Transverse anchorage system outside hollow slab bridge body and construction process thereof

A hollow slab bridge and anchoring technology, applied in the direction of bridge reinforcement, bridges, bridge parts, etc., can solve the problems of corrosion, reduce the lateral prestress of the slab bottom, loosen the lining plate of the section steel anchor, achieve accurate calculation, mature technology, Ease of construction

Inactive Publication Date: 2011-01-19
ZHENGZHOU UNIV +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Although the installation and construction of the anchorage system using steel anchorage liners are relatively simple, since the rigidity of the steel sections is much smaller than that of the concrete hollow slab, loosening, fatigue damage and corrosion of the steel anchorage liners are prone to occur during bridge operation after reinforcement This will cause the relaxation of the applied transverse prestressed cables and reduce the transverse prestressing degree of the bottom of the slab, thus adversely affecting the reinforcement of the assembled hollow slab bridge, and even causing reinforcement failure in severe cases

Method used

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  • Transverse anchorage system outside hollow slab bridge body and construction process thereof
  • Transverse anchorage system outside hollow slab bridge body and construction process thereof
  • Transverse anchorage system outside hollow slab bridge body and construction process thereof

Examples

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Effect test

Embodiment 1

[0042] Such as figure 1 , figure 2 , image 3 As shown, a transverse anchoring system outside the body of a hollow slab bridge, which includes a left plate 2, a middle plate 3 and a right plate 4, the left plate 2 is provided with a left corbel 1, the right plate 4 is provided with a right corbel 5, the left The corbel 1 and the right corbel 5 are reinforced concrete corbels, the cross-sectional shapes of the left corbel 1 and the right corbel 5 are both "L" shaped, and bellows 11 are arranged on the left corbel 1 and the right corbel 5, The prestressed cable 9 is installed in the bellows 11, the left corbel 1 and the right corbel 5 are connected by the prestressed cable 9, the prestressed cable 9 is an unbonded prestressed steel strand, and the left end of the prestressed cable 9 passes through the left anchor The tool 13 is fixed with the left corbel 1, the left anchor 13 is set on the outside of the left corbel 1, the right end of the prestressed cable 9 is fixed with th...

Embodiment 2

[0064] Repeat embodiment one, following difference is arranged, present embodiment is to carry out the horizontal anchoring of hollow slab bridge outside the hollow slab bridge with the span of 20m as example, seven prestressed cables 9 are set on every span hollow slab bridge, the prestressed cables 9 The diameter is 15.2mm, and a prestressed cable 9 is set in the middle of each span of the hollow slab bridge, and a prestressed cable 9 is set in the 1 / 4 and 3 / 4 positions of each span of the hollow slab bridge, and then, on both sides of the middle span, A prestressed cable 9 is respectively arranged at a position 1m away from the midspan, and a prestressed cable 9 is respectively arranged at a position 2.5m away from the midspan on both sides of the midspan.

[0065] The anchoring system provided by the present invention is not only suitable for strengthening the existing hollow slab bridges with external transverse prestress, but also suitable for newly-built assembled hollow...

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Abstract

The invention relates to a transverse anchorage system outside a hollow slab bridge body and a construction process thereof. A left side slab of a hollow slab bridge is provided with a left corbel; a right side slab is provided with a right corbel; both the left corbel and the right corbel are provided with sylphon bellows; a prestressed cable penetratively arranged in each sylphon bellows; the left corbel and the right corbel are connected through the prestressed cable; the left end and the right end of the prestressed cable are respectively fixed by a left anchor device and a right anchor device; and the prestressed cable is connected with a middle slab through a flying ring. The transverse anchorage system is characterized in that the side slabs on both sides of the hollow slab bridge are respectively provided with a reinforced concrete corbel; the reinforced concrete corbels are cast together with the side slabs; the reinforced concrete corbels on both sides are connected with each other through the prestressed cable; and both ends of the prestressed cable are fixed to the reinforced concrete corbels by the anchor devices, and thus the structural rigidity and the integrity of the whole anchorage system are improved, the anchorage ends are guaranteed to be free from loosening, and the looseness of the prestressed cable is avoided. The invention solves the problems of easy looseness of a profile steel anchor lining plate, easy generation of fatigue damage, corrosion of a steel plate, and the like in the traditional anchorage system.

Description

Technical field: [0001] The invention belongs to the technical field of bridge reinforcement and maintenance construction, and in particular relates to an external lateral anchoring system of a hollow slab bridge and a construction process thereof. Background technique: [0002] Prestressed concrete prefabricated hollow slab bridge is a main type of highway bridge in China, and it is widely used in medium and small span highway bridges. With the rapid growth of traffic volume and the impact of many unfavorable factors such as vehicle overrun, many hollow slab bridges have various diseases, which need to be repaired and strengthened in time. Among various reinforcement methods, external prestress reinforcement method is an effective method. This method is to improve the bearing capacity of the bridge by stretching the externally prestressed cables in the tension area of ​​the bridge. The anti-bending moment offsets the internal force generated by part of the external load, ...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E01D22/00E01D19/00E04C5/12E04C5/08E04C5/10E04G21/12
Inventor 李静斌梁全富葛素娟胡锋李杰王统宁
Owner ZHENGZHOU UNIV
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