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JPH09105109A - Aqueduct with walkway - Google Patents

Aqueduct with walkway

Info

Publication number
JPH09105109A
JPH09105109A JP26192295A JP26192295A JPH09105109A JP H09105109 A JPH09105109 A JP H09105109A JP 26192295 A JP26192295 A JP 26192295A JP 26192295 A JP26192295 A JP 26192295A JP H09105109 A JPH09105109 A JP H09105109A
Authority
JP
Japan
Prior art keywords
cast iron
walkway
water pipe
fixing flange
pipe
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
JP26192295A
Other languages
Japanese (ja)
Other versions
JP3145017B2 (en
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 JP26192295A priority Critical patent/JP3145017B2/en
Publication of JPH09105109A publication Critical patent/JPH09105109A/en
Application granted granted Critical
Publication of JP3145017B2 publication Critical patent/JP3145017B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Bridges Or Land Bridges (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a water pipe bridge with a walkway which is formed by connection of a plurality of cast iron pipes to remarkably reduce the welded parts to the cast iron pipes. SOLUTION: In a water pipe bridge 1 constituted of a plurality of cast iron pipes 2 which are connected by inserting the insertion end 6 into the receive end 7, a walkway 5 is installed along the axial direction of the pipe, above the water pipe bridge and a fixing flange 19 is welded at the outer peripheral face of the receive end 7. Support members 20 of the receive end side supporting the walkway 5 are connected and fixed to the fixing flange 19 through hexagonal bolts and nuts 25, 26 arranged at a plurality of peripheral positions.

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、かつ鋳鉄管へ
の溶接部分を大幅に少なくすることにより歩廊を設けた
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 provides a water pipe bridge which is formed by joining a plurality of cast iron pipes and which has a walkway by significantly reducing the welded portion to the cast iron pipes. The purpose is to do.

【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、この水管橋の上方に、管
軸方向に沿った歩廊を配し、上記受口の外周面に固定用
フランジを設け、この固定用フランジに、周方向の複数
箇所に配設された締結具を介して、上記歩廊を支持する
支持部材が固定さ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, a walkway along the pipe axis direction is arranged above this water pipe bridge, and a fixing flange is provided on the outer peripheral surface of the receiving port, and this fixing flange is provided at a plurality of positions in the circumferential direction. It is characterized in that a supporting member for supporting the above-mentioned corridor is fixed via a fastener provided.

【0006】これによると、歩廊を支持する支持部材
は、周方向の複数箇所に配設された締結具を介して、固
定用フランジに固定されているため、鋳鉄管への溶接は
固定用フランジのみで済み、したがって、鋳鉄管への溶
接部分を大幅に少なくして、支持部材を受口側に取付け
ることができる。
According to this, since the supporting member for supporting the corridor is fixed to the fixing flange via fasteners arranged at a plurality of circumferential positions, the fixing flange is used for welding to the cast iron pipe. Therefore, it is possible to attach the support member to the receiving side while significantly reducing the welded portion to the cast iron pipe.

【0007】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箇所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 fasteners at a plurality of positions in the circumferential direction, it can withstand a large rotational force.

【0008】[0008]

【発明の実施の形態】以下、本発明の実施の形態を図面
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。
Embodiments of the present invention will be described below with reference to the drawings. As shown in FIG. 4, reference numeral 1 denotes a water pipe bridge installed in a river or the like, and a plurality of ductile cast iron pipes 2
It is composed of a conduit 3 having a gentle curvature. 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.

【0009】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. 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.

【0010】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、シール材として環状のゴム輪9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, a ring-shaped rubber ring 9 is used as a sealing material. 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 periphery of the tip of the insertion opening 6, a protrusion that engages with the lock ring 11 in the tube axial direction to prevent the insertion opening 6 from being separated from the receiving opening 7.
13 are formed all around.

【0011】上記挿口6には、ゴム輪9を挿口6の挿入
方向へ押圧する押輪14が外嵌されている。この押輪14は
周方向に二分割された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15の周方向複数
箇所には、押輪14を挿口6の挿入方向へ引き寄せるT頭
ボルト16とナット17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14が挿口6の挿入方向へ移
動し、以て、ゴム輪9が挿口6の挿入方向へ押圧され
る。
A push ring 14 for pressing the rubber ring 9 in the insertion direction of the insertion slot 6 is fitted on the insertion slot 6. The push ring 14 has a halved structure divided into two in the circumferential direction. T-head bolts 16 and nuts 17 for pulling the push ring 14 toward the insertion direction of the insertion port 6 are provided at a plurality of circumferential positions of the reception port flange 15 formed at the end of the reception port 7. These nuts 17
By tightening, the push ring 14 moves in the insertion direction of the insertion slot 6, and the rubber ring 9 is pressed in the insertion direction of the insertion slot 6.

