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Pressure-resistant highway subgrade gravel pile vibroflotation-resistant outer protection structure and using method thereof
The invention discloses a pressure-resistant highway subgrade gravel pile vibroflotation-resistant outer protection structure and a using method thereof. The structure comprises a gravel pile shell, a highway subgrade arranged outside the gravel pile shell, a stabilizing column, protective macadam, a shell inner cavity, a first separation steel bar, stabilizing column driving shells, and a building anti-vibration pad. The stabilizing column is arranged at the lower end of the gravel pile shell; the protective macadam is arranged on the outer wall of the the gravel pile shell; the protective macadam is fixedly connected with the the gravel pile shell; the shell inner cavity is formed in the gravel pile shell; the first separation steel bar is arranged in the shell inner cavity; a second separation steel bar is arranged at one side of the first separation steel bar; the stabilizing column driving shells are arranged at the two sides of the first separation steel bar; and the building anti-vibration pad is arranged in a wall body of the gravel pile shell. According to the pressure-resistant highway subgrade gravel pile vibroflotation-resistant outer protection structure and the using method thereof, the vibroflotation-resistant outer protection structure is additionally arranged on a highway subgrade gravel pile, so that the problems that an existing highway subgrade gravel pile is poor in vibroflotation-resistant effect, damaged and short in service life are effectively solved.
本发明公开了一种耐压型公路路基碎石桩抗振冲外护结构及其使用方法,包括:碎石桩壳体,以及设置在所述碎石桩壳体外部的公路路基;稳定柱,其设置在所述碎石桩壳体的下端;防护碎石,其设置在所述碎石桩壳体的外壁,所述防护碎石与碎石桩壳体固定连接;壳体内腔,其设置在所述碎石桩壳体的内部;第一分隔钢筋,其设置在所述壳体内腔的内部,所述第一分隔钢筋的一侧设置有第二分隔钢筋;稳定柱驱动壳体,其设置在所述第一分隔钢筋的两侧;建筑减振垫,其设置在所述碎石桩壳体的壁体内。其实现了对公路路基碎石桩添加抗振冲外护结构,从而有效的避免了现有的公路路基碎石桩抗振冲效果差,导致损坏,使用寿命短的问题。
Pressure-resistant highway subgrade gravel pile vibroflotation-resistant outer protection structure and using method thereof
The invention discloses a pressure-resistant highway subgrade gravel pile vibroflotation-resistant outer protection structure and a using method thereof. The structure comprises a gravel pile shell, a highway subgrade arranged outside the gravel pile shell, a stabilizing column, protective macadam, a shell inner cavity, a first separation steel bar, stabilizing column driving shells, and a building anti-vibration pad. The stabilizing column is arranged at the lower end of the gravel pile shell; the protective macadam is arranged on the outer wall of the the gravel pile shell; the protective macadam is fixedly connected with the the gravel pile shell; the shell inner cavity is formed in the gravel pile shell; the first separation steel bar is arranged in the shell inner cavity; a second separation steel bar is arranged at one side of the first separation steel bar; the stabilizing column driving shells are arranged at the two sides of the first separation steel bar; and the building anti-vibration pad is arranged in a wall body of the gravel pile shell. According to the pressure-resistant highway subgrade gravel pile vibroflotation-resistant outer protection structure and the using method thereof, the vibroflotation-resistant outer protection structure is additionally arranged on a highway subgrade gravel pile, so that the problems that an existing highway subgrade gravel pile is poor in vibroflotation-resistant effect, damaged and short in service life are effectively solved.
本发明公开了一种耐压型公路路基碎石桩抗振冲外护结构及其使用方法,包括:碎石桩壳体,以及设置在所述碎石桩壳体外部的公路路基;稳定柱,其设置在所述碎石桩壳体的下端;防护碎石,其设置在所述碎石桩壳体的外壁,所述防护碎石与碎石桩壳体固定连接;壳体内腔,其设置在所述碎石桩壳体的内部;第一分隔钢筋,其设置在所述壳体内腔的内部,所述第一分隔钢筋的一侧设置有第二分隔钢筋;稳定柱驱动壳体,其设置在所述第一分隔钢筋的两侧;建筑减振垫,其设置在所述碎石桩壳体的壁体内。其实现了对公路路基碎石桩添加抗振冲外护结构,从而有效的避免了现有的公路路基碎石桩抗振冲效果差,导致损坏,使用寿命短的问题。
Pressure-resistant highway subgrade gravel pile vibroflotation-resistant outer protection structure and using method thereof
耐压型公路路基碎石桩抗振冲外护结构及其使用方法
TANG JIANHOU (Autor:in) / SHI YANWEI (Autor:in) / MA SHUAIHUA (Autor:in) / CHANG NA (Autor:in) / WANG LINGYAN (Autor:in) / HAO ZHIWEI (Autor:in) / DAI WEISONG (Autor:in) / LIU BIN (Autor:in) / QI HAOMIAO (Autor:in) / GUO GUANGLEI (Autor:in)
09.04.2021
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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