JPH041215U - - Google Patents

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Publication number
JPH041215U
JPH041215U JP4060590U JP4060590U JPH041215U JP H041215 U JPH041215 U JP H041215U JP 4060590 U JP4060590 U JP 4060590U JP 4060590 U JP4060590 U JP 4060590U JP H041215 U JPH041215 U JP H041215U
Authority
JP
Japan
Prior art keywords
inbound
bridges
outbound
expressways
gap
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
JP4060590U
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 JP4060590U priority Critical patent/JPH041215U/ja
Publication of JPH041215U publication Critical patent/JPH041215U/ja
Pending legal-status Critical Current

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Landscapes

  • Bridges Or Land Bridges (AREA)

Description

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

第１図は本考案に係る制振橋梁の一実施例を示
す縦断面図、第２図は従来の制振橋梁の側面図、
第３図は高架橋の代表的な道路断面を示す縦断面
図、第４図は同道路を中央線より２分割した状態
を示す縦断面図である。 １……上り線構造体、２……下り線構造体、３
……固体、４……摩擦物質。 Fig. 1 is a vertical cross-sectional view showing an embodiment of a damping bridge according to the present invention, Fig. 2 is a side view of a conventional damping bridge,
FIG. 3 is a vertical cross-sectional view showing a typical road cross section of an elevated bridge, and FIG. 4 is a vertical cross-sectional view showing the road divided into two along the center line. 1... Up line structure, 2... Down line structure, 3
...Solid, 4...Frictional substance.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 高速道路等の高架橋や橋梁において、上り線と
下り線とを構造的に分離するとともに、同上り線
及び下り線構造体の間隙に摩擦物質を介在させた
固体を挿入してなることを特徴とする制振橋梁。 In elevated bridges and bridges on expressways, etc., the inbound and outbound tracks are structurally separated, and a solid material with a friction material is inserted into the gap between the inbound and outbound track structures. vibration damping bridge.
JP4060590U 1990-04-18 1990-04-18 Pending JPH041215U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4060590U JPH041215U (en) 1990-04-18 1990-04-18

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4060590U JPH041215U (en) 1990-04-18 1990-04-18

Publications (1)

Publication Number Publication Date
JPH041215U true JPH041215U (en) 1992-01-08

Family

ID=31550535

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4060590U Pending JPH041215U (en) 1990-04-18 1990-04-18

Country Status (1)

Country Link
JP (1) JPH041215U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011111802A (en) * 2009-11-26 2011-06-09 Railway Technical Res Inst Connecting structure of girder bridge

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011111802A (en) * 2009-11-26 2011-06-09 Railway Technical Res Inst Connecting structure of girder bridge

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