Details and specifications for a bridge deck with FRP formwork, grid and rebar

被引：0

作者：

Bank, LC ^{[1
]}

Oliva, MG ^{[1
]}

Russell, JS ^{[1
]}

Dieter, DA ^{[1
]}

Dietsche, JS ^{[1
]}

Hill, RA ^{[1
]}

Gallagher, B ^{[1
]}

Carter, JW ^{[1
]}

Woods, S ^{[1
]}

Anderson, GH ^{[1
]}

机构：

[1] Univ Wisconsin, Dept Civil & Environm Engn, Madison, WI 53706 USA

来源：

FIBRE-REINFORCEMENT POLYMER: REINFORCEMENT FOR CONCRETE STRUCTURES, VOLS 1 AND 2, PROCEEDINGS | 2003年

关键词：

D O I：

暂无

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

Aspects of the construction details and the material specifications for a concrete bridge deck prepared for the construction of a new two-span, two-lane highway bridge in the State of Wisconsin are discussed. The bridge deck measures approximately 66 by 14 m and uses an innovative combination of FRP material products including, a pultruded FRP stay-in-place (SIP) formwork panel, a bi-directional pultruded FRP grid, and a FRP reinforcing bar. All FRP products are produced by commercial manufacturers and consist of E-glass fiber reinforcements in vinylester resins. A number of complex detailing issues, related to the geometrical features of the FRP reinforcement materials and the bridge which were resolved in the design, are described. Key elements of the FRP material specifications, developed for the FRP materials, which were incorporated into the special provisions of the project, together with construction and quality control specifications for the FRP materials, are also reviewed.

引用

页码：1301 / 1310

页数：10

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