首页|欧加大厦出正负零六合一集束柱复杂节点加工工艺

欧加大厦出正负零六合一集束柱复杂节点加工工艺

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欧加大厦项目结构形式为"钢框架+钢筋混凝土核心筒",钢结构部分主要包括塔楼外框钢柱钢梁、核心筒内插钢柱钢结构,主要构件截面有圆管、H形、箱形,在出正负零标高底层转换处有各种截面组合成集束柱.制作难度大、结构复杂、要求精度高,并且行业内无类似工程结构项目借鉴,需要自行分析整合评审总结最佳加工制作工艺方案.
A BRIEF ANALYSIS OF COMPLEX JOINT PROCESSING TECHNOLOGY OF POSITIVE AND NEGATIVE ZERO SIX CLUSTER COLUMN IN OMEGA BUILDING
The structural form of the project is"Steel frame+reinforced concrete core tube".The steel structure mainly consists of steel beams of steel columns in the outer frame of the tower and steel columns inserted into the core tube,the cross-sections of the main components are circular tube,H-type,box-type,at the bottom of the zero-level conversion of positive and negative cross-sections combined into a cluster column.It is difficult to manufacture,complex structure and high precision,and there is no similar engineering structure project in the industry.

anti-layered tearwelding sequencewelding stresswelding deformationwelding accuracy

李灿明、章二龙、苏铠、杨柯

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中建二局阳光智造有限公司,广东河源 517373

中国建筑第二工程局有限公司华南分公司,广东深圳 518045

防层状撕裂 装焊顺序 焊接应力 焊接变形 焊接精度

2024

建筑技术开发
北京市建筑工程研究院

建筑技术开发

影响因子:0.351
ISSN:1001-523X
年,卷(期):2024.51(2)
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