JPH09105111A - Water pipe bridge with walkway - Google Patents

Water pipe bridge with walkway

Info

Publication number
JPH09105111A
JPH09105111A JP26192495A JP26192495A JPH09105111A JP H09105111 A JPH09105111 A JP H09105111A JP 26192495 A JP26192495 A JP 26192495A JP 26192495 A JP26192495 A JP 26192495A JP H09105111 A JPH09105111 A JP H09105111A
Authority
JP
Japan
Prior art keywords
walkway
cast iron
opening
water pipe
support member
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
JP26192495A
Other languages
Japanese (ja)
Inventor
Noriyuki Arakawa
範行 荒川
Shozo Kishi
正蔵 岸
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.)
Kubota Corp
Original Assignee
Kubota Corp
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 Kubota Corp filed Critical Kubota Corp
Priority to JP26192495A priority Critical patent/JPH09105111A/en
Publication of JPH09105111A publication Critical patent/JPH09105111A/en
Pending legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To provide a water pipe bridge which is formed by the connection of a plurality of cast iron pipes and provided with a walkway without welded parts. SOLUTION: In a water pipe bridge constituted of a plurality of cast iron pipes connected by inserting the insertion opening 6 into the receive opening 7, a seal material is fitted between the inner periphral face of the receive opening 7 and the outer peripheral face of the insertion opening 6 and a pushing ring 15 pressing the seal material to the insertion direction of the insertion opening 6 is fitted into the insertion opening 6 from the outside. Stud bolts 16 and nuts 17 pulling the pushing ring 15 toward the insertion direction the insertion opening 6 are provided at a plurality of peripheral positions of the end face of the receive opening 7. A walkway 5 is arranged along the axial direction of the pipes. Support members 19 of the receive opening side supporting the walkway 5 are fixed to the end face of the receive opening 7 by a plurality of stud bolts 16 and nuts 17.

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】本発明は、複数本の鋳鉄管か
ら構成され、作業者が歩いて点検するための歩廊を備え
た歩廊付き水管橋に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a water pipe bridge with a corridor which is composed of a plurality of cast iron pipes and has a corridor for workers to walk and inspect.

【0002】[0002]

【従来の技術】従来、水管橋は、複数本の管を接合した
緩やかな曲率を有する管路から成り、川などに架設され
ている。このうち、鋼管を接合して形成された水管橋に
ついては、点検用の歩廊を管路全長にわたり鋼管に溶接
して設けていた。
2. Description of the Related Art Conventionally, a water pipe bridge is composed of a pipe line having a gentle curvature in which a plurality of pipes are joined, and is installed in a river or the like. Of these, for water pipe bridges formed by joining steel pipes, a corridor for inspection was provided by welding the steel pipes over the entire length of the pipeline.

【0003】[0003]

【発明が解決しようとする課題】上記のように鋼管であ
れば、歩廊を溶接することは比較的簡単に行えるが、鋳
鉄管(ダクタイル鋳鉄管など)を接合して形成された水
管橋については、鋼管に比べて溶接が難しく、歩廊を管
路全長にわたり鋳鉄管に溶接する場合、溶接部分が非常
に多くなるため、溶接作業が困難であった。このため、
鋳鉄管を接合して形成された水管橋に対して歩廊を取付
けることは敬遠されていた。
Although it is relatively easy to weld the corridor with the steel pipe as described above, the water pipe bridge formed by joining cast iron pipes (ductile cast iron pipes, etc.) However, welding is more difficult than with steel pipes, and when welding a corridor to a cast iron pipe over the entire length of the pipe, the welding work is difficult because the welded portion is very large. For this reason,
It has been shunned to attach a walkway to a water bridge formed by joining cast iron pipes.

【0004】そこで本発明のうち請求項1記載の発明
は、複数本の鋳鉄管を接合して形成され、かつ鋳鉄管に
対して溶接せずに歩廊を設けた水管橋を提供することを
目的としたものである。
Therefore, the invention according to claim 1 of the present invention is to provide a water pipe bridge formed by joining a plurality of cast iron pipes and provided with a walkway without welding to the cast iron pipes. It is what

【0005】[0005]

