Introduction to a new series of thin-wall prestressed concrete structures developed in China

被引:0
|
作者
Ding Dajun
Cheng Yongcai
Xiao Guorui
机构
[1] Nanjing Institute of Technology (NIT),
[2] Research Institute of Chongcing Yanxing New Thin-wall Structures (RICYNTS),undefined
关键词
Stress Coefficient; Floor Slab; Roof Structure; Overhead Crane; Multistory Building;
D O I
10.1007/BF02486355
中图分类号
学科分类号
摘要
This paper presents a new series of thin-walled pre-stressed concrete roof and floor slabs. For roof structures, an innovative thin-walled slab with a larger span, called the wild-goose-shaped slab, has been developed and used in China since 1979. Its use has spread into 5 provinces, especially over the past 5 years. A roof constructed with this slab is more economical than a traditional concrete structure; the speed of hoisting will greatly accelerate construction as one piece of this slab can cover a large area. Use of the wild-goose-shaped slab as roofing and the thin-walled single-T slab as flooring will allow the construction of multistory buildings. Many two-story buildings have been completed using this combination. The maximum span of the wild-goose-shaped roof slab attains 36 m and that of the single-T floor slab 30 m. The new roof slab can be used in civil structures or industrial plants with or without the use of overhead cranes. As of March 1995, the gross architectural area completed with these slabs was more than 400,000 m2, within 144 engineering projects. The design, construction and testing of these new roof slabs are briefly described in this paper.
引用
收藏
页码:306 / 312
页数:6
相关论文
共 50 条
  • [1] Introduction to a new series of thin-wall prestressed concrete structures developed in China
    Ding, DJ
    Cheng, YC
    Xiao, GR
    MATERIALS AND STRUCTURES, 1997, 30 (199): : 306 - 312
  • [2] Application of high-strength/superworkable concrete to thin-wall prestressed concrete products
    Nagai, T
    Kojima, T
    Miura, T
    MAGAZINE OF CONCRETE RESEARCH, 1999, 51 (03) : 153 - 162
  • [3] Temperature control and cracking prevention in coastal thin-wall concrete structures
    Guo, Li-xia
    Bai, Xiao-hong
    Zhong, Ling
    Qiang, Sheng
    WATER SCIENCE AND ENGINEERING, 2011, 4 (04) : 455 - 462
  • [5] PERFORMANCE OF THIN-WALL CONCRETE PIPE.
    Gabriel, L.H.
    Blower, H.E.
    Transportation Research Record, 1987, (1129) : 21 - 30
  • [6] Active buckling control of thin-wall structures
    Calius, EP
    SMART STRUCTURES AND DEVICES, 2001, 4235 : 262 - 273
  • [7] Vibration Transmission in Thin-Wall Framed Structures
    Paimushin V.N.
    Firsov V.A.
    Shishkin V.M.
    Gazizullin R.K.
    Russian Aeronautics, 2022, 65 (03): : 490 - 497
  • [8] Crashworthiness design for foam filled thin-wall structures
    Hou, Shujuan
    Li, Qing
    Long, Shuyao
    Yang, Xujing
    Li, Wei
    MATERIALS & DESIGN, 2009, 30 (06) : 2024 - 2032
  • [9] Nonlinear dynamic buckling analysis of thin-wall structures
    Côté, AF
    EUROPEAN CONFERENCE ON SPACECRAFT STRUCTURES, MATERIALS AND MECHANICAL TESTING, PROCEEDINGS, 2001, 468 : 347 - 352
  • [10] Analysis of the shear cracks in the prestressed thin-wall element and their effect on the deflection of the structure
    Hamouz, Jan
    Vrablik, Lukas
    19TH CZECH CONCRETE DAY 2012 / 19 BETONARSKE DNY 2012, 2012, : 213 - 218