Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Connecting node structure for solving one-column one-pile deviation and construction method thereof
The invention aims to disclose a connecting node structure for solving one-column one-pile deviation and a construction method thereof. The connecting node structure comprises an annular steel plate,wherein the bottom of the annular steel plate is fixedly welded to the top of a one-column one-pile through a stiffening plate, and the bottom of a lower inserting column of an upper steel structure is welded to the top of the annular steel plate. Compared with the prior art, the annular steel plate is welded to the pile top of the one-column one-pile, the stiffening plate is welded between the annular steel plate and the one-column one-pile, the upper inserting column and the lower inserting column are directly welded to the annular steel plate, and therefore connection of the one-column one-pile and the lower inserting column is achieved; and the thickness and the size of the annular steel plate, the thickness and the number of the stiffening plates and the length and the height of welding seams are all obtained through a complex finite element simulation analysis method, upper loads can be evenly distributed, engineering quality and safety are guaranteed, cost is low, application iswide, and the purpose of the connecting node structure is achieved.
本发明的目的在于公开一种解决一柱一桩偏位的连接节点结构及其施工方法，它包括环形钢板，所述环形钢板的底部通过加劲板与一柱一桩的顶部互相焊接固定，上部钢结构的下插柱的底部焊接在所述环形钢板的顶部；与现有技术相比，在一柱一桩的桩顶焊接环形钢板，环形钢板与一柱一桩之间焊接加劲板，上部下插柱直接焊接到环形钢板之上，从而实现一柱一桩与下插柱的连接；环形钢板的厚度及尺寸、加劲板的厚度和数量、焊缝的长度与高度均通过复杂的有限元仿真分析方法获得，可以使上部荷载分布均匀，确保工程质量和安全，成本低，应用广泛，实现本发明的目的。
Connecting node structure for solving one-column one-pile deviation and construction method thereof
The invention aims to disclose a connecting node structure for solving one-column one-pile deviation and a construction method thereof. The connecting node structure comprises an annular steel plate,wherein the bottom of the annular steel plate is fixedly welded to the top of a one-column one-pile through a stiffening plate, and the bottom of a lower inserting column of an upper steel structure is welded to the top of the annular steel plate. Compared with the prior art, the annular steel plate is welded to the pile top of the one-column one-pile, the stiffening plate is welded between the annular steel plate and the one-column one-pile, the upper inserting column and the lower inserting column are directly welded to the annular steel plate, and therefore connection of the one-column one-pile and the lower inserting column is achieved; and the thickness and the size of the annular steel plate, the thickness and the number of the stiffening plates and the length and the height of welding seams are all obtained through a complex finite element simulation analysis method, upper loads can be evenly distributed, engineering quality and safety are guaranteed, cost is low, application iswide, and the purpose of the connecting node structure is achieved.
本发明的目的在于公开一种解决一柱一桩偏位的连接节点结构及其施工方法，它包括环形钢板，所述环形钢板的底部通过加劲板与一柱一桩的顶部互相焊接固定，上部钢结构的下插柱的底部焊接在所述环形钢板的顶部；与现有技术相比，在一柱一桩的桩顶焊接环形钢板，环形钢板与一柱一桩之间焊接加劲板，上部下插柱直接焊接到环形钢板之上，从而实现一柱一桩与下插柱的连接；环形钢板的厚度及尺寸、加劲板的厚度和数量、焊缝的长度与高度均通过复杂的有限元仿真分析方法获得，可以使上部荷载分布均匀，确保工程质量和安全，成本低，应用广泛，实现本发明的目的。
Connecting node structure for solving one-column one-pile deviation and construction method thereof
一种解决一柱一桩偏位的连接节点结构及其施工方法
LI HUAICUI (Autor:in) / HAO ZHANHAO (Autor:in) / WANG ZHENWEI (Autor:in) / YAN JUNMING (Autor:in) / YANG XUEJUN (Autor:in) / SHEN YUAN (Autor:in) / SUN MIAOYAN (Autor:in) / LI KAIXIN (Autor:in) / PAN XINGHUA (Autor:in)
29.01.2021
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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