【0012】上記受口7の上半分の外周面には、半円状
の固定用フランジ19が上記受口フランジ15よりも奥方位
置に溶接されている。この固定用フランジ19には、上記
歩廊5を受口7の側から支持する受口側支持部材20が固
定されている。すなわち、上記受口側支持部材20は、受
口7の上半分の外周面に外嵌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。
A semicircular fixing flange 19 is welded to the outer peripheral surface of the upper half of the receptacle 7 at a position deeper than the receptacle flange 15. To this fixing flange 19, a receiving-side support member 20 that supports the walkway 5 from the receiving port 7 side is fixed. That is, the receiving port side supporting member 20 is provided on the outer peripheral surface of the upper half of the receiving port 7 and the supporting plate 21 having a wider width toward the upper part, and both side portions of the upper surface of the supporting plate 21. The angle member 22 and side support plates 23 provided on both sides of the upper portion of the support plate 21 and formed wider toward the pipe axis toward the upper portion.
It is composed of

【0013】上記支持板21は、周方向の複数箇所(図2
では上部と左右両側部との三箇所)に挿通された六角ボ
ルト25(締結具の一例)とこれら六角ボルト25に螺合さ
れたナット26(締結具の一例)とにより、固定用フラン
ジ19に連結固定されている。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28を介して
一体に溶接されており、これら取付板28をボルト,ナッ
ト29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 support plate 21 is provided at a plurality of positions in the circumferential direction (see FIG. 2).
Then, with the hexagon bolts 25 (one example of fasteners) inserted through the upper portion and the left and right side portions) and the nuts 26 (one example of fasteners) screwed to the hexagon bolts 25, the fixing flange 19 is fixed. It is connected and fixed. Also, as shown in FIG.
The angle member 22 and the side support plate 23 are integrally welded to each other via a mounting plate 28, and by connecting and fixing the mounting plate 28 to the supporting plate 21 with bolts and nuts 29, the angle member is fixed.
22 and side support plate 23 are attached to support plate 21.

【0014】上記歩廊5は、作業者が歩行する歩み板31
と、手すり32を備えたサイドフレーム33とから構成され
ている。上記歩み板31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47によ
り固定されている。歩み板31の下部には、両側のアング
ル材22の間に嵌脱自在な凸部31aが形成されている。ま
た、上記サイドフレーム33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33の端部と他方の
サイドフレーム33の端部とがボルト34とナット35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
34が挿通されるサイドフレーム33のボルト孔36は管軸方
向に長い長孔に形成されている。
The walkway 5 has a walk board 31 on which an operator walks.
And a side frame 33 having a handrail 32. The step plate 31 is divided into a plurality of pieces in the tube axis direction, supported between the angle members 22 on both sides, and fixed by bolts 47. On the lower part of the step plate 31, there is formed a convex portion 31a which can be freely inserted and removed between the angle members 22 on both sides. Further, the side frame 33 is divided into a plurality in the pipe axis direction, and the end portion of one side frame 33 and the end portion of the other side frame 33 which are adjacent to each other are provided with the angle member 22 via a bolt 34 and a nut 35. It is connected and fixed to. The above bolt
The bolt hole 36 of the side frame 33 into which the 34 is inserted is formed as a long hole that is long in the pipe axis direction.

【0015】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38が設けられている。
この挿口側支持部材38は、上記受口側支持部材20と同様
に、支持板39とアングル材40と側部支持板41とから構成
され、上記支持板39は挿口6に外嵌された鋼製の取付バ
ンド42に溶接されている。この取付バンド42は、周方向
に二分割された二つ割り構造を有し、ボルト43とナット
44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42と挿口6との間にはゴム板
45が挾み込まれている。
Further, as shown in FIG. 1, the insertion opening side support member 38 for supporting the walkway 5 is also provided in the insertion opening 6.
The insertion side support member 38 is composed of a support plate 39, an angle member 40, and a side support plate 41, like the reception side support member 20, and the support plate 39 is externally fitted to the insertion port 6. Welded to a steel mounting band 42. This mounting band 42 has a structure in which it is divided into two in the circumferential direction.
It is attached by pinching the outer peripheral surface of the insertion opening 6 with 44. A rubber plate is placed between the mounting band 42 and the insertion opening 6.
45 is sandwiched.

【0016】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20は、
周方向の複数箇所に配設された六角ボルト25とナット26
とを介して、固定用フランジ19に固定されているため、
ダクタイル鋳鉄管2への溶接は上記固定用フランジ19の
みで済み、したがって、ダクタイル鋳鉄管2への溶接部
分を大幅に少なくして、受口側支持部材20を受口7の側
に取付けることができる。同様に、挿口側支持部材38は
取付バンド42により固定されて挿口6に取付けられてい
るため、溶接せずに、挿口側支持部材38を挿口6に取付
けることができる。このように、ダクタイル鋳鉄管2へ
の溶接部分を大幅に少なくして容易に歩廊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 20 supporting the walkway 5 is
Hexagon bolts 25 and nuts 26 arranged at multiple points in the circumferential direction
Since it is fixed to the fixing flange 19 via
Welding to the ductile cast iron pipe 2 is required only with the fixing flange 19 described above. Therefore, it is possible to greatly reduce the welded portion to the ductile cast iron pipe 2 and attach the socket side support member 20 to the socket 7 side. it can. Similarly, since the insertion port side support member 38 is fixed to the insertion port 6 by being fixed by the attachment band 42, the insertion port side support member 38 can be attached to the insertion port 6 without welding. In this way, since the corridor 5 can be easily provided by significantly reducing the welded portion to the ductile cast iron pipe 2, the corridor 5 is utilized to make the ductile cast iron pipe 2
The water pipe bridge 1 consisting of can be easily inspected.

