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Structure and method of felting bridge floor made from steel box girder in large span

A steel box girder and long-span technology, applied in bridges, bridge parts, bridge construction, etc., can solve problems affecting the service life of steel bridge decks, endangering high-speed driving safety, etc., and achieve small overall modulus and good water stability , the effect of small void ratio

Inactive Publication Date: 2005-10-26
SOUTHEAST UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Premature high-temperature rutting, lateral pushing, cracking and other diseases of the steel bridge deck pavement not only endanger the safety of high-speed driving, but also affect the service life of the steel bridge deck, and also cause certain social impacts

Method used

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  • Structure and method of felting bridge floor made from steel box girder in large span
  • Structure and method of felting bridge floor made from steel box girder in large span

Examples

Experimental program
Comparison scheme
Effect test

Embodiment Construction

[0023] Epoxy asphalt binder:

[0024] Epoxy asphalt binder consists of component A (epoxy resin) and component Bv (bitumen). The technical requirements of the two components are as follows.

[0025] technical indicators

skills requirement

experiment method

Viscosity (25℃) / cP

100~160

ASTM D 445

Epoxy Equivalent (grams of material containing 1 gram of epoxy)

185~192

ASTM D 1652

Color / Gardner (Gardner)

≤4

ASTM D 1544

Moisture content / %

≤0.05

ASTM D 1744

Flash point / °C

≥200

ASTM D92

specific gravity

1.16~1.17

ASTM D 1475

Exterior

transparent amber

visually

[0026] technical indicators

skills requirement

experiment method

Acid value (KOH per gram) / mg

40~60

ASTM D664

Flash point (Cleveland open cup) / ℃

≥200

ASTM D92

Moisture content / %

≤0.05

ASTM D95

Viscosity (100°C, 100 ...

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PUM

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Abstract

The pavement structure of the long-span steel box girder bridge deck is a long-span steel box girder deck pavement structure, especially a bridge deck pavement structure directly laid on the orthotropic steel plate. It is epoxy asphalt concrete, and the lower layer is the pavement structure of poured asphalt concrete, that is, the waterproof layer (2) is on the steel box girder bridge deck (1), and the lower bonding layer (3) is on the upper layer of the waterproof layer (2). ), the top of the lower bonding course (3) is cast asphalt concrete (4), the top of pouring asphalt concrete (4) is the upper bonding course (5), and the top of the upper bonding course (5) is Epoxy asphalt concrete (6). The steps of paving are: a. Anti-corrosion coating treatment on the cleaned steel bridge deck; b. Spraying the lower bonding layer; c. Spreading the poured asphalt mixture on the lower layer; knot layer; e. Pave the upper layer of epoxy asphalt concrete; f. Carry out natural maintenance on the steel bridge deck pavement until the curing degree of epoxy asphalt reaches more than 85%.

Description

technical field [0001] The invention relates to a long-span steel box girder bridge deck pavement structure, in particular to a bridge deck pavement structure directly laid on orthotropic steel plates, belonging to the technical field of transportation engineering. Background technique [0002] With the rapid growth of my country's economy, a number of long-span highway bridges across rivers and seas have started construction one after another, and have been completed and opened to traffic one after another. In the history of bridge construction in my country, there has been an unprecedented upsurge in the construction of long-span bridges. Among them, the orthotropic steel bridge deck system has been more and more used due to its light weight and economy. [0003] Researches at home and abroad show that the stiffened steel box girder is one of the effective main girder structures, and it is an ideal structural system in terms of its strength and...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E01D19/12
Inventor 黄卫程刚杨军王晓王建伟钱振东陈先华张磊
Owner SOUTHEAST UNIV