Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Integral berthing pile and construction method thereof
The invention relates to the field of pile sinking of bridge foundation steel pipe piles, and discloses an integral type berthing pile and a construction method thereof.The integral type berthing pile comprises a steel pipe pile set comprising three steel pipe piles, and the tops and the bottoms of the three steel pipe piles are fixedly connected through triangular connecting systems; the piling vertical frame is horizontally arranged and comprises two pieces of profile steel which are respectively hammer profile steel and supporting profile steel; the hammer profile steel is vertically fixed to the middle of the supporting profile steel, and the two ends of the supporting profile steel are supported at the top ends of two steel pipe piles in the steel pipe pile set respectively. The extending end of the hammer profile steel is supported at the top end of the other steel pipe pile in the steel pipe pile group; the pair of rubber fenders is used for buffering the impact force of berthing and is respectively arranged at the tops of the two steel pipe piles; and the cable tying tool is arranged perpendicular to one connecting column of the triangular connecting system. According to the integral type berthing pile and the construction method thereof, the problem that a single berthing pile is prone to inclination or pile breakage when water flow scour is large can be solved.
本申请涉及桥梁基础钢管桩沉桩领域，公开了一种整体式靠船桩及其施工方法，整体式靠船桩包含：钢管桩组，其包含三根钢管桩，所述三根钢管桩的顶部和底部均通过三角连接系连接固定；水平设置的打桩垂直架，其包含两根型钢，分别为锤用型钢和支撑型钢；所述锤用型钢垂直固定于支撑型钢的中间位置，所述支撑型钢两端分别支撑于钢管桩组中的其中两根钢管桩的顶端；所述锤用型钢的伸出端支撑于钢管桩组中的另外一根钢管桩顶端；一对用于缓冲靠船冲击力的橡胶护舷，分别设置于两根钢管桩顶部；系缆具，垂直于三角连接系的一根连接柱设置。本申请的整体式靠船桩及其施工方法，可以解决单根靠船桩在水流冲刷大时容易出现倾斜或断桩的问题。
Integral berthing pile and construction method thereof
The invention relates to the field of pile sinking of bridge foundation steel pipe piles, and discloses an integral type berthing pile and a construction method thereof.The integral type berthing pile comprises a steel pipe pile set comprising three steel pipe piles, and the tops and the bottoms of the three steel pipe piles are fixedly connected through triangular connecting systems; the piling vertical frame is horizontally arranged and comprises two pieces of profile steel which are respectively hammer profile steel and supporting profile steel; the hammer profile steel is vertically fixed to the middle of the supporting profile steel, and the two ends of the supporting profile steel are supported at the top ends of two steel pipe piles in the steel pipe pile set respectively. The extending end of the hammer profile steel is supported at the top end of the other steel pipe pile in the steel pipe pile group; the pair of rubber fenders is used for buffering the impact force of berthing and is respectively arranged at the tops of the two steel pipe piles; and the cable tying tool is arranged perpendicular to one connecting column of the triangular connecting system. According to the integral type berthing pile and the construction method thereof, the problem that a single berthing pile is prone to inclination or pile breakage when water flow scour is large can be solved.
本申请涉及桥梁基础钢管桩沉桩领域，公开了一种整体式靠船桩及其施工方法，整体式靠船桩包含：钢管桩组，其包含三根钢管桩，所述三根钢管桩的顶部和底部均通过三角连接系连接固定；水平设置的打桩垂直架，其包含两根型钢，分别为锤用型钢和支撑型钢；所述锤用型钢垂直固定于支撑型钢的中间位置，所述支撑型钢两端分别支撑于钢管桩组中的其中两根钢管桩的顶端；所述锤用型钢的伸出端支撑于钢管桩组中的另外一根钢管桩顶端；一对用于缓冲靠船冲击力的橡胶护舷，分别设置于两根钢管桩顶部；系缆具，垂直于三角连接系的一根连接柱设置。本申请的整体式靠船桩及其施工方法，可以解决单根靠船桩在水流冲刷大时容易出现倾斜或断桩的问题。
Integral berthing pile and construction method thereof
一种整体式靠船桩及其施工方法
TONG JIAHUI (Autor:in) / YU HONGWEI (Autor:in) / HE YIHANG (Autor:in) / SHEN TAO (Autor:in) / WANG YINFENG (Autor:in) / HE ZHENJIANG (Autor:in) / JIA WEIZHONG (Autor:in) / YU YUNFENG (Autor:in) / ZHANG YIXIN (Autor:in) / ZHANG KUN (Autor:in)
30.08.2024
Patent
Elektronische Ressource
Chinesisch
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