【課題を解決するための手段】前述した目的を達成する
ために、本発明のうちで請求項1記載の発明は、挿口を
受口に挿入することにより接合された複数本の鋳鉄管か
ら構成される水管橋において、上記受口の開口部内周面
と挿口の外周面との間に、環状のシール材を嵌め込み、
上記挿口に、シール材を挿口の挿入方向へ押圧する押輪
を外嵌し、上記受口の端面の周方向複数箇所に、押輪を
挿口の挿入方向へ引き寄せる締結具を設け、上記水管橋
の上方に、管軸方向に沿った歩廊を配し、上記鋳鉄管の
接合部に、歩廊を支持する支持部材が複数本の上記締結
具により固定されて取付けられていることを特徴とした
ものである。
In order to achieve the above-mentioned object, the invention according to claim 1 of the present invention comprises a plurality of cast iron pipes joined by inserting an insertion port into a receiving port. In the constructed water pipe bridge, an annular sealing material is fitted between the inner peripheral surface of the opening of the receiving port and the outer peripheral surface of the insertion port,
A push ring that presses the sealing material in the insertion direction of the sealing member is externally fitted to the insertion port, and a plurality of fasteners for pulling the push ring in the insertion direction of the insertion port are provided at a plurality of circumferential positions of the end surface of the reception port, and the water pipe A walkway along the pipe axis direction is arranged above the bridge, and a supporting member for supporting the walkway is fixed and attached to the joint portion of the cast iron pipe by the plurality of fasteners. It is a thing.

【0006】これによると、歩廊を支持する支持部材は
複数本の締結具により固定されて鋳鉄管の接合部に取付
けられているため、溶接せずに、支持部材を鋳鉄管の接
合部に取付けることができる。また、歩廊が受ける風圧
により、支持部材に管の周方向へ回転しようとする回転
力が作用するが、支持部材は周方向の複数本の締結具に
より固定されているため、大きな回転力に耐えることが
できる。
According to this, since the supporting member for supporting the corridor is fixed to the joint portion of the cast iron pipe by being fixed by a plurality of fasteners, the supporting member is attached to the joint portion of the cast iron pipe without welding. be able to. Further, due to the wind pressure received by the corridor, a rotational force that tries to rotate in the circumferential direction of the pipe acts on the support member, but since the support member is fixed by a plurality of fasteners in the circumferential direction, it can withstand a large rotational force. be able to.

【0007】[0007]

【発明の実施の形態】以下、本発明の実施の第1の形態
を図1〜図4に基づいて説明する。図4に示すように、
1は川などに架設された水管橋であり、複数本のダクタ
イル鋳鉄管2を接合した緩やかな曲率を有する管路3か
ら構成されている。この管路3の中央部には空気弁4が
設けられている。また、上記水管橋1の上方には、点検
用の歩廊5が管軸方向に沿って設けられている。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS A first embodiment of the present invention will be described below with reference to FIGS. As shown in FIG.
Reference numeral 1 denotes a water pipe bridge laid over a river or the like, and is composed of a duct 3 having a gentle curvature in which a plurality of ductile cast iron pipes 2 are joined. An air valve 4 is provided at the center of the conduit 3. A corridor 5 for inspection is provided above the water pipe bridge 1 along the pipe axis direction.

【0008】図3に示すように、上記ダクタイル鋳鉄管
2の一端部には挿口6が形成され、他端部には受口7が
形成されている。そして、一方のダクタイル鋳鉄管2の
挿口6を他方のダクタイル鋳鉄管2の受口7に挿入する
ことにより、複数本のダクタイル鋳鉄管2が接合されて
いる。
As shown in FIG. 3, an insertion port 6 is formed at one end of the ductile cast iron pipe 2 and a receiving port 7 is formed at the other end thereof. Then, a plurality of ductile cast iron pipes 2 are joined by inserting the insertion port 6 of the one ductile cast iron pipe 2 into the receiving port 7 of the other ductile cast iron pipe 2.

【0009】上記受口7の開口部内周面には、テーパ面
8が全周にわたり形成され、このテーパ面8と挿口6の
外周面との間には、環状のゴム輪9(シール材の一例)
が嵌め込まれている。また、受口7の内周面でかつ上記
テーパ面8よりも奥方には、ロックリング収容溝10が形
成され、このロックリング収容溝10には、周方向の一箇
所が切断された一つ割り構造のロックリング11が嵌め込
まれている。上記ロックリング11とゴム輪9との間に
は、バックアップリング12が挿口6に外嵌されている。
上記挿口6の先端の外周には、ロックリング11と管軸方
向において係合して受口7からの挿口6の離脱を防止す
る突部13が全周にわたり形成されている。
A taper surface 8 is formed on the inner peripheral surface of the opening of the receiving opening 7 over the entire circumference. Between the taper surface 8 and the outer peripheral surface of the insertion opening 6, an annular rubber ring 9 (sealing material) is formed. Example)
Is fitted. In addition, a lock ring housing groove 10 is formed on the inner peripheral surface of the receiving port 7 and at the back of the tapered surface 8. The lock ring housing groove 10 is formed by cutting one location in the circumferential direction. A lock ring 11 having a split structure is fitted therein. A backup ring 12 is fitted onto the insertion opening 6 between the lock ring 11 and the rubber ring 9.
On the outer circumference of the tip of the insertion opening 6, a projection 13 is formed over the entire circumference, which engages with the lock ring 11 in the tube axial direction and prevents the insertion opening 6 from being separated from the receiving opening 7.

