Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Pile-supported embankment structure with tie beams and construction method of pile-supported embankment structure
The invention relates to the technical field of pile-supported embankments, and provides a pile-supported embankment structure with tie beams and a construction method thereof.The pile-supported embankment structure with the tie beams sequentially comprises a rigid pile layer, a connecting layer, a cushion layer, a geogrid layer and an embankment layer from bottom to top; the rigid pile layer comprises a plurality of rigid piles perpendicularly arranged relative to the ground, and grouting holes and grouting pipes communicating with the grouting holes are arranged at the ends, away from the ground, of the rigid piles. The connecting layer comprises a pile cap and a straining beam which are arranged on the upper layer of the rigid pile, and a grouting pipe main pipe and a grouting pipe branch pipe are arranged in the pile cap and the straining beam; the cushion layer comprises a broken stone cushion layer and a soil pressure sensor arranged in the broken stone cushion layer.
本发明涉及桩承式路堤的技术领域，提供一种带系梁的桩承式路堤结构及其施工方法，所述带系梁的桩承式路堤结构从下至上依次包括刚性桩层、连接层、垫层、土工格栅层以及路堤层；刚性桩层包括若干相对于地面垂直设置的刚性桩，刚性桩远离地面的一端设置有注浆孔以及与注浆孔连通的注浆管；连接层包括设置在刚性桩上层的桩帽以及系梁，桩帽内部以及系梁内部设置有注浆管主管以及注浆管支管；垫层包括碎石垫层以及设置在碎石垫层中的土压力传感器。
Pile-supported embankment structure with tie beams and construction method of pile-supported embankment structure
The invention relates to the technical field of pile-supported embankments, and provides a pile-supported embankment structure with tie beams and a construction method thereof.The pile-supported embankment structure with the tie beams sequentially comprises a rigid pile layer, a connecting layer, a cushion layer, a geogrid layer and an embankment layer from bottom to top; the rigid pile layer comprises a plurality of rigid piles perpendicularly arranged relative to the ground, and grouting holes and grouting pipes communicating with the grouting holes are arranged at the ends, away from the ground, of the rigid piles. The connecting layer comprises a pile cap and a straining beam which are arranged on the upper layer of the rigid pile, and a grouting pipe main pipe and a grouting pipe branch pipe are arranged in the pile cap and the straining beam; the cushion layer comprises a broken stone cushion layer and a soil pressure sensor arranged in the broken stone cushion layer.
本发明涉及桩承式路堤的技术领域，提供一种带系梁的桩承式路堤结构及其施工方法，所述带系梁的桩承式路堤结构从下至上依次包括刚性桩层、连接层、垫层、土工格栅层以及路堤层；刚性桩层包括若干相对于地面垂直设置的刚性桩，刚性桩远离地面的一端设置有注浆孔以及与注浆孔连通的注浆管；连接层包括设置在刚性桩上层的桩帽以及系梁，桩帽内部以及系梁内部设置有注浆管主管以及注浆管支管；垫层包括碎石垫层以及设置在碎石垫层中的土压力传感器。
Pile-supported embankment structure with tie beams and construction method of pile-supported embankment structure
一种带系梁的桩承式路堤结构及其施工方法
ZHENG YEWEI (Autor:in) / XU CHUANBAO (Autor:in) / ZHAO YI (Autor:in) / JIA YAFEI (Autor:in) / DENG JIALONG (Autor:in)
20.09.2024
Patent
Elektronische Ressource
Chinesisch
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