JPH02217504A - Cable supporting aqueduct - Google Patents
Cable supporting aqueductInfo
- Publication number
- JPH02217504A JPH02217504A JP3649289A JP3649289A JPH02217504A JP H02217504 A JPH02217504 A JP H02217504A JP 3649289 A JP3649289 A JP 3649289A JP 3649289 A JP3649289 A JP 3649289A JP H02217504 A JPH02217504 A JP H02217504A
- Authority
- JP
- Japan
- Prior art keywords
- cable
- bridge
- aqueduct
- supported
- bearing members
- 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
Links
- 230000007423 decrease Effects 0.000 claims 1
- 230000001105 regulatory effect Effects 0.000 abstract 2
- 239000000463 material Substances 0.000 description 3
- 239000013585 weight reducing agent Substances 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
Description
【発明の詳細な説明】
[産業上の利用分野]
この発明は橋体荷重を橋体に垂設された支持材を介して
ケーブルで支持するケーブル支持水管橋に関するもので
ある。DETAILED DESCRIPTION OF THE INVENTION [Industrial Application Field] The present invention relates to a cable-supported aqueduct bridge in which the load of the bridge body is supported by cables via supporting members suspended from the bridge body.
[従来の技術]
スパンの長い水管橋の場合、橋体の剛性を補うなうため
に、トラス補剛形式、ランガー補剛形式または斜張形式
等の水管橋が使用されている。[Prior Art] In the case of an aqueduct bridge with a long span, a truss-stiffened type, Langer-stiffened type, or cable-stayed type aqueduct bridge is used to compensate for the rigidity of the bridge body.
[解決しようとする課題]
しかし、トラス補剛形式の場合は、トラスを構成するた
めに強度の高い部材を多量に必要とすること、またラン
ガー補剛形式の場合は、アーチ部を構成するために強度
の高い部材を多量に必要とする等の問題がある。また、
斜張形式の場合には、長大なタワーを立てなければなら
ない等の問題がある。[Problems to be solved] However, in the case of the truss stiffening type, a large amount of high-strength members are required to construct the truss, and in the case of the Langer stiffening type, it is necessary to construct the arch part. There are problems such as the need for a large amount of high-strength members. Also,
In the case of the cable-stayed type, there are problems such as the need to erect a long tower.
この発明は、上記のような問題を解消できるようにした
ケーブル支持水管橋を提供することを課題とするもので
ある。An object of the present invention is to provide a cable-supported aqueduct bridge that can solve the above-mentioned problems.
[課題を解決するための手段]
この発明のケーブル支持水管橋は、水管橋本体の両端部
を橋台で支持すると共に、上記橋本体に該橋本体の中央
部から両端部に向かい順次高さの低くなる複数の支持材
を垂設し、これら支持材の下端部にそれぞれケーブル支
持部を設け、これらケーブル支持部にケーブルを掛け渡
してその両端を上記橋台に固定してなるものである。[Means for Solving the Problems] The cable-supported aqueduct bridge of the present invention supports both ends of the aqueduct bridge body with abutments, and the bridge body is provided with height-enhancing structures that gradually increase in height from the center of the bridge body toward both ends. A plurality of lower supporting members are installed vertically, cable supporting parts are provided at the lower ends of these supporting members, and cables are stretched over these cable supporting parts and both ends of the cables are fixed to the abutment.
[作用コ
橋体荷重を橋体に垂設された支持材を介してケーブルで
支持する構成であり、従来のトラス、剛体アーチ部で支
持する場合に比べ使用材料を大幅に軽減して、軽量化を
図ることができる。なお、トラス、剛体アーチに比べ側
面の受圧面積が少なくて済むため、風荷重が軽減でき、
この面からも軽量化を図ることができる。また、斜張形
式の場合のような長大なタワーを立てる必要がなく、施
工が容易になる。[Action] The bridge body load is supported by cables via support members installed vertically on the bridge body, which significantly reduces the amount of material used compared to the case of supporting with conventional trusses and rigid arches, making it lighter. It is possible to aim for In addition, compared to trusses and rigid arches, the pressure-receiving area on the sides is smaller, so wind loads can be reduced.
From this aspect as well, weight reduction can be achieved. In addition, there is no need to erect a long tower unlike in the case of a cable-stayed type, making construction easier.
[実施例] 以下、本発明の1実施例を図面により説明する。[Example] Hereinafter, one embodiment of the present invention will be described with reference to the drawings.
橋本体10の1端が受は台3を介して、また他端はロー
ラ4を介して、そけぞれ橋台2により支持されている。One end of the bridge body 10 is supported by the bridge abutment 2 via a support 3 and the other end via a roller 4.
