JPS5833324B2 - pipe bridge - Google Patents
pipe bridgeInfo
- Publication number
- JPS5833324B2 JPS5833324B2 JP13736482A JP13736482A JPS5833324B2 JP S5833324 B2 JPS5833324 B2 JP S5833324B2 JP 13736482 A JP13736482 A JP 13736482A JP 13736482 A JP13736482 A JP 13736482A JP S5833324 B2 JPS5833324 B2 JP S5833324B2
- Authority
- JP
- Japan
- Prior art keywords
- pipe bridge
- pipe
- flat plates
- bridge
- vibration
- 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.)
- Expired
Links
Landscapes
- Bridges Or Land Bridges (AREA)
Description
【発明の詳細な説明】
この発明は、吊橋式等に設置される水道、ガス、油等を
輸送するための管橋に関するものである。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a pipe bridge installed as a suspension bridge for transporting water, gas, oil, etc.
円形断面を有する物体が、例えば水、空気等の流体中に
置かれた場合、その物体の後流側にはカルマン渦が周期
的に発生し、この渦による強制力によって物体が振動す
ることが知られており、これは実験的にも確められてい
る。When an object with a circular cross section is placed in a fluid such as water or air, Karman vortices are periodically generated on the downstream side of the object, and the forcing force of these vortices can cause the object to vibrate. This is known and has been experimentally confirmed.
前記物体としては、例えば上述した管橋があげられる。Examples of the object include the above-mentioned pipe bridge.
管橋は比較的高所に設置されるので、風による影響を極
めて受は易すく、前述の渦による振動の発生が太きい。Since the pipe bridge is installed at a relatively high place, it is extremely susceptible to the influence of wind, and the vibrations caused by the aforementioned vortices are significant.
従って、従来、管橋において、風による影響、即ち、風
による振動をいかに小さく押えるかが大きな問題となっ
ていた。Therefore, in the past, a major problem in pipe bridges was how to suppress the influence of wind, that is, the vibration caused by wind.
この発明は、上述の問題点を解決するためになされたも
のであって、
管橋の両側に、前記管橋の軸線方向にそって複数枚の矩
形状平板が間隔をあけて同一水平面上に水平に固定され
、前記平板は互いに千鳥状に配列されていることに特徴
を有する。This invention was made to solve the above-mentioned problem, and includes a plurality of rectangular flat plates arranged on the same horizontal plane at intervals along the axial direction of the pipe bridge on both sides of the pipe bridge. The flat plates are fixed horizontally and are arranged in a staggered manner.
この発明を実施例により図面を参照しながら説明する。The present invention will be described by way of examples with reference to the drawings.
第1図は、この発明の実施例の部分斜視図、第2図は同
正面図である。FIG. 1 is a partial perspective view of an embodiment of the invention, and FIG. 2 is a front view of the same.
第1図および第2図に示されるように、この実施例の管
橋1は、その両側に管橋1の中心軸線3にそって複数枚
の矩形状平板2(巾a、長さb)が間隔すをあけて、中
心軸線3を通る水平線X−により距離eだけ下った同一
水平面上に水平に固定されていて、平板2は互いに千鳥
状に配列されているもので構成されている。As shown in FIGS. 1 and 2, the pipe bridge 1 of this embodiment has a plurality of rectangular flat plates 2 (width a, length b) along the central axis 3 of the pipe bridge 1 on both sides. are fixed horizontally at intervals on the same horizontal plane that is a distance e down from the horizontal line X- passing through the central axis 3, and the flat plates 2 are arranged in a staggered manner.
第3図aに、上記のように構成されている管橋1に第1
図中矢印で示される方向から風を吹付けた場合の管橋1
に生じるたわみ振動の結果を、従来例、即ち、管橋の上
部にネット状の歩廊部材を管軸方向にそって連続的に設
けた管橋に生じるたわみ振動の結果と合わせて示し、同
す図にねじれ振動の結果を示す。FIG. 3a shows that the pipe bridge 1 configured as described above has a first
Pipe bridge 1 when wind is blown from the direction indicated by the arrow in the figure
The results of the flexural vibrations that occur in the conventional example, that is, the results of the flexural vibrations that occur in a pipe bridge in which a net-like walkway member is continuously provided along the pipe axis direction on the top of the pipe bridge, are shown together with the results of the flexural vibrations that occur in the pipe bridge. The figure shows the results of torsional vibration.
