DETERMINING SHORING LOADS FOR POST-TENSIONED CONCRETE CONSTRUCTION.

被引:0
|
作者
Bordner, Randy [1 ]
机构
[1] Dun-Par Engineered Form Co, Raytown,, MO, USA, Dun-Par Engineered Form Co, Raytown, MO, USA
来源
Concrete Construction - World of Concrete | 1987年 / 32卷 / 11期
关键词
CONCRETE REINFORCEMENTS - Stresses - STRUCTURAL DESIGN - Loads;
D O I
暂无
中图分类号
学科分类号
摘要
Since post-tensioned concrete is widely used in all types of buildings and civil works projects, the formwork designer and builder must understand how the post-tensioning will affect the selection and design of the shoring. Structural engineers today design unique structures using transfer girders, hanging floors, and stage-stressing in addition to the more common types of post-tensioned beams and slabs. Shoring that is designed to carry only the pouring load of the wet concrete can sometimes become severely overloaded during the post-tensioning process. Preliminary formwork studies at the bidding stage help the designer choose a forming system. The author explains how one can make sure that shoring loads are accurately estimated.
引用
收藏
页码:945 / 948
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