【0010】上記挿口6には、割輪14を介してゴム輪9
を挿口6の挿入方向へ押圧する押輪15が外嵌されてい
る。受口7の端面の周方向複数箇所には、押輪15を挿口
6の挿入方向へ引き寄せる植込ボルト16(締結具の一
例)とナット17(締結具の一例)が設けられている。こ
れらナット17を締め込むことにより、押輪15が挿口6の
挿入方向へ移動し、以て、割輪14を介してゴム輪9が挿
口6の挿入方向へ押圧される。
A rubber ring 9 is inserted into the insertion opening 6 through a split ring 14.
A push wheel 15 that presses in the insertion direction of the insertion slot 6 is externally fitted. At a plurality of circumferential positions on the end surface of the receiving port 7, there are provided studs 16 (an example of fasteners) and nuts 17 (an example of fasteners) that pull the push ring 15 toward the insertion direction of the insertion port 6. By tightening these nuts 17, the push ring 15 moves in the insertion direction of the insertion slot 6, and thus the rubber ring 9 is pressed through the split ring 14 in the insertion direction of the insertion slot 6.

【0011】上記ダクタイル鋳鉄管2の接合部には、歩
廊5を受口7の側から支持する受口側支持部材19が上記
複数本の植込ボルト16とナット17とにより固定されて取
付けられている。すなわち、上記受口側支持部材19は、
受口7の端面に当て付けられた円環状の支持フランジ20
と、この支持フランジ20の上半分の外周面に溶接されか
つ上部ほど幅が広く形成された支持板21と、この支持板
21の上面両側部に設けられたアングル材22と、支持板21
の上部両側に設けられかつ上部ほど管軸方向へ広く形成
された側部支持板23とから構成されている。
At the joint portion of the ductile cast iron pipe 2, a receiving side supporting member 19 for supporting the walkway 5 from the receiving port 7 side is fixed and fixed by the plurality of stud bolts 16 and nuts 17. ing. That is, the receiving side support member 19,
An annular support flange 20 that is applied to the end face of the socket 7.
A support plate 21 welded to the outer peripheral surface of the upper half of the support flange 20 and formed wider toward the upper part;
The angle members 22 provided on both sides of the upper surface of the 21 and the support plate 21
And side support plates 23 which are provided on both sides of the upper part and are formed wider toward the tube axis direction toward the upper part.

【0012】ここで、上記支持フランジ20の取付けは、
図3に示すように、上記植込ボルト16に径の大きな太胴
部16aが形成されており、この植込ボルト16を受口7に
螺合することにより、太胴部16aと受口7の端面との間
で支持フランジ20が固定される。また、図2に示すよう
に、上記アングル材22と側部支持板23とは取付板24を介
して一体に溶接されており、これら取付板24をボルト,
ナット25で支持板21に連結固定することにより、アング
ル材22と側部支持板23とが支持板21に取付けられる。
The mounting of the support flange 20 is as follows.
As shown in FIG. 3, the stud bolt 16 is formed with a large body portion 16a having a large diameter. By screwing the stud bolt 16 into the receiving port 7, the thick body portion 16a and the receiving port 7 are formed. The support flange 20 is fixed between the end face and the end face. Further, as shown in FIG. 2, the angle member 22 and the side support plate 23 are integrally welded to each other via a mounting plate 24.
The angle member 22 and the side support plate 23 are attached to the support plate 21 by connecting and fixing to the support plate 21 with the nut 25.

【0013】上記歩廊5は、作業者が歩行する歩み板27
と、手すり28を備えたサイドフレーム29とから構成され
ている。上記歩み板27は、管軸方向に複数分割されてお
り、両側のアングル材22の間に支持されボルト42により
固定されている。歩み板27の下部には、両側のアングル
材22間に嵌脱自在な凸部27aが形成されている。また、
上記サイドフレーム29は管軸方向に複数分割されてお
り、隣接する一方のサイドフレーム29の端部と他方のサ
イドフレーム29の端部とがボルト30とナット31を介して
上記アングル材22に連結固定される。尚、上記ボルト30
が挿通されるサイドフレーム29のボルト孔32は管軸方向
に長い長孔に形成されている。
The walkway 5 is a walk board 27 on which an operator walks.
And a side frame 29 having a handrail 28. The step board 27 is divided into a plurality of pieces in the tube axis direction, and is supported between the angle members 22 on both sides and fixed by bolts 42. On the lower portion of the step board 27, a convex portion 27a which can be freely inserted and removed between the angle members 22 on both sides is formed. Also,
The side frame 29 is divided into a plurality of pieces in the pipe axis direction, and an end portion of one side frame 29 and an end portion of the other side frame 29 which are adjacent to each other are connected to the angle member 22 via a bolt 30 and a nut 31. Fixed. The above bolt 30
The bolt holes 32 of the side frame 29 through which the holes are inserted are formed as long holes that are long in the pipe axis direction.

