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CFRP rib inhaul cable group anchorage device for bridge and manufacturing process of CFRP tendon inhaul cable group anchorage device

A technology for reinforced cable groups and bridges, applied in bridges, bridge parts, bridge construction, etc., can solve the problems of difficult CFRP material performance, low strength, shear fracture of CFRP bars, etc., to prevent shear damage and improve adhesion. relay effect

Active Publication Date: 2016-03-23
CHINA MERCHANTS CHONGQING COMM RES & DESIGN INST
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] There are deficiencies in the existing CFRP tendon stay cable group anchorage: 1. Before the CFRP tendon tensile strength is reached, the CFRP tendon is sheared and broken
2. The cable is composed of dozens of CFRP tendons, and it is difficult to install and position the wires
3. The epoxy resin with the same performance as the anchorage colloid cannot adapt to the anchoring characteristics of CFRP tendons, and the anchoring efficiency is low, making it difficult to give full play to the properties of CFRP materials.
The CFRP tendon in this patent is only positioned by the anchor ring, and the thickness of the anchor ring is relatively large, and the epoxy adhesive film that can be accommodated in the anchor ring is limited, that is, the strength of the fusion bonding of the CFRP tendon is low, and the anchor colloid uses the same Performance Epoxy film cannot adapt to the anchoring characteristics of CFRP tendons, and the anchoring efficiency is low, making it difficult to give full play to the properties of CFRP materials

Method used

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  • CFRP rib inhaul cable group anchorage device for bridge and manufacturing process of CFRP tendon inhaul cable group anchorage device
  • CFRP rib inhaul cable group anchorage device for bridge and manufacturing process of CFRP tendon inhaul cable group anchorage device
  • CFRP rib inhaul cable group anchorage device for bridge and manufacturing process of CFRP tendon inhaul cable group anchorage device

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0037] This embodiment is a CFRP tendon stay cable group anchorage for a bridge, which is respectively installed at both ends of the CFRP tendon stay cable, and the CFRP tendon is anchored by the anchorage. In order to facilitate understanding and description, the anchorage and the corresponding CFRP tendon (the lower length is omitted) are arranged vertically. As shown in the figure, the anchorage includes an anchor cup 1, which has a channel with upper and lower ends open, and the anchor cup A connecting cylinder 17 and a PE protective sleeve 18 are connected below, and a nut 19 is overlaid on the anchor cup 1 . One end of the CFRP tendon 11 passes through the PE protective sleeve 18 and the connecting tube 17 sequentially from bottom to top, and then enters the anchor cup 1, and the CFRP tendon 11 is anchored in the anchor cup 1.

[0038] For the specific anchoring structure of CFRP bar 11, see figure 1 , the channel of the anchor cup 1 is provided with upper and lower spl...

Embodiment 2

[0047] This embodiment is a manufacturing process of a CFRP tendon stay cable group anchor for a bridge, comprising the following steps:

[0048] S1) Prepare anchor cup 1, nut, upper and lower split wire end plates 2, 3, split wire separator 4, split wire vibration damping block 7, washer 8, rubber ring 9 according to size;

[0049] S2) Clamp the anchor cup vertically on the installation platform, according to the length of the anchor cup and the design length of the cable, the CFRP tendon is cut and divided into wires, and a working length of the CFRP tendon is reserved, and the CFRP tendon is penetrated into the divided wire to reduce vibration Block 7, pull and install the split wire damping block 7 and the CFRP tendon to the lower opening of the anchor cup 1, fix the position of the CFRP tendon, and install the lower split wire end plate 3 from the upper mouth of the anchor cup;

[0050] S3) Pour the epoxy resin iron sand mixture from the upper port of the anchor cup 1 to ...

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Abstract

The invention discloses a CFRP rib inhaul cable group anchorage device for a bridge. The device comprises an anchor cup, an upper wire separation end plate, a lower wire separation end plate and multiple wire separation partition plates located between the upper wire separation end plate and the lower wire separation end plate are arranged in the anchor cup, the ends of CFRP ribs penetrate through a wire separation vibration attenuation block, the lower wire separation end plate, all the wire separation partition plates and the upper wire separation end plate in sequence from bottom to top and then are fixed to the upper wire separation end plate, the upper wire separation end plate, the lower wire separation end plate and all the wire separation partition plates are each provided with wire separation holes allowing the CFRP rib to pass through, each wire separation hole is internally provided with a gasket, the space formed by the upper end plate, the lower end plate and the inner wall of the anchor cup is divided into multiple filling chambers by the wire separation partition plates, and each filling chamber is filled with rubber mass. According to the CFRP rib inhaul cable group anchorage device, the wire separation end plates and the wire separation partition plates are arranged in the anchor cup, so that wire separation and fixation for the CFRP ribs are facilitated, meanwhile, the anchorage device is separated into the multiple filling chambers, the rubber mass in each filling chamber is made of hard particles with different yields, such as iron sand particles or aluminum oxide particles, rigidity of the rubber mass is adjusted to be increased gradually from the lower end of the anchorage device to the upper end of the anchorage device, the device is adapted to the anchoring loading features of the CFRP ribs, and the anchoring force of the CFRP ribs is raised.

Description

technical field [0001] The invention relates to a CFRP tendon stay cable group anchor for bridges and a manufacturing process thereof. Background technique [0002] According to the analysis of the disease data of cables of many cable-stayed bridges at home and abroad, many cables in bridges have different degrees of steel wire corrosion due to the infiltration of water and air, which endangers the service life of cables and the operation safety of bridges. At present, the durability of cables and slings is generally 10-20 years, which is much lower than that of other bridge components. It is necessary to replace steel wire with CFRP (carbon fiber reinforced composite material) bars with higher strength, light weight and good durability. [0003] There are deficiencies in the existing CFRP tendon stay cable group anchorage: 1. Before the tensile strength of the CFRP tendon is reached, the CFRP tendon is sheared and broken. 2. The cable is composed of dozens of CFRP tendons...

Claims

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Application Information

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IPC IPC(8): E01D19/14
CPCE01D19/14
Inventor 王鹏刘孝辉张长青范宇丰魏思斯李嵩林
Owner CHINA MERCHANTS CHONGQING COMM RES & DESIGN INST
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