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96m超长索预应力框架梁的设计与施工 被引量:2

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摘要 新建的上海人民电器厂空气开关车间是一幢4层机械加工厂房,平面尺寸为57m×96m,中间不设伸缩缝,见图1所示。该厂房2层楼面的使用活荷载为15kN/m^2,3层和4层的活荷载都是10kN/m^2,屋面为1kN/m^2。该工程的设计单位是上海机电设计研究院,预应力部分的设计和施工由上海建科预应力技术工程公司承担。
出处 《上海建设科技》 1998年第1期20-21,共2页 Shanghai Construction Science & Technology
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  • 1李海燕 梁明 张保和.有效预应力与PT-PLUS塑料波纹管[Z].,2000..
  • 2李海燕 梁明 张保和.真空辅助压浆在预应力工程中的应用[Z].,2000..
  • 3Lapsley R D. Grouting of Post-Tensioned StructuresRecent Advances in Vacuum Grouting Techniques and Grout Mix Design.
  • 4VSL Interna. Vacuum Grouting. Intermational Ltd. Ltssach Switzerland, 1994.
  • 5Chan D, Rose A. Tendon Grouting Trial Report, MTR502-Western Immersed Tube contract. VSL Hong Kong, 1995.
  • 6Davy J. VSL Grouting Specification-Summary of VSL Test. VSL Techical Committee Meeting No. & Singapore, 1994.
  • 7The Concrete Society. Imterim Technical Report CS111-Durable Bonded Post-tensioned Concrete Bridges. The Concrete Society, Slough, UK, 1995.
  • 8Hope B B, Ip A K C. Grout for Post-Tensioning Ducts. ACI Material Journal, July-Augnst, 1988.
  • 9Lankard D R, Thomson N, Sprinkel M M. Improved Grouts For Bomded Tendons in Post-Tensioned Bridge Structures. US Department of Transpartation, Federal Highways Administration, Report No. FHWA-RD-91-092,USA.
  • 10Ghorbanpour A, Madathenapall S C. performance of Groute for Post-Tesioned Bridge Structures. US Department of Transportationt Federal Highways Adminnistration, Report No. FHWA-RD-92-096, USA.

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