【0014】また、図1に示すように、上記挿口6にも
歩廊5を支持する挿口側支持部材34が設けられている。
この挿口側支持部材34は、上記受口側支持部材19と同様
に、支持板35とアングル材36と側部支持板37とから構成
され、上記支持板35は挿口6に外嵌された鋼製の取付バ
ンド38に溶接されている。この取付バンド38は周方向に
二分割された二つ割り構造を有し、ボルト39とナット40
とで挿口6の外周面を挾み付けることにより取付けられ
ている。この取付バンド38と挿口6との間にはゴム板41
が挾み込まれている。
Further, as shown in FIG. 1, the insertion opening side support member 34 for supporting the walkway 5 is also provided in the insertion opening 6.
The insertion side support member 34 is composed of a support plate 35, an angle member 36, and a side support plate 37, like the reception side support member 19, and the support plate 35 is externally fitted to the insertion port 6. Welded to a steel mounting band 38. The mounting band 38 has a structure in which it is divided into two in the circumferential direction, and a bolt 39 and a nut 40
It is attached by pinching the outer peripheral surface of the insertion opening 6 with. A rubber plate 41 is provided between the mounting band 38 and the insertion opening 6.
Is caught in.

【0015】以下、上記構成における作用を説明する。
これによると、歩廊5を支持する受口側支持部材19は複
数本の植込ボルト16とナット17とにより固定されてダク
タイル鋳鉄管2の受口7に取付けられているため、溶接
せずに、受口側支持部材19を受口7に取付けることがで
きる。同様に、挿口側支持部材34は取付バンド38により
固定されてダクタイル鋳鉄管2の挿口6に取付けられて
いるため、溶接せずに、挿口側支持部材34を挿口6に取
付けることができる。これにより、ダクタイル鋳鉄管2
に対して溶接せずに容易に歩廊5を設けることができる
ため、歩廊5を利用してダクタイル鋳鉄管2から成る水
管橋1の点検が容易に行える。
The operation of the above configuration will be described below.
According to this, the receiving-side support member 19 that supports the corridor 5 is fixed to the receiving port 7 of the ductile cast iron pipe 2 by being fixed by the plurality of studs 16 and nuts 17, so that welding is not performed. The receiving side support member 19 can be attached to the receiving port 7. Similarly, since the insertion side support member 34 is fixed by the attachment band 38 and attached to the insertion port 6 of the ductile cast iron pipe 2, the insertion side support member 34 should be attached to the insertion port 6 without welding. You can As a result, the ductile cast iron pipe 2
Since the corridor 5 can be easily provided without welding, the inspection of the water pipe bridge 1 including the ductile cast iron pipe 2 can be easily performed using the corridor 5.

【0016】また、歩廊5が受ける風圧により、受口側
支持部材19に管2の周方向へ回転しようとする回転力が
作用するが、受口側支持部材19は周方向の複数本の植込
ボルト16とナット17とにより固定されているため、大き
な回転力に耐えることができる。
Further, due to the wind pressure received by the corridor 5, a rotational force that tends to rotate in the circumferential direction of the pipe 2 acts on the receiving-side support member 19, but the receiving-side support member 19 has a plurality of circumferentially-arranged plants. Since it is fixed by the built-in bolt 16 and the nut 17, it can withstand a large rotational force.

【0017】また、地盤の変化やダクタイル鋳鉄管2の
熱膨張等により、挿口6が受口7に対して管軸方向へ移
動した場合、ボルト孔32の長径分だけ歩廊5も管軸方向
へ移動可能であるため、上記挿口6の管軸方向への移動
を吸収することができる。
When the insertion opening 6 moves in the pipe axis direction with respect to the receiving opening 7 due to changes in the ground, thermal expansion of the ductile cast iron pipe 2, or the like, the corridor 5 is also moved in the pipe axial direction by the length of the bolt hole 32. Therefore, the movement of the insertion opening 6 in the tube axis direction can be absorbed.

