする必要が
ある。従来では、その傾きの異なる管枕を各種用意した
り、凹部1を切削して所要の傾きとなるようにしてい
る。前者の各種類の管枕を用意するのはコスト高とな
り、後者の切削は、作業性も悪く、煩わしい。
The perforated conduit A having the above structure
When being mounted on a bridge or placed in a tunnel or a trough, the lowermost or uppermost pipe pillows 30, 10 are fixed to the bridge or the ground to be fixed. At this time, the length direction of the pipe pillow and the length direction of the pipe P are not right angles but may have various angles, or the pipe P may be bent up and down. For example, when attaching to a bridge, the beam h corresponding to the distance between the pipe pillows is not orthogonal to the length direction of the pipe (FIG. 23), or for some reason, the pipe P is bent or the beam h is inclined. It must be provided (FIGS. 24 and 25), and in many cases, the length direction of the beam h of the bridge H (main girder E) and the length direction of the pipe P are not fixed.
In this case, it is necessary to make the axial direction of the concave portion 1 of the tube pillows 10, 20, 30 shown in FIG. 22 correspond to each inclination. Conventionally, various types of pipe pillows having different inclinations are prepared, or the concave portion 1 is cut so as to have a required inclination. Preparing each type of tube pillow of the former is costly, and cutting of the latter has poor workability and is cumbersome.

【0006】また、図18に示すように、端支点部(同
図(a))と中間支点部(同図(b))の主桁Eの梁h
の構成相違により管路Aを上下に屈曲して通さなければ
ならなかったり、図26に示すように、突起などの構造
物を避けるため、管路Aを上下に屈曲しなければならな
い場合がある。この管路Aが、横方向のみならず上下方
向にも屈曲する場合、管枕30を橋梁の梁hにその屈曲
に対応して傾斜状態で固定できればよいが、そのような
場合は少なく、一般的には、その傾きに応じた管枕を各
種用意したり、現場において凹部1を適宜に切削して対
応しているのが実情である。このため、上述と同様に、
コスト高となる等の問題がある。
As shown in FIG. 18, a beam h of a main girder E at an end fulcrum (FIG. 1A) and an intermediate fulcrum (FIG. 1B).
26, the pipe A must be bent up and down, and as shown in FIG. 26, the pipe A must be bent up and down to avoid structures such as protrusions. . When the pipe A is bent not only in the horizontal direction but also in the vertical direction, it is sufficient that the pipe pillow 30 can be fixed to the bridge h of the bridge in an inclined state corresponding to the bending. More specifically, the actual situation is that various types of pipe pillows are prepared according to the inclination, and the concave portion 1 is appropriately cut at the site to cope with the situation. Therefore, as described above,
There are problems such as an increase in cost.

【0007】さらに、多孔管路Aは、図17に示すよう
に組み込んだ状態で台車Dに載せ、それをトンネルT内
に送り込んで地中配管する場合がある。この場合、トン
ネルTは直線のみならず、屈曲(わん曲)している場合
があり、その場合の屈曲走行に対する管枕の対応が問題
となる。すなわち、最下段の管枕を介して多孔管路Aを
台車Dに載せると、屈曲走行の際、その屈曲走行に従う
台車Dと曲り得ない管Pを支える管枕の間に捩れが生じ
る。このため、従来では、管枕30と台車Dの間、又は
台車Dの車輪にその捩れを吸収する回転機構を設けてい
る。
Further, there is a case where the perforated pipeline A is mounted on a bogie D in a state of being assembled as shown in FIG. 17, and is then sent into a tunnel T for underground piping. In this case, the tunnel T may be bent (curved) as well as a straight line. In this case, there is a problem in how the pipe pillow responds to bending and running. That is, when the perforated pipeline A is placed on the truck D via the lowermost tube pillow, a twist occurs between the truck D following the curved traveling and the tube pillow that supports the pipe P that cannot bend when the vehicle is bent. For this reason, conventionally, a rotation mechanism for absorbing the twist is provided between the tube pillow 30 and the truck D or on the wheels of the truck D.

