Investigation of paperboard tubes as formwork for concrete bridge decks

被引:8
|
作者
Spottiswoode, Andrew J. [2 ]
Bank, Lawrence C. [1 ]
Shapira, Aviad [3 ]
机构
[1] CUNY City Coll, New York, NY 10031 USA
[2] Novum Holdings LLC, ZA-2060 Johannesburg N, South Africa
[3] Technion Israel Inst Technol, Fac Civil & Environm Engn, IL-32000 Haifa, Israel
关键词
Paperboard tubes; Cardboard tubes; Bridges; Formwork; Recyclable materials; Sustainable materials; Slabs;
D O I
10.1016/j.conbuildmat.2011.12.033
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The objective of the research reported in this paper was to investigate the use of short arc-length segments and semi-circular segments of paperboard (also known as cardboard) tubes as formwork in bridge deck applications for either long-span [20-50 m (60-160 ft)] steel or prestressed concrete bridges or short-span [6-20 m (20-60 ft)] "Beam-in-Slab" bridges. In both these types of structures conventional plywood and light framing lumber formwork can be expensive and time consuming to install. For over 30 years, paperboard tubes have been used throughout the world to form round, reinforced concrete columns or occasionally voided slabs. These tubes (also know as Sonotubes) are produced throughout the world, and are preferred to conventional steel, plywood, or even fiber reinforced plastic (FRP) formwork because they are economical, disposable and recyclable. Due to their tubular shapes they have not been considered for use in "flat" elements such as slabs and walls. This paper presents results of a series of laboratory tests conducted at the University of Wisconsin - Madison that demonstrate that paperboard tube segments can be used as formwork for certain types of slabs, particularly for bridge decks and a variety of other types of construction where a flat surface is not essential. The testing, which was intended to simulated construction site loading conditions, included ultimate and service load tests, as well as impact loading. Tests were also conducted to investigate how moisture content affects the structural performance of the tubes. Results showed that commercially produced large diameter paperboard tubes may well be viable economical and recyclable materials for forming concrete elements, particularly those used in bridge decks when wide-flange prestressed girders are used. (C) 2011 Elsevier Ltd. All rights reserved.
引用
收藏
页码:767 / 775
页数:9
相关论文
共 50 条
  • [21] STRENGTH OF CONCRETE BRIDGE DECKS.
    Beal, David B.
    Research Report - New York State Department of Transportation, Engineering Research and Development Bureau, 1981,
  • [22] SURFACE DEFECTS IN CONCRETE BRIDGE DECKS
    不详
    MATERIALS PROTECTION AND PERFORMANCE, 1973, 12 (11): : 53 - 53
  • [23] Transverse cracking in concrete bridge decks
    French, Catherine
    Eppers, Laurice
    Le, Quoc
    Hajjar, Jerome F.
    Transportation Research Record, 1999, (1688): : 21 - 29
  • [24] CATHODIC PROTECTION OF CONCRETE BRIDGE DECKS
    WEYERS, RE
    CADY, PD
    JOURNAL OF THE AMERICAN CONCRETE INSTITUTE, 1984, 81 (06): : 618 - 622
  • [25] OPTIMIZATION OF PRESTRESSED CONCRETE BRIDGE DECKS
    QUIROGA, AS
    ARROYO, MAU
    COMPUTERS & STRUCTURES, 1991, 41 (03) : 553 - 559
  • [26] Shrinkage Compensating Concrete for Bridge Decks
    Ramey, George E.
    Pittman, David W.
    Webster, Gregory K.
    Concrete International, 1999, 21 (04): : 29 - 34
  • [27] TEMPERATURE DISTRIBUTION IN CONCRETE BRIDGE DECKS
    HO, D
    LIU, CH
    PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS PART 2-RESEARCH AND THEORY, 1991, 91 : 451 - 476
  • [28] A review on the suitability of rubberized concrete for concrete bridge decks
    Senin, Mohamad Syamir
    Shahidan, Shahiron
    Abdullah, Siti Radziah
    Guntor, Nickholas Anting
    Leman, Alif Syazani
    GLOBAL CONGRESS ON CONSTRUCTION, MATERIAL AND STRUCTURAL ENGINEERING 2017 (GCOMSE2017), 2017, 271
  • [29] Field investigation of high-performance concrete bridge decks in South Carolina
    Petrou, MF
    Harries, KA
    Schroeder, GE
    DESIGN OF STRUCTURES 2001: BRIDGES, OTHER STRUCTURES, AND HYDRAULICS AND HYDROLOGY, 2001, (1770): : 12 - 19
  • [30] AN INVESTIGATION ON THE DETECTABILITY OF DEEPER REBAR LAYER IN CONCRETE BRIDGE DECKS USING GPR
    Wei, Xiangmin
    Xie, Zhenhua
    Zhang, Ying
    PROCEEDINGS OF THE ASME CONFERENCE ON SMART MATERIALS, ADAPTIVE STRUCTURES AND INTELLIGENT SYSTEMS, VOL 1, 2012, : 861 - 867