Dispersed anchoring device and dispersed anchoring method suitable for large-tonnage FRP inhaul cable

An anchoring device and anchoring method technology, applied in the direction of erecting/assembling bridges, bridge parts, bridges, etc., can solve the problems of excessive anchorage size and difficulty in guaranteeing long-term anchorage performance, achieve anchorage size reduction, and improve anchorage efficiency , the effect of preventing slippage damage

Pending Publication Date: 2020-08-14
SOUTHEAST UNIV
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  • Abstract
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  • Claims
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Problems solved by technology

[0007] Aiming at the problems of the existing FRP cable anchoring technology that the long-term anchoring performance is difficult to guarantee and the size of the anchor is too large, the present invention aims to provide an anchor with a smaller size and less prone to interfacial shear damage, which is suitable for pulling force greater than 50 tons. FRP cable anchoring technology

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  • Dispersed anchoring device and dispersed anchoring method suitable for large-tonnage FRP inhaul cable
  • Dispersed anchoring device and dispersed anchoring method suitable for large-tonnage FRP inhaul cable
  • Dispersed anchoring device and dispersed anchoring method suitable for large-tonnage FRP inhaul cable

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Embodiment Construction

[0041] The technical solutions of the present invention will be further described in detail below in conjunction with the accompanying drawings. It should be understood that these embodiments are only for illustrating the present invention and are not intended to limit the scope of the present invention. After reading the present invention, modifications to various equivalent forms of the present invention by those skilled in the art fall within the scope defined by the appended claims of the present application.

[0042] figure 1 It is a structural schematic diagram of the anchoring technology of the present invention. Depend on figure 1 It can be seen that all the parts of the anchoring technology of the present invention include the inner tapered sleeve 1, the splitting plate 2, the splitting plate 3, the splitting plate 6, the FRP cable 4 (composed of FRP tendons 5), the load transmission medium 7, the anchor Ring 8 and injection hole 9. The specific implementation mann...

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Abstract

The invention discloses a dispersed anchoring device and a dispersed anchoring method suitable for a large-tonnage FRP inhaul cable. The dispersed anchoring device comprises an inner conical sleeve, asmall end cover plate located at a small end of the inner conical sleeve and a large end cover plate located at a large end of the inner conical sleeve. The small end cover plate is a first yarn splitting plate, the large end cover plate is a second yarn splitting plate, and at least one third yarn splitting plate is further arranged in the inner conical sleeve; rib holes distributed according toa first rule are formed in the first yarn splitting plate. The rib holes distributed according to a second rule are formed in the second yarn splitting plate. The rib holes distributed according to athird rule are formed in the third yarn splitting plate. A core of the anchoring device lies in overall bending and local splitting of the FRP inhaul cable in an anchorage area, creep deformation ofthe FRP inhaul cable under long-term load holding can be remarkably reduced, the FRP inhaul cable is prevented from being pulled out and damaged, meanwhile, a size of an anchorage device can be reduced, and manufacturing cost can be decreased.

Description

technical field [0001] The invention relates to a large-tonnage FRP cable decentralized anchoring technology utilizing FRP cable overall bending and partial splitting, and belongs to the technical field of large-tonnage FRP cable anchoring. Background technique [0002] Bridges are key hubs in road networks and play a vital role in transportation. With the development of society and economy, the demand for sea-crossing bridges and long-span bridges crossing valleys has further increased. With the development of modern bridge technology, cable-supported bridges have become the main structural form of long-span bridges, and even the only structural form of kilometer-level ultra-long-span bridges. Cable-supported bridges can be divided into cable-stayed bridges and suspension bridges according to the different cable arrangements. The two types of bridges have their own characteristics. For example, the stability of the cable-stayed bridge is better, while the span of the susp...

Claims

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Application Information

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IPC IPC(8): E01D19/14E01D19/16E01D21/00
CPCE01D19/14E01D19/16E01D21/00
Inventor 汪昕周竞洋吴智深
Owner SOUTHEAST UNIV
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