【0008】この発明は、上記の実情の下、管枕の長さ
方向に対する管の長さ方向の種々の傾むきに容易に対応
し得るようにすることを第1の課題とし、台車によるこ
の種の多孔管路の地中配管における屈曲走行に対する管
枕の新規な対応構造を提供することを第2の課題とす
る。
The first object of the present invention is to make it possible to easily cope with various inclinations in the longitudinal direction of the tube with respect to the longitudinal direction of the tube pillow under the above-mentioned circumstances. A second object of the present invention is to provide a novel structure of a pipe pillow for bending traveling of underground piping of a kind of perforated pipeline.

【0009】[0009]

【課題を解決するための手段】上記第1の課題を解決す
るために、この発明は、管枕を、管の外面周方向に当て
がわれる受台と、その受台を支える部材とから構成し、
その受台をその支え部材に対し上下方向の軸周りに回転
可能としたのである。
In order to solve the above-mentioned first problem, the present invention provides a pipe pillow comprising a receiving table which is applied in a circumferential direction of an outer surface of a pipe, and a member which supports the receiving table. And
The cradle is rotatable about the vertical axis with respect to the support member.

【0010】このように、受台が回転可能であると、管
枕の長さ方向と管の長さ方向の傾むきに対応して受台を
回転させることができ、支え部材は管の長さ方向に対し
任意の傾きの個所に固着し得る。このとき、受台は回転
自在のままでよいが、例えば、ボルト・ナットの取付け
構成とし、ナットを弛めて所要の角度とし、その後、ナ
ットを締めて固定するようにもし得る。すなわち、回転
可能は、回転自在も含んで、受台を何らかで回転して任
意の位置に設定し得ればよく、回転自在は常に任意の位
置に回転し得る。
As described above, when the cradle is rotatable, the cradle can be rotated in accordance with the inclination of the tube pillow in the longitudinal direction and the longitudinal direction of the tube. It can be fixed at any inclination with respect to the vertical direction. At this time, the cradle may be left rotatable. For example, a bolt and a nut may be attached, the nut may be loosened to a required angle, and then the nut may be tightened and fixed. That is, the rotatable condition includes a freely rotatable condition, as long as the receiving table can be rotated in any way and set to an arbitrary position, and the rotatable condition can always be rotated to an arbitrary position.

【0011】また、受台をその支え部材の長さ方向の軸
周りに回転可能とすれば、管枕に対する管の長さ方向の
上下の傾むきにも対応し得る。
[0011] Further, if the receiving table is rotatable about the longitudinal axis of the supporting member, it is possible to cope with the vertical inclination of the pipe with respect to the pipe pillow in the longitudinal direction.

【0012】これらの管枕において、受台を上下方向軸
周り又は横方向軸周りに回転自在とすれば、管枕と管の
捩れに対してもその受台の回転によって対応し得る。こ
のため、この管枕を介して台車に多孔管路を取付けれ
ば、トンネル内の屈曲走行にも対応し得る。すなわち、
第2の課題を解決することができる。
In these tube pillows, if the pedestal is made rotatable about the vertical axis or the horizontal axis, the torsion between the tube pillow and the pipe can be dealt with by rotation of the pedestal. For this reason, if a perforated pipeline is attached to the bogie via this pipe pillow, it is possible to cope with bending running in a tunnel. That is,
The second problem can be solved.

【0013】[0013]

【発明の実施の形態】上記第1の課題を達成する発明の
形態としては、電力ケーブル又は通信ケーブルが挿通さ
れる管を、橋梁に添架したり、地中に布設する際に使用
する管枕であって、前記管の外面周方向に当てがわれる
受台と、その受台を支える部材とから成り、前記受台は
前記支え部材に対し、上下方向の軸周りに回転可能であ
る構成を採用し得る。
DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention for achieving the first object is a pipe pillow used when a pipe through which a power cable or a communication cable is inserted is attached to a bridge or laid underground. A cradle applied to the outer peripheral surface of the tube in a circumferential direction, and a member for supporting the cradle, wherein the cradle is configured to be rotatable about the vertical axis with respect to the support member. Can be adopted.

