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 increased self-weight of fillers, large internal forces of arches, unfavorable structural forces, etc., to improve safety reserves, increase bearing capacity, and improve stress Effect

Active Publication Date: 2012-07-18
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, r

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 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 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 C15 plain concrete as the material; There is also a waterproof layer 7 between the arch ring 1 and the filling layer 2 on the arch. The waterproof layer 7 is paved with permanent concrete or asphalt; along the horizontal direction of the...

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 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 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 C20 plain concrete as the material; the main There is also a waterproof layer 7 between the arch ring 1 and the filling layer 2 on the arch. The waterproof layer 7 is paved with permanent concrete or asphalt; along the horizontal dir...

Embodiment 3

[0034]As shown in the attached figure, the masonry arch bridge using lightweight concrete as the filler on the arch adopts the design of equal internal forces in the section of the vault and the arch foot, including the main arch ring 1, the abdominal arch 3 and the filler layer 2 on the arch, and the filler layer on the arch 2. The pouring apparent density is 1250kg / m 3 A lightweight concrete 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 9cm and C18 plain concrete as the material; the main There is also a waterproof layer 7 between the arch ring 1 and the filling layer 2 on the arch. The waterproof layer 7 is paved with permanent condensate or asphalt; along the horizontal direction of the bridge, there is a sawing kerf 5 with a width of 30 mm. The vertical distance in the circle 1 area is no more than 3m, and the saw seam 5 in the ...

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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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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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