JPH0482015U - - Google Patents

Info

Publication number
JPH0482015U
JPH0482015U JP12276290U JP12276290U JPH0482015U JP H0482015 U JPH0482015 U JP H0482015U JP 12276290 U JP12276290 U JP 12276290U JP 12276290 U JP12276290 U JP 12276290U JP H0482015 U JPH0482015 U JP H0482015U
Authority
JP
Japan
Prior art keywords
bridge
main
wind tunnel
pair
diagonal 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
JP12276290U
Other languages
Japanese (ja)
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 filed Critical
Priority to JP12276290U priority Critical patent/JPH0482015U/ja
Publication of JPH0482015U publication Critical patent/JPH0482015U/ja
Pending legal-status Critical Current

Links

Landscapes

  • Bridges Or Land Bridges (AREA)
  • Aerodynamic Tests, Hydrodynamic Tests, Wind Tunnels, And Water Tanks (AREA)

Description

【図面の簡単な説明】[Brief explanation of the drawing]

第1図乃至第4図a,b,cは本考案の実施例
としての風洞試験用橋梁主塔模型を示すもので、
第1図はその斜視図、第2図は第1図の−矢
視断面図、第3図は塔柱における斜材の組立図、
第4図a,b,cはいずれも結合部材の斜視図で
あり、第5図は橋梁の一例を示す概念図、第6図
aは塔柱の概略図、同bは実橋の振動モードを示
す概略図、同cは従来の模型の振動モードの概略
図である。 1……塔柱、2……主柱、3……斜材、4……
結合部材、5……水平材、6……基台、7……外
形材、8……締付ボルト、10……主塔。
Figures 1 to 4 a, b, and c show bridge tower models for wind tunnel tests as examples of the present invention.
Fig. 1 is a perspective view thereof, Fig. 2 is a sectional view taken along the - arrow in Fig. 1, and Fig. 3 is an assembled view of diagonal members in the tower column.
Figures 4a, b, and c are all perspective views of connecting members, Figure 5 is a conceptual diagram showing an example of a bridge, Figure 6a is a schematic diagram of a tower column, and Figure 6b is a vibration mode of an actual bridge. A schematic diagram illustrating the vibration mode of a conventional model. 1... Tower pillar, 2... Main pillar, 3... Diagonal beam, 4...
Connecting member, 5...Horizontal member, 6...Base, 7...Outline member, 8...Tightening bolt, 10...Main tower.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 橋梁の耐風安定性を検証するための風洞試験用
橋梁主塔模型において、一対の主柱と同一対の主
柱間に配設されたX形の斜材とをそなえ、同斜材
の一部に弾性材で構成された結合部材が介設され
ていることを特徴とする、風洞試験用橋梁主塔模
型。
A bridge tower model for wind tunnel tests to verify the wind resistance stability of bridges is equipped with a pair of main columns and an X-shaped diagonal member placed between the same pair of main columns, and a part of the same diagonal member is A bridge main tower model for wind tunnel testing, characterized in that a connecting member made of an elastic material is interposed in the bridge.
JP12276290U 1990-11-22 1990-11-22 Pending JPH0482015U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP12276290U JPH0482015U (en) 1990-11-22 1990-11-22

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP12276290U JPH0482015U (en) 1990-11-22 1990-11-22

Publications (1)

Publication Number Publication Date
JPH0482015U true JPH0482015U (en) 1992-07-16

Family

ID=31870516

Family Applications (1)

Application Number Title Priority Date Filing Date
JP12276290U Pending JPH0482015U (en) 1990-11-22 1990-11-22

Country Status (1)

Country Link
JP (1) JPH0482015U (en)

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