【0014】その管枕のより具体的な構成としては、上
記受台を上記管の周面に沿うわん曲部材とし、その中央
を支え部材にボルト・ナットにより固定したものを採用
し得る。このとき、そのボルト・ナットによる固定は、
受台が回転可能でも回転自在でもよい(図8の説明参
照)。
As a more specific structure of the tube pillow, a structure in which the pedestal is a curved member along the peripheral surface of the tube and the center thereof is fixed to a support member by bolts and nuts can be adopted. At this time, the fixation with the bolt and nut
The cradle may be rotatable or rotatable (see the description of FIG. 8).

【0015】また、上記支え部材の上記管の径方向両端
部を他の部材に前記径方向の軸周りに回転可能とした構
成も採用できる。このようにすれば、受台が支え部材の
長さ方向(前記径方向)の軸周りに回転し得て、管の上
下方向の傾きに対応し得る。この軸周りの回転は、上記
上下方向の軸周りの回転と併用し得る。
Further, it is also possible to adopt a configuration in which both ends of the support member in the radial direction of the tube are rotatable around the radial axis by other members. With this configuration, the receiving base can rotate around the axis in the length direction (the radial direction) of the support member, and can cope with the vertical inclination of the tube. This rotation about the axis can be used together with the rotation about the vertical axis.

【0016】上記構成の管枕は、従来と同様に、ケーブ
ル挿通管を、複数段、複数列又は複数列・複数段に積層
して配管する、又は単列で配管する際、最下段、各管間
及び最上段に当てがって、最下段の支え部材と最上段の
支え部材をボルト・ナット締めして複数列、複数段の管
を一体にして管路を作る。
In the pipe pillow having the above-described structure, as in the conventional case, when the cable insertion pipes are stacked in a plurality of stages, a plurality of rows or a plurality of rows / a plurality of stages, or when piped in a single row, the lowermost row, each The lowermost support member and the uppermost support member are tightened with bolts and nuts between the pipes and at the uppermost level, and a plurality of rows and a plurality of levels of pipes are integrated to form a pipeline.

【0017】このように、受台が回転可能な管枕は、例
えば管枕の長さ方向とその取付材の長さ方向が異なる橋
梁添架の多孔管路に使用するとよい。すなわち、最下段
又は最上段の管枕を橋梁Hの梁h等に固定する。
As described above, the pipe pillow in which the receiving stand can be rotated is preferably used, for example, in a perforated pipe line of a bridge over which the length direction of the pipe pillow and the length direction of the mounting member thereof are different. That is, the lowermost or uppermost pipe pillow is fixed to the beam h of the bridge H or the like.

【0018】[0018]

【実施例】管枕10、20、30及びその管枕による多
孔管路の管固定構造の一実施例を図1乃至図8に示し、
その管枕10、20、30は、それぞれ固定部材11、
21、31と管Pの受台12とから成り、それらはFR
P、鉄などの種々のものを採用して、樹脂成形、プレス
成形などで作る。上下段の管枕10、30は一面に受台
12を有し、中間管枕20は上下面に受台12を有して
いる。その受台12の間隔及び数は管Pの径及び並列数
に応じて適宜に決定する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS One embodiment of pipe pillows 10, 20, 30 and a pipe fixing structure of a perforated pipe by the pipe pillows is shown in FIGS.
The tube pillows 10, 20, 30 are respectively fixed members 11,
21, 31 and the pedestal 12 of the tube P, which are FR
It is made by resin molding, press molding, etc., using various things such as P and iron. The upper and lower tube pillows 10 and 30 each have a pedestal 12 on one surface, and the intermediate tube pillow 20 has the pedestal 12 on the upper and lower surfaces. The interval and the number of the pedestals 12 are appropriately determined according to the diameter of the pipes P and the number of tubes P arranged in parallel.