【0018】次に、本発明の実施の第2の形態を図5〜
図7に基づいて説明する。図7に示すように、ダクタイ
ル鋳鉄管2の接合部において、受口7の開口部内周面に
は、テーパ面50が全周にわたり形成され、このテーパ面
50と挿口6の外周面との間には、環状のゴム輪51(シー
ル材の一例)が嵌め込まれている。また、受口7の内周
面でかつ上記テーパ面50よりも奥方には、ロックリング
収容溝52が形成され、このロックリング収容溝52には、
周方向の一箇所が切断された一つ割り構造のロックリン
グ53が嵌め込まれている。上記ロックリング53とゴム輪
51との間には、バックアップリング54が挿口6に外嵌さ
れている。上記挿口6の先端の外周には、ロックリング
53と管軸方向において係合して受口7からの挿口6の離
脱を防止する突部55が全周にわたり形成されている。
Next, a second embodiment of the present invention will be described with reference to FIGS.
It will be described with reference to FIG. As shown in FIG. 7, at the joint portion of the ductile cast iron pipe 2, a tapered surface 50 is formed over the entire circumference on the inner peripheral surface of the opening of the receiving port 7.
An annular rubber ring 51 (an example of a sealing material) is fitted between the 50 and the outer peripheral surface of the insertion port 6. In addition, a lock ring accommodation groove 52 is formed on the inner peripheral surface of the receiving port 7 and behind the tapered surface 50.
A lock ring 53 having a split structure, which is cut at one location in the circumferential direction, is fitted. Above lock ring 53 and rubber ring
A backup ring 54 is externally fitted to the insertion opening 6 with respect to 51. A lock ring is provided on the outer periphery of the tip of the insertion slot 6.
A projection 55 is formed over the entire circumference to engage with 53 in the tube axial direction and prevent the insertion opening 6 from being separated from the receiving opening 7.

【0019】上記挿口6には、ゴム輪51を挿口6の挿入
方向へ押圧する押輪56が外嵌されている。この押輪56
は、周方向に二分割された半円状の上部押輪片56aと下
部押輪片56bとにより、二つ割り構造を有している。上
記受口7の端部に形成された受口フランジ57の周方向複
数箇所には、押輪56を挿口6の挿入方向へ引き寄せるT
頭ボルト58(締結具の一例)とナット59(締結具の一
例)が設けられている。これらナット59を締め込むこと
により、押輪56が挿口6の挿入方向へ移動し、以て、ゴ
ム輪51が挿口6の挿入方向へ押圧される。
A push ring 56 for pressing the rubber ring 51 in the insertion direction of the insertion hole 6 is externally fitted to the insertion hole 6. This push ring 56
Has a half-split structure with a semicircular upper push ring piece 56a and a lower push ring piece 56b that are divided in two in the circumferential direction. At a plurality of positions in the circumferential direction of the receiving flange 57 formed at the end of the receiving port 7, the push ring 56 is pulled in the insertion direction of the insertion port 6
A head bolt 58 (an example of a fastener) and a nut 59 (an example of a fastener) are provided. By tightening these nuts 59, the push ring 56 moves in the insertion direction of the insertion port 6, and the rubber ring 51 is pressed in the insertion direction of the insertion port 6.

【0020】上記ダクタイル鋳鉄管2の接合部には、歩
廊5を支持する受口側支持部材61が上記複数本のT頭ボ
ルト58とナット59とにより固定されて取付けられてい
る。すなわち、上記受口側支持部材61は、受口フランジ
57の上半分の裏面側に当て付けられた半円状の支持フラ
ンジ62と、先に述べた実施の第1の形態と同じ支持板21
とアングル材22と側部支持板23とから構成されている。
また、34は歩廊5を支持する挿口側支持部材であり、先
に述べた実施の第1の形態のものと同じである。
At the joint of the ductile cast iron pipe 2, a receiving side supporting member 61 for supporting the walkway 5 is fixedly attached by the plurality of T-head bolts 58 and nuts 59. That is, the socket side support member 61 is a socket flange.
A semi-circular support flange 62 that is applied to the back surface of the upper half of the 57, and the same support plate 21 as in the first embodiment described above.
And an angle member 22 and a side support plate 23.
Reference numeral 34 is an insertion side support member that supports the corridor 5, and is the same as that of the first embodiment described above.

【0021】これによると、受口側支持部材61は複数本
のT頭ボルト58とナット59とにより固定されてダクタイ
ル鋳鉄管2の受口7に取付けられているため、溶接せず
に、受口側支持部材61を受口7に取付けることができ
る。これにより、ダクタイル鋳鉄管2に対して溶接せず
に容易に歩廊5を設けることができるため、歩廊5を利
用してダクタイル鋳鉄管2から成る水管橋1の点検が容
易に行える。
According to this, since the receiving port side supporting member 61 is fixed to the receiving port 7 of the ductile cast iron pipe 2 by being fixed by the plurality of T-head bolts 58 and the nut 59, the receiving port side supporting member 61 is not welded but is received. The mouth side support member 61 can be attached to the receptacle 7. Thereby, since the corridor 5 can be easily provided without welding to the ductile cast iron pipe 2, the inspection of the water pipe bridge 1 including the ductile cast iron pipe 2 can be easily performed by using the corridor 5.

【0022】また、歩廊5が受ける風圧により、受口側
支持部材61に管2の周方向へ回転しようとする回転力が
作用するが、受口側支持部材61は周方向の複数本のT頭
ボルト58とナット59とにより固定されているため、大き
な回転力に耐えることができる。
Further, due to the wind pressure received by the corridor 5, a rotational force that tends to rotate the receiving side support member 61 in the circumferential direction of the pipe 2 acts, but the receiving side support member 61 has a plurality of circumferential T-shaped members. Since it is fixed by the head bolt 58 and the nut 59, it can withstand a large rotational force.

