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Method and structure for controlling uneven settlement of structural expansion joints
The invention provides a method for controlling uneven settlement of structural expansion joints. The method comprises the following steps: dividing an underground structure into a plurality of structural segments for segmented casting construction; arranging a mortise-and-tenon structure at the construction joint between every two adjacent structural segments, so that the two adjacent structuralsegments can be clamped together; casting the mortise-and-tenon structure on each structural segment and the structural segment as a whole; and sequentially connecting a plurality of such structural segments together. Through the arrangement of the mortise-and-tenon structure between every two adjacent structural segments, the two adjacent structural segments can be clamped together; through the interlocking action of each mortise-and-tenon structure, the entire underground structure can be better integrated and the overall stress can be achieved; and furthermore, each mortise-and-tenon structure can be prevented from bringing greater difficulties to the construction process and the operation can be simple.
本发明提出了一种用于控制结构伸缩缝不均匀沉降的方法,包括:将地下结构分为若干结构段,以进行分段浇筑施工;在相邻的两所述结构段之间的施工缝处设置有卯榫结构,以使得相邻的两所述结构段相卡接在一起;将每一所述结构段上的所述榫卯结构与所述结构段浇筑为一体;依次将若干所述结构段连接在一起。通过在相邻的两结构段之间设置榫卯结构,以使相邻的两结构段相互卡接在一起,通过卯榫结构的相互咬合作用使得整个地下结构能更好地结合在一起,整体受力,并且本发明中的卯榫结构不会给施工带来更大的困难,操作简单。
Method and structure for controlling uneven settlement of structural expansion joints
The invention provides a method for controlling uneven settlement of structural expansion joints. The method comprises the following steps: dividing an underground structure into a plurality of structural segments for segmented casting construction; arranging a mortise-and-tenon structure at the construction joint between every two adjacent structural segments, so that the two adjacent structuralsegments can be clamped together; casting the mortise-and-tenon structure on each structural segment and the structural segment as a whole; and sequentially connecting a plurality of such structural segments together. Through the arrangement of the mortise-and-tenon structure between every two adjacent structural segments, the two adjacent structural segments can be clamped together; through the interlocking action of each mortise-and-tenon structure, the entire underground structure can be better integrated and the overall stress can be achieved; and furthermore, each mortise-and-tenon structure can be prevented from bringing greater difficulties to the construction process and the operation can be simple.
本发明提出了一种用于控制结构伸缩缝不均匀沉降的方法,包括:将地下结构分为若干结构段,以进行分段浇筑施工;在相邻的两所述结构段之间的施工缝处设置有卯榫结构,以使得相邻的两所述结构段相卡接在一起;将每一所述结构段上的所述榫卯结构与所述结构段浇筑为一体;依次将若干所述结构段连接在一起。通过在相邻的两结构段之间设置榫卯结构,以使相邻的两结构段相互卡接在一起,通过卯榫结构的相互咬合作用使得整个地下结构能更好地结合在一起,整体受力,并且本发明中的卯榫结构不会给施工带来更大的困难,操作简单。
Method and structure for controlling uneven settlement of structural expansion joints
用于控制结构伸缩缝不均匀沉降的方法及结构
LI BAIXI (Autor:in) / LIAO YONGXIANG (Autor:in) / WANG DIANTAO (Autor:in) / GUO WEIWEI (Autor:in) / WU DACHENG (Autor:in) / MO XIANZHI (Autor:in) / FU JIANSHENG (Autor:in) / TAN XING (Autor:in)
08.05.2020
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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