橋体10に複数本の支持材11が垂設されている。これ
ら支持材11は、橋体10の中央部で最も高く、両端に
向かい順次低くなっている。これら支持材11は、プレ
ース12により補強されている。各支持材11の下端部
に、ケーブル16を受ける溝が形成されたケーブル支持
部13が設けられている。また、橋体10の両端部にケ
ーブル16を巻回する軸14が設けられている。A plurality of supporting members 11 are vertically provided on the bridge body 10. These supporting members 11 are highest at the center of the bridge body 10 and gradually become lower toward both ends. These supporting members 11 are reinforced by places 12. A cable support portion 13 in which a groove for receiving the cable 16 is formed is provided at the lower end of each support member 11 . Further, a shaft 14 around which a cable 16 is wound is provided at both ends of the bridge body 10.
そして、ケーブル16を各支持材11の支持部13に掛
け、橋体10両端部の軸14に巻回し、張力tA整後、
ケーブル16の両端を橋台2に固定する。Then, the cable 16 is hung around the support part 13 of each support member 11 and wound around the shaft 14 at both ends of the bridge body 10, and after adjusting the tension tA,
Both ends of the cable 16 are fixed to the abutment 2.
[発明の効果]
この発明のケーブル支持水管橋は上記のようなもので、
橋体荷重を橋体に垂設された支持材を介してケーブルで
支持する構成であるから、従来のトラス、剛体アーチ部
で支持する場合に比べ使用材料を大幅に軽減して、軽量
化を図ることができる。なお、トラス、剛体アーチに比
べ側面の受圧面積が少なくて済むため、風荷重が軽減で
き、この面からも軽量化を図ることができる。また、斜
張形式の場合のような長大なタワーを立てる必要がなく
、施工が容易になる。[Effect of the invention] The cable supported aqueduct bridge of this invention is as described above,
Since the bridge body load is supported by cables via supporting members installed vertically on the bridge body, the material used is significantly reduced compared to the conventional case where support is supported by trusses and rigid arches, resulting in weight reduction. can be achieved. In addition, since the pressure-receiving area of the side surface is smaller than that of a truss or a rigid arch, the wind load can be reduced, and weight reduction can also be achieved from this point of view. In addition, there is no need to erect a long tower unlike in the case of a cable-stayed type, making construction easier.
第1図は本発明の1実施例を示す説明図である。
2・・・橋台 10・・・橋本体 11・・・支持材1
3・・・ケーブル支持部 16・・・ケーブル1lF1
図FIG. 1 is an explanatory diagram showing one embodiment of the present invention. 2... Bridge abutment 10... Bridge body 11... Support material 1
3... Cable support part 16... Cable 1lF1
figure
Claims (1)
体に該橋本体の中央部から両端部に向かい順次高さの低
くなる複数の支持材を垂設し、これら支持材の下端部に
それぞれケーブル支持部を設け、これらケーブル支持部
にケーブルを掛け渡してその両端を上記橋台に固定して
なるケーブル支持水管橋。Both ends of the main body of the aqueduct bridge are supported by abutments, and a plurality of supporting members whose height decreases sequentially from the center of the bridge main body toward both ends are hung from the bridge main body, and the lower ends of these supporting members are A cable-supported aqueduct bridge in which cable support sections are provided respectively, cables are stretched across these cable support sections, and both ends of the cables are fixed to the abutments.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP3649289A JPH02217504A (en) | 1989-02-16 | 1989-02-16 | Cable supporting aqueduct |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP3649289A JPH02217504A (en) | 1989-02-16 | 1989-02-16 | Cable supporting aqueduct |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH02217504A true JPH02217504A (en) | 1990-08-30 |
Family
ID=12471322
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP3649289A Pending JPH02217504A (en) | 1989-02-16 | 1989-02-16 | Cable supporting aqueduct |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH02217504A (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US6892409B1 (en) | 2004-04-27 | 2005-05-17 | Jillian Marie Kaup | Portable bridge apparatus |
CN102182143A (en) * | 2011-04-06 | 2011-09-14 | 江苏省交通科学研究院股份有限公司 | Lower chord type bridge rope rod connecting device |
KR101298172B1 (en) * | 2013-02-15 | 2013-08-20 | 이엔이건설주식회사 | Stress ribbon bridge using support member fixed abutment and construction method therefor |
-
1989
- 1989-02-16 JP JP3649289A patent/JPH02217504A/en active Pending
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US6892409B1 (en) | 2004-04-27 | 2005-05-17 | Jillian Marie Kaup | Portable bridge apparatus |
CN102182143A (en) * | 2011-04-06 | 2011-09-14 | 江苏省交通科学研究院股份有限公司 | Lower chord type bridge rope rod connecting device |
KR101298172B1 (en) * | 2013-02-15 | 2013-08-20 | 이엔이건설주식회사 | Stress ribbon bridge using support member fixed abutment and construction method therefor |
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