【0023】次に、本発明の実施の第3の形態を図8〜
図10に基づいて説明する。すなわち、実施の第3の形態
におけるダクタイル鋳鉄管2の継手構造は最初に述べた
第1の形態のものとほぼ同一である。すなわち、実施の
第1の形態では太胴部16aを有する植込ボルト16を用い
たが(図3参照)、実施の第3の形態では、図10に示す
ように、ねじ部と胴部とが同径の一般的な植込ボルト70
(締結具の一例)を用いている。また、受口側支持部材
71は、押輪15と、この押輪15の上半分の外周面に溶接さ
れた支持板72と、先に述べた実施の第1の形態と同じア
ングル材22と側部支持板23とから構成されている。ま
た、34は歩廊5を支持する挿口側支持部材であり、先に
述べた実施の第1の形態のものと同じである。
Next, a third embodiment of the present invention will be described with reference to FIGS.
This will be described with reference to FIG. That is, the joint structure of the ductile cast iron pipe 2 in the third embodiment is almost the same as that in the first embodiment described above. That is, although the stud bolt 16 having the thick body portion 16a is used in the first embodiment (see FIG. 3), in the third embodiment, as shown in FIG. Common stud bolt 70 with the same diameter
(An example of a fastener) is used. Also, the receiving side support member
71 is composed of a push ring 15, a support plate 72 welded to the outer peripheral surface of the upper half of the push ring 15, the same angle member 22 and side support plate 23 as in the first embodiment described above. ing. Reference numeral 34 is an insertion side support member that supports the corridor 5, and is the same as that of the first embodiment described above.

【0024】これによると、受口側支持部材71は複数本
の植込ボルト70とナット17とにより固定されてダクタイ
ル鋳鉄管2の受口7に取付けられているため、溶接せず
に、受口側支持部材71を受口7に取付けることができ
る。これにより、ダクタイル鋳鉄管2に対して溶接せず
に容易に歩廊5を設けることができるため、歩廊5を利
用してダクタイル鋳鉄管2から成る水管橋1の点検が容
易に行える。
According to this, since the receiving port side supporting member 71 is fixed to the receiving port 7 of the ductile cast iron pipe 2 by being fixed by the plurality of stud bolts 70 and the nut 17, the receiving port side supporting member 71 is not welded. The mouth side support member 71 can be attached to the receptacle 7. Thereby, since the corridor 5 can be easily provided without welding to the ductile cast iron pipe 2, the inspection of the water pipe bridge 1 including the ductile cast iron pipe 2 can be easily performed by using the corridor 5.

【0025】また、歩廊5が受ける風圧により、受口側
支持部材71に管2の周方向へ回転しようとする回転力が
作用するが、受口側支持部材71は周方向の複数本の植込
ボルト70とナット17とにより固定されているため、大き
な回転力に耐えることができる。
Further, due to the wind pressure received by the corridor 5, a rotational force for rotating the receiving side support member 71 in the circumferential direction of the pipe 2 acts, but the receiving side support member 71 has a plurality of circumferentially arranged plants. Since it is fixed by the built-in bolt 70 and the nut 17, it can withstand a large rotational force.

【0026】さらに、ゴム輪9を挿口6の挿入方向へ押
圧するための押輪15を受口側支持部材71の一部として兼
用しているため、先の述べた第1および第2の形態にお
ける各支持フランジ20,62(図1,図5参照)が不要に
なり、部品点数が削減できる。
Further, since the push ring 15 for pushing the rubber ring 9 in the insertion direction of the insertion slot 6 is also used as a part of the receiving side support member 71, the first and second embodiments described above are provided. Since the support flanges 20 and 62 (see FIGS. 1 and 5) in FIG. 2 are unnecessary, the number of parts can be reduced.

【0027】次に、本発明の実施の第4の形態を図11〜
図13に基づいて説明する。図13に示すように実施の第4
の形態におけるダクタイル鋳鉄管2の継手構造は先に述
べた実施の第2の形態のもの(図7参照)とほぼ同一で
ある。すなわち、受口側支持部材80は、二つ割り構造の
押輪56と、この押輪56の上部押輪片56aの外周面に溶接
された支持板81と、先に述べた実施の第1の形態と同じ
アングル材22と側部支持板23とから構成されている。ま
た、34は歩廊5を支持する挿口側支持部材であり、先に
述べた実施の第1の形態のものと同じである。
Next, a fourth embodiment of the present invention will be described with reference to FIGS.
This will be described with reference to FIG. Fourth of the implementation as shown in FIG.
The joint structure of the ductile cast iron pipe 2 in the above embodiment is almost the same as that of the second embodiment described above (see FIG. 7). That is, the receiving side support member 80 includes a push ring 56 having a split structure, a support plate 81 welded to the outer peripheral surface of the upper push ring piece 56a of the push ring 56, and the same angle as in the first embodiment described above. It is composed of a member 22 and a side support plate 23. Reference numeral 34 is an insertion side support member that supports the corridor 5, and is the same as that of the first embodiment described above.

