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Cable arch bridge

An arch bridge and cable technology, which is applied in the field of the cooperation system between arch bridges and suspension structures, can solve the problems affecting the economical efficiency of the suspension bridge structure and the negative impact on the aesthetics of the environment, so as to reduce the cross-sectional area of ​​the arch rib, mature the construction technology, and increase the stability. Effect

Active Publication Date: 2017-03-22
广西恒正建设工程质量检测有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, in general conventional ground-anchored suspension bridges, it is necessary to build bulky anchors to anchor cables, which results in a very large amount of foundation work for the anchorage structure in places with poor geological conditions, which often becomes a difficult point in the project; ground anchors The anchorage and anchorage foundation of the suspension bridge occupy a considerable part of the project cost, and become an important aspect affecting the structural economy of the suspension bridge; in urban areas or tourist areas, building bulky anchorages will also have a negative impact on the aesthetics of the environment

Method used

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Embodiment

[0121] The span arrangement of the cable arch bridge of this embodiment is all the same as that of the Wuxia Yangtze River Bridge (total investment 196 million yuan). Such as figure 1 As shown, a cable arch bridge is mainly composed of arch ribs 1, cables 2, suspenders 3, bridge deck system 4, high abutment 5 and loose cable saddle 6; The top of the high abutment 5 is provided with a foundation 7; the cable 2 is anchored on the high abutment 5; the arch foot of the arch rib 1 is located on the high abutment 5; 4 and between the arch rib 1 and the deck system 4 are respectively arranged with suspenders 3, so that part of the load of the bridge deck system 4 is transmitted to the cable 2 by the suspenders between the cables 2 and the bridge deck system 4, and the other Part of the load is transmitted to the arch rib 1 by the suspenders between the arch rib 1 and the bridge deck system 4; the high pier is an abutment, and is also the anchor end of the cable 2; the arrangement of...

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Abstract

The invention discloses a cable arch bridge. The cable arch bridge is mainly composed of an arch rib, cable ropes, hanging rods, a bridge floor system, high abutments and splay saddles. The splay saddles are arranged at the tops of the high abutments. The bottoms of the high abutments are provided with foundations. The cable ropes are anchored on the high abutments. Arch supports of the arch rib are located on the high abutments. The hanging rods are arranged between the cable ropes and the bridge floor system as well as between the arch rib and the bridge floor system, so that a part of loads of the bridge floor system are transmitted to the cable ropes through the hanging rods between the cable ropes and the bridge floor system, and the other part of the loads are transmitted to the arch rib through the hanging rods between the arch rib and the bridge floor system; and thus, the horizontal component of the cable ropes takes part in balancing of horizontal thrust produced through the arch rib, stress of the arch rib is relieved, and the stability of the arch rib is improved. The cable arch bridge is reasonable in stress, has the advantages of being high in bearing capacity and span capacity, good in economic return, attractive in appearance and the like, and is especially suitable for soft soil areas and multifunctional bridges.

Description

technical field [0001] The invention belongs to a cooperation system of an arch bridge and a suspension cable structure, and in particular relates to a cable arch bridge. Background technique [0002] The arch structure is mainly under compression, and the main load-bearing structure of the arch bridge is the arch ring or arch rib. Under the action of vertical load, the pier or abutment will bear the horizontal thrust. And this horizontal thrust will significantly offset the bending moment in the arch ring (or arch rib) caused by the load, so compared with the beam with the same span, the bending moment and deflection of the arch are much smaller. Arch bridges have large spanning capacity, strong adaptability to terrain, economical cost and beautiful appearance, and are widely used in bridge structures. The application of arch bridges in our country has a long history and has achieved brilliant achievements. The most representative one is the Zhaozhou Stone Arch Bridge bui...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E01D4/00
CPCE01D4/00
Inventor 谢肖礼邓俨峰邓小康付元杰
Owner 广西恒正建设工程质量检测有限公司
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