钢管混凝土脱粘及灌浆补救效果试验研究
Experimental Research on Separation of Concrete-Filled Steel Tube and Effect of Pouring Pulp
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摘要: 对钢管与混凝土脱粘后钢管混凝土的力学性能(弹性模量和承载能力等)以及灌浆的效果进行了试验研 究.结果表明,随脱粘宽度增大,钢管混凝土的弹性模量和承载能力大幅度下降,纵向和侧向变形加剧.原因在 于,脱粘后钢管与混凝土不能共同承载.进行灌浆处理后,钢管混凝土原有的力学性能基本恢复.Abstract: The mechanical properties of concrete-filled steel tubes (CFST), including elastic modulus and load-bearing capacity etc, and the effect of pouring pulp were investigated experimentally under the condition of separation of concrete and steel tube. The result indicates that with the increase of separation width, the elastic modulus and load-bearing capacity of a CFST decrease greatly, and its longitudinal and lateral deformations increase sharply. The reason for this is that when the separation of concrete and steel tube happens, they can not bear loads together. After pulp is poured for a separated CFST, it can renew its original mechanical properties basically.
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Key words:
- concrete-filled steel tube /
- separation /
- pulp pouring /
- load-bearing capacity /
- deflection
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