【0019】固定部材11、21、31への受台12の
取付けは、図7に示すように、両端におねじが形成され
たボルト13を受台12の中央及び固定部材11、2
1、31に貫通してそのボルト13の両端にナット14
をワッシャ15を介してねじ込んで行っている。このと
き、図8に示すように、受台12と固定部材11、2
1、31の貫通孔の長さL1 よりボルト13のねじが形
成されていない長さL2 を長くして、固定部材11、2
1、31に対し、受台12がボルト13の軸周りに回転
自在となっている。このボルト13及びナット14に代
えて、頭付きのボルトとし、一つのナットで締結し得る
ようにしてもよい。また、回転自在でなくてもよい場合
には、L2 <L1 でもよい。
As shown in FIG. 7, the mounting of the pedestal 12 to the fixing members 11, 21 and 31 is performed by using bolts 13 having threads formed at both ends thereof at the center of the pedestal 12 and the fixing members 11, 2 and 31.
Nuts 14 at both ends of the bolt 13
Is screwed through the washer 15. At this time, as shown in FIG.
1, 31 screw bolts 13 than the length L 1 of the through-holes of not forming a length L 2 and a long, stationary member 11,2
The pedestal 12 is rotatable around the axis of the bolt 13 with respect to 1 and 31. Instead of the bolt 13 and the nut 14, a bolt with a head may be used so that the nut 13 can be fastened with one nut. In addition, when it is not necessary to be rotatable, L 2 <L 1 may be satisfied.

【0020】この管枕10、20、30は、図1乃至図
5に示すように、例えば、橋梁Hの梁hに最下段の管枕
30を置くとともに、その管枕30の固定部材31の両
端の透孔16を介してボルトバー40を梁hに挿し通し
てナット止めし、その管枕30上に管Pを受台12を介
して載せる。以後、中間管枕20と管Pを交互に載置
し、最上段の並列管Pに最上段の管枕10を当てがい、
ボルトバー40にナットをねじ込んで締結する。
As shown in FIGS. 1 to 5, for example, as shown in FIGS. 1 to 5, the pipe pillows 10, 20, and 30 have a lowermost pipe pillow 30 placed on a beam h of a bridge H and a fixing member 31 for the pipe pillow 30. The bolt bar 40 is inserted into the beam h through the through holes 16 at both ends and is fastened with a nut, and the pipe P is placed on the pipe pillow 30 via the receiving base 12. Thereafter, the intermediate pipe pillows 20 and the pipes P are alternately placed, and the uppermost pipe pillow 10 is applied to the uppermost parallel pipe P,
The nut is screwed into the bolt bar 40 and fastened.

【0021】この管Pの多数列・多数段の管路の所要長
さ間隔に管枕10、20、30による管Pの一体化を行
う。このとき、図3乃至図5に示すように、梁hの長さ
方向と管Pの長さ方向が直交に対し傾いていても、受台
12の回転により、その傾きと関係なく、管枕30の固
定部材31を梁hに固定でき、他の管枕10、20の受
台12も固定部材11、21に対し回転して管Pに追従
する。
The pipes P are integrated by the pipe pillows 10, 20, and 30 at required length intervals of the multi-row, multi-stage pipes of the pipes P. At this time, as shown in FIGS. 3 to 5, even if the length direction of the beam h and the length direction of the pipe P are inclined with respect to the orthogonal direction, the rotation of the pedestal 12 makes the pipe pillow independent of the inclination. The fixing member 31 of 30 can be fixed to the beam h, and the pedestals 12 of the other pipe pillows 10 and 20 rotate with respect to the fixing members 11 and 21 to follow the pipe P.

