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高层建筑框架梁柱节点的施工处理 被引量:1

On the construction treatment for the concrete frame joint in multi-floor buildings
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摘要 结合施工现场的实际条件,介绍了框架梁柱节点采取同梁板混凝土标号加竖向短筋的浇筑方案和技术措施,有效地降低了浇筑混凝土操作难度,提高了混凝土质量,加快了施工进度,取得了良好效果。 Combining with the factual conditions of the construction field, the paper introduces the frame joint adopts the pouring scheme and technique of the beam slab concrete labeling plus vertical reinforcing measures to reduce the operation difficulties of the pouring concrete, to enhance the concrete quality, to speed up the construction progress and to achieve better effects.
出处 《山西建筑》 2009年第7期77-78,共2页 Shanxi Architecture
关键词 高层建筑 框架节点 强度等级 轴压比 multi-floor buildings, frame joint, strength grade, axial compression ratio
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  • 1Egor Paul Popov,Tzong-shuoh Yang,shib-Po Chang.Design of Steel MRF Connections before and after 1994 Northridge Earthquake[J].Engineering Structure,1998,20(12):1 030-1 038.
  • 2Ralph M,Richard C,Jay Allen James E.Partridge.Proprietary Slotted Beam Connection Designs[J].Modem Steel Construction,1997(3):28-33.
  • 3Duane K Miller.Lessons learned from the Northridge earthquake[J].Engineering Structures,1998 (2):249-260.
  • 4陈宏,石永久,王元清,赵大伟.钢框架梁柱节点受力性能的非线性分析[J].工业建筑,2001,31(5):56-58. 被引量:32

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