【0017】また、歩廊5が受ける風圧により、受口側
支持部材20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20は周方向の複数本の六角
ボルト25とナット26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 tries to rotate the receiving side support member 20 in the circumferential direction of the pipe 2 acts, but the receiving side support member 20 has a plurality of hexagons in the circumferential direction. Since it is fixed by the bolt 25 and the nut 26, it is possible to endure a large rotational force.

【0018】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36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 long diameter of the bolt hole 36. Therefore, the movement of the insertion opening 6 in the tube axis direction can be absorbed.

【0019】上記実施の形態では、締結具の一例として
六角ボルト25とナット26を用いたが、六角穴付きボルト
などを用いてもよい。
In the above embodiment, the hexagonal bolt 25 and the nut 26 are used as an example of the fastener, but a hexagon socket head cap screw or the like may be used.

【0020】[0020]

【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、
周方向の複数箇所に配設された締結具を介して、固定用
フランジに固定されているため、鋳鉄管への溶接は固定
用フランジのみで済み、したがって、鋳鉄管への溶接部
分を大幅に少なくして、支持部材を受口側に取付けるこ
とができる。このように、鋳鉄管への溶接部分を大幅に
少なくし得るため、鋳鉄管に従来敬遠されていた歩廊を
容易に設けることができ、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
Since it is fixed to the fixing flange via fasteners arranged at multiple locations in the circumferential direction, welding to the cast iron pipe only requires the fixing flange. The number of supporting members can be reduced and the supporting member can be attached to the receiving side. In this way, since the welded part to the cast iron pipe can be significantly reduced, it is possible to easily provide a cast iron pipe with a walkway that was conventionally shunned. Easy to do.

【0021】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箇所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 fasteners at a plurality of positions 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 an embodiment of the present invention.

【図2】図1におけるA−A矢視図である。FIG. 2 is a view taken in the direction of arrows AA in FIG.

【図3】鋳鉄管の継手部の拡大断面図である。FIG. 3 is an enlarged sectional view of a joint portion of a cast iron pipe.

【図4】歩廊付き水管橋の側面図である。FIG. 4 is a side view of an aqueduct with 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 19 固定用フランジ 20 受口側支持部材 25 六角ボルト(締結具) 26 ナット(締結具) 1 Water pipe bridge 2 Ductile cast iron pipe 5 Corridor 6 Insert 7 Receptacle 19 Fixing flange 20 Receptacle side support member 25 Hexagon bolt (fastener) 26 Nut (fastener)

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、こ
の水管橋の上方に、管軸方向に沿った歩廊を配し、上記
受口の外周面に固定用フランジを設け、この固定用フラ
ンジに、周方向の複数箇所に配設された締結具を介し
て、上記歩廊を支持する支持部材が固定されていること
を特徴とする歩廊付き水管橋。
1. A water pipe bridge composed of a plurality of cast iron pipes joined by inserting an insertion opening into a receiving opening, wherein a corridor along the pipe axis direction is arranged above the water pipe bridge, A fixing flange is provided on the outer peripheral surface of the receiving opening, and a supporting member for supporting the corridor is fixed to the fixing flange via fasteners arranged at a plurality of circumferential positions. Aqueduct with walkway.
JP26192295A 1995-10-11 1995-10-11 Water pipe bridge with walkway Expired - Fee Related JP3145017B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP26192295A JP3145017B2 (en) 1995-10-11 1995-10-11 Water pipe bridge with walkway

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP26192295A JP3145017B2 (en) 1995-10-11 1995-10-11 Water pipe bridge with walkway

Publications (2)

Publication Number Publication Date
JPH09105109A true JPH09105109A (en) 1997-04-22
JP3145017B2 JP3145017B2 (en) 2001-03-12

Family

ID=17368595

Family Applications (1)

Application Number Title Priority Date Filing Date
JP26192295A Expired - Fee Related JP3145017B2 (en) 1995-10-11 1995-10-11 Water pipe bridge with walkway

Country Status (1)

Country Link
JP (1) JP3145017B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107447662A (en) * 2017-09-15 2017-12-08 张家港沙工科技服务有限公司 A kind of bridge side poling constructing device
CN113931055A (en) * 2021-11-12 2022-01-14 上海市城市建设设计研究总院(集团)有限公司 Water landscape plank road combining prefabricated square pile and cast-in-place concrete member

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107447662A (en) * 2017-09-15 2017-12-08 张家港沙工科技服务有限公司 A kind of bridge side poling constructing device
CN113931055A (en) * 2021-11-12 2022-01-14 上海市城市建设设计研究总院(集团)有限公司 Water landscape plank road combining prefabricated square pile and cast-in-place concrete member

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