【0022】固定部材11、21、31に対する受台1
2の数は任意であり、例えば、図9に示すように、2個
(同図(a))、1個(同図(b))又は3個、5個以
上でもよい。同図では、最上下段のもの10、30のみ
を示すが、中間管枕20も同様に受台12の数は任意で
あり、同図(a)の管枕の一使用態様を図10(a)
に、同図(b)の管枕の一使用態様を同図(b)にそれ
ぞれ示す。なお、同図(b)において、保護管Pが一本
の場合(一段の場合)でも、最上下段の管枕10、30
によって梁hに取付けることができ、また、同図(c)
に示すように、複数列・一段のものでも同様にして取付
け得る。
Cradle 1 for fixing members 11, 21, 31
The number of 2 is arbitrary, and may be, for example, 2 (FIG. 9A), 1 (FIG. 9B), or 3, 5 or more as shown in FIG. In the same figure, only the lowermost tiers 10 and 30 are shown, but the number of the pedestals 12 is also arbitrary for the intermediate pipe pillow 20, and one use mode of the pipe pillow of FIG. )
2 (b) shows one use mode of the tube pillow of FIG. 2 (b). In FIG. 3B, even when the number of the protective tubes P is one (one stage), the lowermost tube pillows 10, 30 are provided.
Can be attached to the beam h, and FIG.
As shown in FIG. 7, a plurality of rows and a single row can be similarly attached.

【0023】上記実施例の管枕10、20、30は、受
台12を上下方向の軸周り(ボルト13周り)に回転可
能(自在)としただけであるが、図11に示すように、
最下段の固定部材31の両端に取付部材32をさらに設
け、それをボルト・ナット17、18でもって回転可能
又は自在に取付ければ、同図(a)矢印のごとく、固定
部材31(受台12)がその取付部材32に対し軸周り
にも回転し得ることとなる。このようになれば、図1
2、13に示すように、取付部材32を台座33を介し
て梁hに固定することにより、管Pの長さ方向のみなら
ず上下方向の傾きにも対応し得る。中間管枕20の受台
12もその管枕の軸周りに回転可能とする必要がある場
合には図14に示すようにすればよい。このとき、最上
段の管枕10は図11のものを使用すればよいことは言
うまでもない。
In the tube pillows 10, 20, and 30 of the above embodiment, the receiving table 12 is only rotatable (freely) about a vertical axis (around the bolt 13). However, as shown in FIG.
Attachment members 32 are further provided at both ends of the lowermost fixing member 31 and can be rotatably or freely mounted with bolts and nuts 17 and 18, as shown by the arrow in FIG. 12) can also rotate about the axis with respect to the mounting member 32. If this happens, FIG.
As shown in 2 and 13, by fixing the mounting member 32 to the beam h via the pedestal 33, it is possible to cope with not only the length direction of the pipe P but also the inclination in the vertical direction. If it is necessary that the receiving base 12 of the intermediate pipe pillow 20 also be rotatable around the axis of the pipe pillow, it may be configured as shown in FIG. At this time, it is needless to say that the top tube pillow 10 shown in FIG. 11 may be used.

【0024】上記の管Pの一体化は、管枕10、20、
30(固定部材11、21、31)に対し、管Pが左右
又は上下左右に動き得る。このため、図17に示すよう
に、トンネルT内のレールQに台車Dを走行させて多孔
管路を地中配管する際、台車Dの台座50に最下段管枕
30を載置したり、ボルト止めして、台車Dに多孔管路
を支持してトンネルT内に送り込んでも、受台12の回
転により、屈曲走行に対応する。
The integration of the pipe P is performed by pipe pillows 10, 20,
With respect to 30 (fixing members 11, 21, 31), the pipe P can move left and right or up, down, left and right. For this reason, as shown in FIG. 17, when the bogie D is run on the rail Q in the tunnel T and the underground piping is performed in the perforated pipeline, the lowermost pipe pillow 30 is placed on the pedestal 50 of the bogie D, Even if it is bolted and the perforated pipe is supported on the carriage D and sent into the tunnel T, the rotation of the receiving base 12 corresponds to the bending travel.

