Composite rcc deck and prestressed parabolic bottom chord underslung open web steel girder bridge superstructure
US-2024060253-A1 · Feb 22, 2024 · US
US9783940B2 · US · B2
| Field | Value |
|---|---|
| Publication number | US-9783940-B2 |
| Application number | US-201715479307-A |
| Country | US |
| Kind code | B2 |
| Filing date | Apr 5, 2017 |
| Priority date | Apr 5, 2017 |
| Publication date | Oct 10, 2017 |
| Grant date | Oct 10, 2017 |
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A method for paving a steel bridge deck comprises laying consecutively a 0.6 mm-0.8 mm epoxy waterproofing bond material layer, a 30 mm-40 mm injectable self-flowing asphalt concrete material layer, a 0.4 mm-0.6 mm epoxy asphalt bond material layer, and a 25 mm-40 mm latex cement mortar poured asphalt concrete material layer onto the top of the steel bridge deck to form the steel bridge deck pavement structure.
Opening claim text (preview).
What is claimed is: 1. A method for paving a steel bridge deck pavement structure comprising laying consecutively a 0.6 mm-0.8 mm epoxy waterproofing bond material layer, a 30 mm-40 mm injectable self-flowing asphalt concrete material layer, a 0.4 mm-0.6 mm epoxy asphalt bond material layer, and a 25 mm-40 mm latex cement mortar poured asphalt concrete material layer onto the top of the steel bridge deck to form the steel bridge deck pavement structure; wherein, the epoxy resin waterproof bond material layer is formed by mixing an epoxy resin of 1,6-hexanediol diglycidyl ether with a curing agent containing 2-acrylic acid and 1,3-butadiene polymer, in a weight mixing ratio of 50:50; the injectable self-flowing asphalt concrete material layer is formed by mixing a binder with an aggregate, in a weight mixing ratio of 6-10:100; wherein the binder is composed of styrene-butadiene-styrene (SBS) copolymer modified asphalt, thermoplastic rubber, adhesive resin, and plasticizer, in a weight ratio of 100:10:2:1; the epoxy asphalt bond material layer is composed of an epoxy resin of 1,6-hexanediol diglycidyl ether and a curing agent containing 2-acrylic acid and 1,3-butadiene polymer, in a weight mixing ratio of 50:50; the latex cement mortar poured asphalt concrete material layer is composed of a macropore open-graded asphalt mixture and a latex cement mortar; wherein the macropore open-graded asphalt mixture is formed by mixing an asphalt binder with aggregates, in a weight mixing ratio of 4-8:100, the air-void content of the macropore open-graded asphalt mixture is 25-35%; the latex cement mortar poured asphalt concrete material layer is composed of a latex modifier, cement, standard sand and water, in a weight mixing ratio of 6:100:20:60; the latex cement mortar is impregnated into the macropore open-graded asphalt mixture through the pores of the macropore-opened asphalt mixture with an air-void content of 25˜35%.
Methods or apparatus specially adapted for erecting or assembling bridges · CPC title
Grating or flooring for bridges (waterproofing thereof E01D19/083; floors in general E04B5/00) · CPC title
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