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Concrete sluice gate pier structure and construction method thereof
The invention relates to a concrete sluice gate pier structure and a construction method thereof, and relates to the field of water conservancy construction structures. The concrete sluice gate pier structure comprises a concrete pier, wherein a foundation pit is dug in a riverway soil body; the bottom of the concrete pier is located in the foundation pit; a buried deep hole is dug in the bottom of the foundation pit; a vertical pile body and a reinforcement cage are pre-buried in the concrete pier; the reinforcement cage is arranged on the pile body in a sleeving manner; the bottoms of the pile body and the reinforcement cage are located in the buried deep hole; a plurality of fixing columns are pre-buried in the concrete pier; the fixing columns are arranged in the foundation pit and the buried deep hole in a penetrating manner; the bottom ends of the fixing columns are inserted in the soil body below the buried deep hole; a plurality of vertical steel plates are pre-buried in the concrete pier; the steel plates are located on the outer side of the reinforcement cage; a waterproof sleeve is pre-buried in the concrete pier; and the steel plates are located in the waterproof sleeve. The effects of enhancing the impact resistance of the gate pier structure and improving the strength and the stability of the gate pier structure are achieved.
本申请涉及一种混凝土水闸闸墩结构及其施工方法,涉及水利施工结构的领域,其包括混凝土墩,河道土体上挖设有基坑,混凝土墩的底部位于基坑内,基坑底部挖设有埋深孔,混凝土墩内预埋有竖直的桩体和钢筋笼,钢筋笼套设在桩体上,桩体和钢筋笼的底部均位于埋深孔内,混凝土墩内预埋有若干个固定柱,固定柱穿设在基坑和埋深孔内,且固定柱的底端插设在埋深孔下方的土体中,混凝土墩内预埋有若干个竖直的钢板,钢板位于钢筋笼的外侧,混凝土墩内预埋有防水套,钢板位于防水套内。本申请具有加强闸墩结构的抗冲击性能,提高闸墩结构的强度和稳定性的效果。
Concrete sluice gate pier structure and construction method thereof
The invention relates to a concrete sluice gate pier structure and a construction method thereof, and relates to the field of water conservancy construction structures. The concrete sluice gate pier structure comprises a concrete pier, wherein a foundation pit is dug in a riverway soil body; the bottom of the concrete pier is located in the foundation pit; a buried deep hole is dug in the bottom of the foundation pit; a vertical pile body and a reinforcement cage are pre-buried in the concrete pier; the reinforcement cage is arranged on the pile body in a sleeving manner; the bottoms of the pile body and the reinforcement cage are located in the buried deep hole; a plurality of fixing columns are pre-buried in the concrete pier; the fixing columns are arranged in the foundation pit and the buried deep hole in a penetrating manner; the bottom ends of the fixing columns are inserted in the soil body below the buried deep hole; a plurality of vertical steel plates are pre-buried in the concrete pier; the steel plates are located on the outer side of the reinforcement cage; a waterproof sleeve is pre-buried in the concrete pier; and the steel plates are located in the waterproof sleeve. The effects of enhancing the impact resistance of the gate pier structure and improving the strength and the stability of the gate pier structure are achieved.
本申请涉及一种混凝土水闸闸墩结构及其施工方法,涉及水利施工结构的领域,其包括混凝土墩,河道土体上挖设有基坑,混凝土墩的底部位于基坑内,基坑底部挖设有埋深孔,混凝土墩内预埋有竖直的桩体和钢筋笼,钢筋笼套设在桩体上,桩体和钢筋笼的底部均位于埋深孔内,混凝土墩内预埋有若干个固定柱,固定柱穿设在基坑和埋深孔内,且固定柱的底端插设在埋深孔下方的土体中,混凝土墩内预埋有若干个竖直的钢板,钢板位于钢筋笼的外侧,混凝土墩内预埋有防水套,钢板位于防水套内。本申请具有加强闸墩结构的抗冲击性能,提高闸墩结构的强度和稳定性的效果。
Concrete sluice gate pier structure and construction method thereof
一种混凝土水闸闸墩结构及其施工方法
QIU PENGFEI (Autor:in)
06.04.2021
Patent
Elektronische Ressource
Chinesisch
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