【0025】上記多孔管路Aの取付態様は、梁hに載置
する形式であったが、図15、図16に示すように、梁
h(主桁E)に吊杆e等を介して取付けすることもでき
る。このとき、図11(a)鎖線で示すように、固定部
材31の端に吊片33を溶着すると、取付けが容易とな
る。この吊り態様の場合、受台12を横方向軸周りに回
転可能とすることが好ましいが、上下方向軸周りだけで
もよい。
The perforated pipe A is mounted on the beam h. However, as shown in FIGS. 15 and 16, the perforated pipe A is attached to the beam h (main girder E) via a hanging rod e or the like. Can also be mounted. At this time, as shown by a chain line in FIG. 11A, if the hanging piece 33 is welded to the end of the fixing member 31, attachment becomes easy. In the case of this suspension mode, it is preferable that the receiving table 12 can be rotated around the horizontal axis, but it is also possible to rotate only the vertical axis.

【0026】固定部材11、21、31の断面形状は、
L字状、コ字状等、取付態様に応じて適宜に選択する。
The sectional shapes of the fixing members 11, 21, 31 are as follows:
An L-shape, a U-shape, or the like is appropriately selected according to the mounting mode.

【0027】[0027]

【発明の効果】この発明は、以上のように管枕の受台等
を回転可能にしたので、管の傾きに関係なく、管枕でも
って管を支持して一体化できる。このため、従来の凹部
の切削作業もなくなるうえに、現場における管枕などの
施工精度誤差も吸収できるなど、管路の作業性が向上す
る。また、管枕の種類も少なくし得て、コストダウンと
なる。さらに、台車による地中配管においても有意義な
ものとなる。
According to the present invention, since the pedestal of the pipe pillow is made rotatable as described above, the pipe can be supported and integrated by the pipe pillow regardless of the inclination of the pipe. For this reason, the workability of the pipeline is improved, for example, the conventional work of cutting the concave portion is eliminated, and an error in the construction accuracy of the pipe pillow or the like at the site can be absorbed. In addition, the number of types of tube pillows can be reduced, resulting in cost reduction. Furthermore, it is also significant in underground piping using a bogie.

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

【図1】多孔管路の管固定構造の一実施例の施工平面図FIG. 1 is a construction plan view of an embodiment of a pipe fixing structure of a perforated conduit.

【図2】同実施例の図1A部正面図FIG. 2 is a front view of FIG. 1A part of the embodiment.

【図3】同実施例の図1B部正面図FIG. 3 is a front view of FIG. 1B portion of the embodiment.

【図4】図3の右側面図FIG. 4 is a right side view of FIG.

【図5】図3の平面図FIG. 5 is a plan view of FIG. 3;

【図6】管枕の一実施例を示す斜視図であり、(a)は
最上段管枕、(b)は中間管枕、(c)は最下段管枕
FIGS. 6A and 6B are perspective views showing one embodiment of a tube pillow, wherein FIG. 6A is an uppermost tube pillow, FIG. 6B is an intermediate tube pillow, and FIG.

【図7】(a)は図6(b)のA−A線断面図、(b)
は同(c)のA−A線断面図
7A is a sectional view taken along line AA of FIG. 6B, and FIG.
Is a sectional view taken along line AA of FIG.

【図8】管枕の要部分解断面図FIG. 8 is an exploded sectional view of a main part of the pipe pillow.

【図9】管枕の他の各実施例の斜視図FIG. 9 is a perspective view of another embodiment of the tube pillow.

【図10】同実施例の管枕の使用説明図FIG. 10 is an explanatory view of use of the tube pillow of the embodiment.

【図11】管枕の他の実施例を示し、(a)は斜視図、
(b)は要部分解斜視図
11 shows another embodiment of a tube pillow, (a) is a perspective view,
(B) is an exploded perspective view of a main part.

【図12】同実施例による多孔管路の管固定構造の正面
FIG. 12 is a front view of the pipe fixing structure of the perforated pipe according to the embodiment.

【図13】同右側面図FIG. 13 is a right side view of the same.

