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Reinforcement cage structure suitable for unfavorable geological environment and construction method thereof
The invention discloses a reinforcement cage structure suitable for unfavorable geological environments and a construction method thereof.The reinforcement cage structure comprises a reinforcement cage, the inner side and the outer side of the reinforcement cage are each fixedly sleeved with a plurality of protective sleeves, the bottom of the reinforcement cage is also fixedly sleeved with a bag net, the lowest protective sleeve is a first protective sleeve, and the lowest protective sleeve is a second protective sleeve; according to the invention, the sheaths are arranged on the inner side and the outer side of the reinforcement cage, so that the occurrence of the conditions of mud inclusion, slag inclusion, pile breakage and the like caused by geological reasons of a retaining structure (an underground diaphragm wall and the like) needing to form holes and grooves and cast-in-place concrete on a pile foundation is reduced and avoided.
本发明公开了一种适用于不良地质环境下的钢筋笼结构及其施工方法,包括钢筋笼,所述钢筋笼的内外两侧均固定套设有若干护套,所述钢筋笼底部也固定套设有兜网,最下方的所述护套为第一护套,所述第一护套外固定套设有斜向加强筋,本发明通过在钢筋笼的内外两侧设置护套,减少和避免需成孔成槽现浇混凝土的围护结构(地下连续墙等)、桩基出现因地质原因导致的夹泥夹渣断桩等情况发生。
Reinforcement cage structure suitable for unfavorable geological environment and construction method thereof
The invention discloses a reinforcement cage structure suitable for unfavorable geological environments and a construction method thereof.The reinforcement cage structure comprises a reinforcement cage, the inner side and the outer side of the reinforcement cage are each fixedly sleeved with a plurality of protective sleeves, the bottom of the reinforcement cage is also fixedly sleeved with a bag net, the lowest protective sleeve is a first protective sleeve, and the lowest protective sleeve is a second protective sleeve; according to the invention, the sheaths are arranged on the inner side and the outer side of the reinforcement cage, so that the occurrence of the conditions of mud inclusion, slag inclusion, pile breakage and the like caused by geological reasons of a retaining structure (an underground diaphragm wall and the like) needing to form holes and grooves and cast-in-place concrete on a pile foundation is reduced and avoided.
本发明公开了一种适用于不良地质环境下的钢筋笼结构及其施工方法,包括钢筋笼,所述钢筋笼的内外两侧均固定套设有若干护套,所述钢筋笼底部也固定套设有兜网,最下方的所述护套为第一护套,所述第一护套外固定套设有斜向加强筋,本发明通过在钢筋笼的内外两侧设置护套,减少和避免需成孔成槽现浇混凝土的围护结构(地下连续墙等)、桩基出现因地质原因导致的夹泥夹渣断桩等情况发生。
Reinforcement cage structure suitable for unfavorable geological environment and construction method thereof
一种适用于不良地质环境下的钢筋笼结构及其施工方法
HE SHENZHONG (Autor:in) / WANG YAO (Autor:in) / CHEN CAIQUAN (Autor:in) / WU WEIGUO (Autor:in) / LIN YIQING (Autor:in)
17.10.2023
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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