【0028】これによると、受口側支持部材80は複数本
のT頭ボルト58とナット59とにより固定されてダクタイ
ル鋳鉄管2の受口7に取付けられているため、溶接せず
に、受口側支持部材80を受口7に取付けることができ
る。これにより、ダクタイル鋳鉄管2に対して溶接せず
に容易に歩廊5を設けることができるため、歩廊5を利
用してダクタイル鋳鉄管2から成る水管橋1の点検が容
易に行える。
According to this, since the receiving port side supporting member 80 is fixed to the receiving port 7 of the ductile cast iron pipe 2 by being fixed by the plurality of T-head bolts 58 and nuts 59, the receiving port side supporting member 80 is not welded but is received. The mouth side support member 80 can be attached to the receptacle 7. Thereby, since the corridor 5 can be easily provided without welding to the ductile cast iron pipe 2, the inspection of the water pipe bridge 1 including the ductile cast iron pipe 2 can be easily performed by using the corridor 5.

【0029】また、歩廊5が受ける風圧により、受口側
支持部材80に管2の周方向へ回転しようとする回転力が
作用するが、受口側支持部材80は周方向の複数本のT頭
ボルト58とナット59とにより固定されているため、大き
な回転力に耐えることができる。
Further, due to the wind pressure received by the corridor 5, a rotational force that tends to rotate in the circumferential direction of the pipe 2 acts on the receiving side supporting member 80, but the receiving side supporting member 80 has a plurality of T in the circumferential direction. Since it is fixed by the head bolt 58 and the nut 59, it can withstand a large rotational force.

【0030】さらに、ゴム輪51を挿口6の挿入方向へ押
圧するための押輪56を受口側支持部材80の一部として兼
用しているため、先の述べた第1および第2の形態にお
ける各支持フランジ20,62(図1,図5参照)が不要に
なり、部品点数が削減できる。
Further, since the push ring 56 for pushing the rubber ring 51 in the insertion direction of the insertion slot 6 is also used as a part of the receiving side support member 80, the first and second embodiments described above are provided. Since the support flanges 20 and 62 (see FIGS. 1 and 5) in FIG. 2 are unnecessary, the number of parts can be reduced.

【0031】[0031]

【発明の効果】以上説明したように、本発明のうち請求
項1記載の発明によると、歩廊を支持する支持部材は複
数本の締結具により固定されて鋳鉄管の接合部に取付け
られているため、溶接せずに、支持部材を鋳鉄管の接合
部に取付けることができる。これにより、鋳鉄管に対し
て従来から敬遠されていた歩廊を溶接せずに容易に設け
ることができるため、この歩廊を利用して鋳鉄管から成
る水管橋の点検が容易に行える。
As described above, according to the first aspect of the present invention, the supporting member for supporting the walkway is fixed to the joint portion of the cast iron pipe by being fixed by a plurality of fasteners. Therefore, the support member can be attached to the joint portion of the cast iron pipe without welding. This makes it possible to easily install a walkway, which has been away from the cast iron pipe, without welding, so that the water pipe bridge made of the cast iron pipe can be easily inspected using this walkway.

【0032】また、歩廊が受ける風圧により、支持部材
に管の周方向へ回転しようとする回転力が作用するが、
支持部材は周方向の複数本の締結具により固定されてい
るため、大きな回転力に耐えることができる。
Further, due to the wind pressure received by the corridor, a rotational force that tends to rotate in the circumferential direction of the pipe acts on the support member,
Since the support member is fixed by a plurality of fasteners in the circumferential direction, it can withstand a large rotational force.

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

【図1】本発明の実施の第1の形態における歩廊付き水
管橋の支持部材の側面図である。
FIG. 1 is a side view of a support member of a water pipe bridge with a walkway according to a first embodiment of the present invention.

【図2】同歩廊付き水管橋の支持部材の正面図である。FIG. 2 is a front view of a support member of the water pipe bridge with a walkway.

【図3】同歩廊付き水管橋の鋳鉄管の継手部の拡大断面
図である。
FIG. 3 is an enlarged cross-sectional view of a joint portion of a cast iron pipe of the water pipe bridge with a walkway.

【図4】同歩廊付き水管橋の側面図である。FIG. 4 is a side view of the aqueduct with a walkway.

【図5】本発明の実施の第2の形態における歩廊付き水
管橋の支持部材の側面図である。
FIG. 5 is a side view of a support member for a water pipe bridge with a walkway according to a second embodiment of the present invention.