【図14】管枕の他の実施例を示し、(a)は正面図、
(b)はその要部拡大断面図、(c)は要部分解斜視図
14A and 14B show another embodiment of a tube pillow, wherein FIG.
(B) is an enlarged sectional view of the main part, and (c) is an exploded perspective view of the main part.

【図15】他の使用態様図FIG. 15 is a view showing another use mode.

【図16】他の使用態様図FIG. 16 is a view showing another use mode.

【図17】地中配管方法の一実施例の作用図FIG. 17 is an operation diagram of one embodiment of an underground piping method.

【図18】橋梁への多孔管路の添架説明図FIG. 18 is an explanatory view of attaching a perforated pipeline to a bridge.

【図19】橋梁への多孔管路の添架説明図FIG. 19 is an explanatory view of attaching a perforated pipeline to a bridge.

【図20】多孔管路の一例の斜視図FIG. 20 is a perspective view of an example of a perforated conduit.

【図21】従来の管枕の斜視図FIG. 21 is a perspective view of a conventional tube pillow.

【図22】従来の管枕の斜視図FIG. 22 is a perspective view of a conventional tube pillow.

【図23】橋梁への多孔管路の添架説明用平面図FIG. 23 is a plan view for explaining attachment of a perforated pipeline to a bridge.

【図24】橋梁への多孔管路の添架説明用平面図FIG. 24 is a plan view for explaining attachment of a perforated pipeline to a bridge.

【図25】橋梁への多孔管路の添架説明用平面図FIG. 25 is a plan view for explaining attachment of a perforated pipeline to a bridge.

【図26】橋梁への多孔管路の添架説明用側面図FIG. 26 is a side view for explaining attachment of a perforated pipeline to a bridge.

【符号の説明】[Explanation of symbols]

A 多孔管路 E 主桁 H 橋梁 e 吊杆 h 梁 P 管 T トンネル 10 最上段管枕 11 最上段固定部材 12 受台 13、17 ボルト 14、18 ナット 20 中間管枕 21 中間固定部材 30 最下段管枕 31 最下段固定部材 32 取付部材 40 ボルトバー Reference Signs List A Perforated pipeline E Main girder H Bridge e Suspension rod h Beam P pipe T Tunnel 10 Uppermost pipe pillow 11 Uppermost fixing member 12 Cradle 13, 17 Bolt 14, 18 Nut 20 Intermediate pipe pillow 21 Intermediate fixing member 30 Lowermost row Pipe pillow 31 Lowermost fixing member 32 Mounting member 40 Bolt bar

Claims (6)

