Segment high pier bridge seismic reduction and isolation structure using inhaul cable supports arranged on double layers

A shock-absorbing isolation and segmental technology, applied in bridges, bridge parts, bridge construction, etc., can solve the problems of lack of high bridge piers, etc., and achieve the effects of reduced capacity design requirements, good economy, and good adaptability

Inactive Publication Date: 2014-05-21
SHANGHAI URBAN CONSTR DESIGN RES INST GRP CO LTD
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  • Application Information

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Problems solved by technology

[0004] At present, there is a lack of experience at home and abroad on hig

Method used

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  • Segment high pier bridge seismic reduction and isolation structure using inhaul cable supports arranged on double layers
  • Segment high pier bridge seismic reduction and isolation structure using inhaul cable supports arranged on double layers

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Embodiment Construction

[0022] Such as figure 1 and figure 2 As shown, a segmental high-pier bridge shock-absorbing and isolation structure adopting double-layered cable supports in this embodiment includes caps 1, lower pier body 2, and upper pier body 3 stacked in sequence from bottom to top. and beam body 4. Wherein, the present embodiment also includes two first cable supports 5 and two second cable supports 6, as shown in the figure, the first cable supports 5 are arranged on the top surface of the upper pier body 3, The beam body 4 is superimposed on the top surface of the upper pier body 3 through the first cable support 5, the second cable support 6 is arranged on the butt surface of the lower pier body 2 and the upper pier body 3, and the upper pier body 3 The second cable support 6 is superimposed on the lower pier body 2 .

[0023] Specifically, as shown in the figure, the second cable support 6 of this embodiment is located in the middle and upper part of the seismic isolation structu...

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Abstract

The invention discloses a segment high pier bridge seismic reduction and isolation structure using inhaul cable supports arranged on double layers. The segment high pier bridge seismic reduction and isolation structure comprises a bearing platform, a lower pier body, an upper pier body and a beam body which are sequentially stacked from bottom to top; the segment high pier bridge seismic reduction and isolation structure further comprises the first inhaul cable support and the second inhaul cable support, the first inhaul cable support is arranged on the top surface of the upper pier body, the beam body is stacked on the top surface of the upper pier body through the first inhaul cable support, the second inhaul cable support is arranged on a butt joint surface of the lower pier body and the upper pier body, and the upper pier body is stacked on the lower pier body through the second inhaul cable support. The segment high pier bridge seismic reduction and isolation structure achieves the purposes of enhancing seismic reduction and limiting capability of a bridge system and meanwhile improving adaptability and diversity of seismic reduction and isolation technique used for high pier bridges, greatly reduces or even avoids seismic damage, is suitable for railway bridges, highway bridges and urban viaducts, and particularly has excellent seismic resistance for segment constructed high piers especially in high-intensity regions.

Description

technical field [0001] The invention relates to the technical field of bridge structure design, in particular to a segmental high-pier bridge shock-absorbing and isolation structure adopting double-layer cable supports. Background technique [0002] With the rapid construction of roads and railways in the southwest and northwest mountainous areas of my country and the development of urban viaducts, more and more high-pier bridges have been widely used in these areas, and the pier heights are getting higher and higher. Especially in the construction of roads in mountainous areas, due to the complex terrain, high mountains and steep slopes, many bridges have to cross valleys and deep ditches. Many of these bridges use simply supported beam bridges with spans ranging from 20 to 50m or continuous bridges with 2 to 7 spans. Beam bridges, or long-span continuous rigid structures, usually have pier heights of tens of meters or even hundreds of meters. With the acceleration of high...

Claims

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Application Information

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IPC IPC(8): E01D19/04
Inventor 陆元春田圣泽杨浩林袁万城张晓
Owner SHANGHAI URBAN CONSTR DESIGN RES INST GRP CO LTD
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