この実験において、管橋1の直径d、矩形状平板2と管
橋1の中心軸3を通る水平線X−yとの距離e、矩形平
板2の巾aおよび長さb、矩形平板2の間隔すとの関係
は、次の通りであった。In this experiment, the diameter d of the pipe bridge 1, the distance e between the rectangular flat plate 2 and the horizontal line X-y passing through the central axis 3 of the pipe bridge 1, the width a and length b of the rectangular flat plate 2, and the interval between the rectangular flat plates 2 The relationship between the two was as follows.
e/d :0.O、a/d :083 、b/d :
8・2第3図aおよびbから明らかなように、この発明
の管橋に生じるたわみ振動およびねじれ振動は、従来例
に比べて大巾に低下することがわかる。e/d:0. O, a/d: 083, b/d:
As is clear from FIGS. 3a and 3b of 8.2, the flexural vibration and torsional vibration occurring in the pipe bridge of the present invention are significantly reduced compared to the conventional example.
これは、平板がある部分の管橋の振動の方向と平板がな
い部分の管橋の振動の方向とはその方向とはその方向が
互いに逆方向になる結果振動が打消されるためである。This is because the direction of vibration of the pipe bridge in the part where the flat plate is located and the direction of vibration of the pipe bridge in the part without the flat plate are opposite to each other, so that the vibrations are canceled out.
上記平板2は管橋1の側面から適当な距離をあけて固定
しても良い。The flat plate 2 may be fixed at an appropriate distance from the side surface of the pipe bridge 1.
なお、実際には、第4図に示されるように、隣接する平
板2間にネット状の歩廊用床部材4を取付ける。Actually, as shown in FIG. 4, a net-shaped walkway floor member 4 is attached between adjacent flat plates 2.
このように、平板2間に床部材4を取付けても、たわみ
振動、ねじれ振動の発生原因にならないことが実験によ
って確認された。In this way, it has been confirmed through experiments that even when the floor member 4 is attached between the flat plates 2, it does not cause flexural vibration or torsional vibration.
以上説明したように、この発明によれば、風によるたわ
み振動、ねじれ振動が大巾に減少し、しかも、振動防止
用の矩形状平板を歩廊用床部材の一部に利用できるので
歩廊の設置が容易に行えるといった有用な効果がもたら
される。As explained above, according to the present invention, bending vibrations and torsional vibrations caused by wind are greatly reduced, and since a rectangular flat plate for vibration prevention can be used as a part of the floor member for the walkway, installation of the walkway is possible. This brings about useful effects such as making it easier to perform the following tasks.
第1図は、この発明の実施例の部分斜視図、第2図は、
同正面図、第3図aは、風速とたわみとの関係を示す図
、同す図は、風速とねじれ角との関係を示す図、第4図
は、この発明の他の実施例を示す部分平面図である。
図面において、1・・・管橋、2・・・平板、3・・・
中心軸線、4・・・床部材。FIG. 1 is a partial perspective view of an embodiment of the invention, and FIG.
The same front view, FIG. 3a is a diagram showing the relationship between wind speed and deflection, the same diagram is a diagram showing the relationship between wind speed and twist angle, and FIG. 4 is a diagram showing another embodiment of the present invention. FIG. In the drawings, 1...pipe bridge, 2...flat plate, 3...
Center axis line, 4...floor member.
Claims (1)
の矩形状平板が間隔をあけて同一水平面上に水平に固定
され、前記平板は互いに千鳥状に配列されていることを
特徴とする管橋。1. A plurality of rectangular flat plates are horizontally fixed on the same horizontal plane at intervals along the axial direction of the pipe bridge on both sides of the pipe bridge, and the flat plates are arranged in a staggered manner. Kanbashi.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP13736482A JPS5833324B2 (en) | 1982-08-09 | 1982-08-09 | pipe bridge |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP13736482A JPS5833324B2 (en) | 1982-08-09 | 1982-08-09 | pipe bridge |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS5844108A JPS5844108A (en) | 1983-03-15 |
| JPS5833324B2 true JPS5833324B2 (en) | 1983-07-19 |
Family
ID=15196944
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP13736482A Expired JPS5833324B2 (en) | 1982-08-09 | 1982-08-09 | pipe bridge |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5833324B2 (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP5653578B2 (en) * | 2008-09-12 | 2015-01-14 | 三菱重工鉄構エンジニアリング株式会社 | Girder bridge that is supported by the fulcrum of the pier and does not have an opening that penetrates in the vertical direction at the center in the width direction of the floor slab, and its installation method |
-
1982
- 1982-08-09 JP JP13736482A patent/JPS5833324B2/en not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPS5844108A (en) | 1983-03-15 |
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