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Masonry arch bridge using lightweight concrete as arch filler

A lightweight concrete and concrete technology, which is applied in arch bridges, bridges, bridge construction, etc., can solve the problems of large arch internal force, unfavorable structural force, and reduce the ability of arch bridges to carry vehicle loads, etc.

Active Publication Date: 2014-07-30
GUANGXI TRANSPORTATION SCI & TECH GRP CO LTD
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] The apparent density of fillers on traditional arches is generally 1800kg / m 3 ~2450kg / m 3 , which is much heavier than light concrete, so that the internal force of the arch is also large, which is not conducive to the force of the structure
Moreover, the water permeability of these materials is not good. After rainwater infiltrates, the expansion pressure on the side walls will increase, causing the side walls to crack; after water seeps in, the weight of the filler on the arch will increase, reducing the ability of the arch bridge to carry vehicle loads; seepage will flow to the main arch ring , lead to corrosion of steel bars at the cracks, weaken the cross-sectional area of ​​steel bars, and the expansion of steel bars after corrosion will cause concrete spalling, seriously affecting the bearing capacity and durability of arch bridges
At present, there is no relevant report on the effective construction method of using lightweight concrete as the filler on the arch of masonry arch bridges.

Method used

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  • Masonry arch bridge using lightweight concrete as arch filler
  • Masonry arch bridge using lightweight concrete as arch filler
  • Masonry arch bridge using lightweight concrete as arch filler

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0030] As shown in the attached figure, the masonry arch bridge using lightweight concrete as the filler on the arch adopts the internal force control design of the vault section, including the main arch ring 1, the belly arch 3 and the filler layer 2 on the arch. The filling layer 2 on the arch in the 1 / 4 to 3 / 4 section is poured with an apparent density of 1000kg / m 3 The lightweight concrete filler layer is made of lightweight concrete, and the arch filler layer 2 in other sections is poured with an apparent density of 1800kg / m 3 A lightweight concrete filler layer made of lightweight concrete; a leveling layer 4 is arranged on the top surface of the filler layer 2 on the arch, and the leveling layer 4 is a plain concrete layer with a thickness of 8cm and material selection of C15 plain concrete; There is also a waterproof layer 7 between the main arch ring 1 and the filling layer 2 on the arch. The waterproof layer 7 is paved with permanent concrete or asphalt; along the ho...

Embodiment 2

[0032] As shown in the attached figure, the masonry arch bridge using lightweight concrete as the filler on the arch adopts the internal force control design of the arch foot section, including the main arch ring 1, the belly arch 3 and the filler layer 2 on the arch. The filling layer 2 on the arch in the 1 / 4 to 3 / 4 section is poured with an apparent density of 1700kg / m 3 The lightweight concrete filler layer is made of lightweight concrete, and the arch filler layer 2 in other sections is poured with an apparent density of 800kg / m 3 A lightweight concrete filler layer made of lightweight concrete; a leveling layer 4 is arranged on the top surface of the filler layer 2 on the arch, and the leveling layer 4 is a plain concrete layer with a thickness of 10cm and material selection of C20 plain concrete; There is also a waterproof layer 7 between the main arch ring 1 and the filling layer 2 on the arch. The waterproof layer 7 is paved with permanent liquid or asphalt; The longi...

Embodiment 3

[0034]As shown in the attached figure, the masonry arch bridge using lightweight concrete as the arch filler adopts the design of equal internal forces in the arch top and arch foot section, including the main arch ring 1, the abdominal arch 3 and the arch filler layer 2, and the arch filler layer 2 is a lightweight concrete filler layer formed by pouring lightweight concrete with an apparent density of 1250kg / m3; a leveling layer 4 is arranged on the top surface of the filler layer 2 on the arch, and the leveling layer 4 is 9cm thick and the material is C18 A plain concrete layer of plain concrete; a waterproof layer 7 is also provided between the main arch ring 1 and the filler layer 2 on the arch, and the waterproof layer 7 is paved with permanent liquid or asphalt; a width of 30mm is provided along the bridge. The sawing kerf 5 in the main arch ring 1 area is not more than 3m in length, and the sawing kerf 5 in the abdominal arch 3 area is set at the vault and arch foot of ...

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Abstract

The invention discloses a masonry arch bridge using lightweight concrete as arch filler. The masonry arch bridge comprises a main arch ring (1), a spandrel arch (3) and an arch filler layer (2) and is characterized in that the arch filler layer (2) is a lightweight concrete filler layer, and the apparent density of the lightweight concrete filler layer is 800kg / m<3>-1950kg / m<3>; a leveling layer (4) is arranged on the top surface of the arch filler layer (2); a waterproof layer (7) is arranged between the main arch ring (1) and the arch filler layer (2); and saw joints (5) are arranged along the transverse direction of the bridge; and water permeating pipes (6) are arranged in the lowest position of each filler formed by the pairwise saw joints (5) and at two sides of a side wall. The waterproof layer (7) is formed by laying a permanent condensate or asphalt. The masonry arch bridge has the advantages that the stress of the arch can be effectively improved, the internal force of a dead load is reduced, and the carrying capacity of a bearing live load of the masonry arch bridge is increased.

Description

technical field [0001] The invention belongs to the field of structural design and material selection of masonry arch bridges, and in particular relates to a masonry arch bridge using lightweight concrete as the filler on the arch. Refilling of fillers on central plain arches for reinforcement of industrial arch bridges. Background technique [0002] Since the main arch ring of a masonry arch bridge is curved, generally vehicles cannot drive directly on the arc surface, so load-transmitting components and fillers are required between the carriageway system and the main arch ring, and these fillers are collectively called arches. Put on the stuffing. In the past, in order to reduce the cost, the filling materials on the arch were obtained locally, and gravel, crushed stone, coarse sand or pebbles were usually used with clay and tamped; Masonry or poured plain concrete is used as filler on the arch. [0003] The apparent density of fillers on traditional arches is generally...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E01D4/00E01D19/00E01D19/08E01D21/00
Inventor 邱波毛志刚王荣辉郝天之罗月静周书林罗珂施智张云高建明吴进星梁茜雪
Owner GUANGXI TRANSPORTATION SCI & TECH GRP CO LTD
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