【図6】同歩廊付き水管橋の支持部材の正面図である。FIG. 6 is a front view of a support member of the water pipe bridge with a walkway.

【図7】同歩廊付き水管橋の鋳鉄管の継手部の拡大断面
図である。
FIG. 7 is an enlarged cross-sectional view of a joint portion of a cast iron pipe of the water pipe bridge with a walkway.

【図8】本発明の実施の第3の形態における歩廊付き水
管橋の支持部材の側面図である。
FIG. 8 is a side view of a support member of a water pipe bridge with a walkway according to a third embodiment of the present invention.

【図9】同歩廊付き水管橋の支持部材の正面図である。FIG. 9 is a front view of a support member of the water pipe bridge with a walkway.

【図10】同歩廊付き水管橋の鋳鉄管の継手部の拡大断
面図である。
FIG. 10 is an enlarged cross-sectional view of a joint portion of a cast iron pipe of the water pipe bridge with a walkway.

【図11】本発明の実施の第4の形態における歩廊付き
水管橋の支持部材の側面図である。
FIG. 11 is a side view of a support member of a water pipe bridge with a walkway according to a fourth embodiment of the present invention.

【図12】同歩廊付き水管橋の支持部材の正面図であ
る。
FIG. 12 is a front view of a support member of the water pipe bridge with a walkway.

【図13】同歩廊付き水管橋の鋳鉄管の継手部の拡大断
面図である。
FIG. 13 is an enlarged cross-sectional view of a joint portion of a cast iron pipe of the water pipe bridge with a walkway.

【符号の説明】[Explanation of symbols]

1 水管橋 2 ダクタイル鋳鉄管 5 歩廊 6 挿口 7 受口 9 ゴム輪(シール材) 15 押輪 16 植込ボルト(締結具) 17 ナット(締結具) 19 受口側支持部材 51 ゴム輪(シール材) 56 押輪 58 T頭ボルト(締結具) 59 ナット(締結具) 61 受口側支持部材 70 植込ボルト(締結具) 71 受口側支持部材 80 受口側支持部材 1 water pipe bridge 2 ductile cast iron pipe 5 corridor 6 insertion opening 7 receiving opening 9 rubber ring (sealing material) 15 push ring 16 stud bolt (fastening tool) 17 nut (fastening tool) 19 receiving side support member 51 rubber wheel (sealing material) ) 56 Push ring 58 T-head bolt (fastener) 59 Nut (fastener) 61 Receiving side support member 70 Implant bolt (fastener) 71 Receiving side supporting member 80 Receiving side supporting member

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 挿口を受口に挿入することにより接合さ
れた複数本の鋳鉄管から構成される水管橋において、上
記受口の開口部内周面と挿口の外周面との間に、環状の
シール材を嵌め込み、上記挿口に、シール材を挿口の挿
入方向へ押圧する押輪を外嵌し、上記受口の端面の周方
向複数箇所に、押輪を挿口の挿入方向へ引き寄せる締結
具を設け、上記水管橋の上方に、管軸方向に沿った歩廊
を配し、上記鋳鉄管の接合部に、歩廊を支持する支持部
材が複数本の上記締結具により固定されて取付けられて
いることを特徴とする歩廊付き水管橋。
1. In a water pipe bridge composed of a plurality of cast iron pipes joined by inserting an insertion opening into the receiving opening, between the inner peripheral surface of the opening of the receiving opening and the outer peripheral surface of the insertion opening, Insert a ring-shaped sealing material, fit a push ring that presses the sealing material in the insertion direction of the insertion hole to the above-mentioned insertion port, and pull the pushing ring toward the insertion direction of the insertion port at multiple points in the circumferential direction of the end face of the reception port. A fastener is provided, a walkway along the pipe axis direction is arranged above the water pipe bridge, and a support member for supporting the walkway is fixed to and attached to the joint portion of the cast iron pipe by the fasteners. A water pipe bridge with a walkway.
JP26192495A 1995-10-11 1995-10-11 Water pipe bridge with walkway Pending JPH09105111A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP26192495A JPH09105111A (en) 1995-10-11 1995-10-11 Water pipe bridge with walkway

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP26192495A JPH09105111A (en) 1995-10-11 1995-10-11 Water pipe bridge with walkway

Publications (1)

Publication Number Publication Date
JPH09105111A true JPH09105111A (en) 1997-04-22

Family

ID=17368619

Family Applications (1)

Application Number Title Priority Date Filing Date
JP26192495A Pending JPH09105111A (en) 1995-10-11 1995-10-11 Water pipe bridge with walkway

Country Status (1)

Country Link
JP (1) JPH09105111A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111926698A (en) * 2020-07-20 2020-11-13 深圳市市政设计研究院有限公司 Anti-collision wall structure

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111926698A (en) * 2020-07-20 2020-11-13 深圳市市政设计研究院有限公司 Anti-collision wall structure

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