JPS58522B2 - pipe bridge - Google Patents
pipe bridgeInfo
- Publication number
- JPS58522B2 JPS58522B2 JP51073792A JP7379276A JPS58522B2 JP S58522 B2 JPS58522 B2 JP S58522B2 JP 51073792 A JP51073792 A JP 51073792A JP 7379276 A JP7379276 A JP 7379276A JP S58522 B2 JPS58522 B2 JP S58522B2
- Authority
- JP
- Japan
- Prior art keywords
- pipe bridge
- pipe
- bridge
- wind
- 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 in a suspension bridge type or the like 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大きい。Since pipe bridges are installed at relatively high places, they are extremely susceptible to the effects of wind, and the vortices described above generate a large amount of vibration.
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、
管橋の上部または下部に、前記管橋と間隔をあけて複数
枚の矩形状平板が、前記管橋の中心軸線を通る垂直線に
対して左右対称に、前記中心軸線方向に間隔をあけて水
平に固定されていることに特徴を有する。This invention has been made to solve the above-mentioned problems, and includes a plurality of rectangular flat plates arranged at an interval from the pipe bridge at the upper or lower part of the pipe bridge, and arranged along the central axis of the pipe bridge. It is characterized by being horizontally fixed at intervals in the direction of the central axis, symmetrically with respect to a vertical line passing through the center axis.
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.
It 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、その上部に管橋1の中心軸線3から間隔eをあ
けて複数枚の矩形状平板(巾a。As shown in FIGS. 1 and 2, the pipe bridge 1 of this embodiment has a plurality of rectangular flat plates (width a) on its upper part spaced apart from the center axis 3 of the pipe bridge 1 by a distance e.
長さb)2が、中心軸線3を通る垂直線Y−Y’に対し
て左右対称に、中心軸線3方向に間隔gをあけて水平に
固定されているもので構成されている。The length b)2 is fixed horizontally at intervals g in the direction of the central axis 3, symmetrically with respect to the vertical line Y-Y' passing through the central axis 3.
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の中心軸線3を通る水平線x−x’とと距離e、矩
形平板2の巾aおよび長さb、矩形平板2の間隔g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 plate 2 and the horizontal line x-x' passing through the central axis 3 of the pipe bridge 1, the width a and length b of the rectangular plate 2, and the The relationship with the interval g was as follows.
e/d:0.72.a/d:0.83.b/d:4.1
.、g/d:4.1
第3図aおよびbから明らかなように、この発明の管橋
には、たわみ振動およびねじれ振動ともに生じず、風に
よる影響を全く受けないことがわかる。e/d:0.72. a/d: 0.83. b/d: 4.1
.. , g/d: 4.1 As is clear from FIGS. 3a and 3b, the pipe bridge of the present invention does not generate any flexural vibration or torsional vibration, and is not affected by wind at all.
上記例は矩形状平板2を管橋1の上部に固定したもので
あるが、平板2を管橋1の下部に上記例と同様に固定し
ても同様な効果がもたらされる。In the above example, the rectangular flat plate 2 is fixed to the upper part of the pipe bridge 1, but the same effect can be obtained even if the flat plate 2 is fixed to the lower part of the pipe bridge 1 in the same manner as in the above example.
なお、実際には、第4図に示すように、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。In addition, in reality, as shown in FIG.
A net-like walkway floor member 4 is installed between them.
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はならないことが実験の
結果確認された。As described above, it has been confirmed through experiments that even if 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、ねじれ振動が生じず、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 do not occur, 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 facilitated. It brings about useful effects such as being able to do things.
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, 4...floor member.
Claims (1)
数枚の矩形状平板が、前記管橋の中心軸線を通る垂直線
に対して左右対称に、前記中心軸線方向に間隔をあけて
水平に固定されていることを特徴とする管橋。A plurality of rectangular flat plates are arranged on the upper or lower part of the pipe bridge at intervals from the pipe bridge, symmetrically with respect to a vertical line passing through the center axis of the pipe bridge, and spaced apart in the direction of the center axis. A pipe bridge characterized by being fixed horizontally.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP51073792A JPS58522B2 (en) | 1976-06-24 | 1976-06-24 | pipe bridge |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP51073792A JPS58522B2 (en) | 1976-06-24 | 1976-06-24 | pipe bridge |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS53643A JPS53643A (en) | 1978-01-06 |
| JPS58522B2 true JPS58522B2 (en) | 1983-01-07 |
Family
ID=13528383
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP51073792A Expired JPS58522B2 (en) | 1976-06-24 | 1976-06-24 | pipe bridge |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS58522B2 (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6024801U (en) * | 1983-07-27 | 1985-02-20 | マツダ株式会社 | Camshaft holding device for multi-valve internal combustion engine |
| JP5619594B2 (en) * | 2010-12-21 | 2014-11-05 | 三菱重工業株式会社 | Damping structure of parallel bridge |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5017224U (en) * | 1973-06-12 | 1975-02-24 | ||
| JPS5033889U (en) * | 1973-07-20 | 1975-04-11 |
-
1976
- 1976-06-24 JP JP51073792A patent/JPS58522B2/en not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPS53643A (en) | 1978-01-06 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US4825705A (en) | Mass flow meter with equipment for determination of the coriolis force | |
| JPH0332643B2 (en) | ||
| JPS58522B2 (en) | pipe bridge | |
| JP3426675B2 (en) | Rectifier | |
| JPS60244317A (en) | Apparatus for improvement in flow deflection of flue gas of multi-flue boiler and separation of fly ash | |
| JPS5833324B2 (en) | pipe bridge | |
| JPH0472949B2 (en) | ||
| JP3663700B2 (en) | Wind resistant structure | |
| JP5357557B2 (en) | Parallel bridge | |
| JPH0650312A (en) | Member with element for reducing fluid resistance | |
| JPH01187204A (en) | Tower-like structure | |
| Gil | The catenary (almost) everywhere | |
| JPS5856762B2 (en) | Bridge vibration prevention method | |
| JPH0421847Y2 (en) | ||
| JPH0781243B2 (en) | Tower structure | |
| JPS6047405B2 (en) | Vibration prevention method for parallel bridges | |
| SE448008B (en) | BERBALK FOR FOIL OR LIKE, IN PARTICULAR FOR PAPER MACHINE ENLIST FILE | |
| JPH1136665A (en) | Anti-vibration device for straight-tube type chimney | |
| JPH0630606U (en) | Water-water separation structure of a square multi-tube once-through boiler | |
| JPH1171711A (en) | Wind-resisting and vibration-proofing device for bridge | |
| JP2008169543A (en) | Bridge | |
| SU1622492A1 (en) | Suspension one-cable bridge | |
| JP2001172912A (en) | Parallel bridge-damping device | |
| JP2001254313A (en) | Cable vibration control structure | |
| SU981077A1 (en) | Ship foundation |