【特許請求の範囲】[Claims] 【請求項1】 電力ケーブル又は通信ケーブルaが挿通
される管Pを、橋梁に添架したり、地中に布設する際に
使用する管枕であって、 上記管Pの外面周方向に当てがわれる受台12と、その
受台12を支える部材11、21、31とから成り、前
記受台12は前記部材11、21、31に対し、上下方
向の軸周りに回転可能であることを特徴とする管枕。
1. A pipe pillow which is used when a pipe P through which a power cable or a communication cable a is inserted is attached to a bridge or laid in the ground, and is applied in a circumferential direction of an outer surface of the pipe P. The receiving stand 12 comprises members 11, 21, and 31 for supporting the receiving stand 12, and the receiving stand 12 is rotatable about the vertical axis with respect to the members 11, 21, and 31. And a tube pillow.
【請求項2】 上記受台12は上記管Pの外周面に沿う
わん曲部材であって、その中央を上記部材11、21、
31にボルト・ナット13、14により固定したもので
あることを特徴とする請求項1に記載の管枕。
2. The pedestal 12 is a curved member along the outer peripheral surface of the pipe P. The center of the pedestal 12 is the members 11, 21,
2. The tube pillow according to claim 1, wherein said tube pillow is fixed to said base by bolts and nuts.
【請求項3】 上記部材11、21、31の上記管Pの
径方向両端部32をその他の部分に対し前記径方向の軸
周りに回転可能としたことを特徴とする請求項1又は2
に記載の管枕。
3. The radially opposite ends 32 of the pipe P of the members 11, 21, 31 are rotatable around the radial axis with respect to other portions.
The tube pillow according to.
【請求項4】 請求項1、2又は3に記載の管枕10、
20、30を用いて、電力ケーブル又は通信ケーブルが
挿入される管Pを、単列、複数列、複数段又は複数列・
複数段に積層し、最下段の部材31と最上段の部材11
をボルト・ナット締めして複数列、複数段の各管Pを一
体にした管路の管固定構造。
4. The tube pillow according to claim 1, 2 or 3,
By using the pipes 20 and 30, the pipes P into which the power cables or the communication cables are inserted are arranged in a single row, a plurality of rows,
The lowermost member 31 and the uppermost member 11 are stacked in a plurality of stages.
Is fixed by bolts and nuts to form a plurality of rows and a plurality of stages of pipes P.
【請求項5】 橋梁添架の多孔管路において、請求項4
に記載の管固定構造の最下段又は最上段の管枕を橋梁の
梁hに固定することとした多孔管路の管固定構造。
5. A perforated pipeline for a bridge bridge, according to claim 4, wherein
A pipe fixing structure for a perforated pipe line, wherein the lowermost or uppermost pipe pillow of the pipe fixing structure according to the above item is fixed to the beam h of the bridge.
【請求項6】 請求項4に記載の複数列、複数段又は複
数列・複数段の管固定構造から成る多孔管路を台車Dに
載せてトンネルT内に送り込むに際し、上記最下段の管
枕30を介して台車Dに載せるとともに、その管枕30
の受台12を上記部材31に対し、又は上記部材31の
両端部を他の部分に対し、その受台12と両端部の少な
くとも一方を回転自在にして送り込むことを特徴とする
多孔管路の地中配管方法。
6. The lowermost tube pillow when the multi-row, multi-stage or multi-row / multi-stage tube fixing structure according to claim 4 is loaded on a truck D and sent into a tunnel T. 30 and the tube pillow 30
The perforated pipe line is characterized in that the pedestal 12 is fed to the member 31, or both ends of the member 31 to other portions, and the pedestal 12 and at least one of both ends are rotatably fed. Underground piping method.
JP6464999A 1999-03-11 1999-03-11 Tube pillow Expired - Lifetime JP3313660B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6464999A JP3313660B2 (en) 1999-03-11 1999-03-11 Tube pillow

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6464999A JP3313660B2 (en) 1999-03-11 1999-03-11 Tube pillow

Publications (2)

Publication Number Publication Date
JP2000261944A true JP2000261944A (en) 2000-09-22
JP3313660B2 JP3313660B2 (en) 2002-08-12

Family

ID=13264314

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6464999A Expired - Lifetime JP3313660B2 (en) 1999-03-11 1999-03-11 Tube pillow

Country Status (1)

Country Link
JP (1) JP3313660B2 (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101309119B1 (en) 2013-03-25 2013-09-17 주식회사 에이치에스피 Pipe install device for bridges and it's pipe construction methods
KR101628710B1 (en) * 2015-12-23 2016-06-09 이강열 Safty structure of bridge
KR101771450B1 (en) * 2017-05-04 2017-08-25 (주)아현건설 Apparatus spacing underground pipes for power transmission and distribution having function for relieving strain
CN108953771A (en) * 2018-08-20 2018-12-07 滁州市棋然装饰工程有限公司 A kind of water power pipeline engineering plumbing installation

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101309119B1 (en) 2013-03-25 2013-09-17 주식회사 에이치에스피 Pipe install device for bridges and it's pipe construction methods
KR101628710B1 (en) * 2015-12-23 2016-06-09 이강열 Safty structure of bridge
KR101771450B1 (en) * 2017-05-04 2017-08-25 (주)아현건설 Apparatus spacing underground pipes for power transmission and distribution having function for relieving strain
CN108953771A (en) * 2018-08-20 2018-12-07 滁州市棋然装饰工程有限公司 A kind of water power pipeline engineering plumbing installation

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