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Composite pile foundation applied to stratum containing negative friction and construction method of composite pile foundation
The composite pile foundation applied to the negative friction-containing stratum and the construction method of the composite pile foundation are characterized in that the composite pile foundation comprises a central pile body and a pile periphery filling material; the central pile body is a section or a plurality of sections of prefabricated prestressed concrete piles, and the upper section and the lower section of the central pile body are welded or mechanically connected; an isolation coating is arranged on the surface of the prefabricated prestressed concrete pile; the lower layer of the pile periphery filling material is plain concrete or a high-strength curing material and is located in the range of the non-negative friction holding layer; the upper layer of the pile periphery filling material is solidified soil and is located in the range of the negative friction-containing stratum.
一种应用于含负摩阻地层的复合桩基及其施工方法,其特征在于,所述复合桩基包括中心桩体及桩周填充材料;所述中心桩体为一节或多节预制预应力混凝土桩,中心桩体上下节之间采用焊接或机械连接;所述预制预应力混凝土桩表面设置有隔离涂层;所述桩周填充材料下层为素混凝土或高强固化材料,位于非负摩阻持力层范围;所述桩周填充材料上层为固化土,位于含负摩阻地层范围。
Composite pile foundation applied to stratum containing negative friction and construction method of composite pile foundation
The composite pile foundation applied to the negative friction-containing stratum and the construction method of the composite pile foundation are characterized in that the composite pile foundation comprises a central pile body and a pile periphery filling material; the central pile body is a section or a plurality of sections of prefabricated prestressed concrete piles, and the upper section and the lower section of the central pile body are welded or mechanically connected; an isolation coating is arranged on the surface of the prefabricated prestressed concrete pile; the lower layer of the pile periphery filling material is plain concrete or a high-strength curing material and is located in the range of the non-negative friction holding layer; the upper layer of the pile periphery filling material is solidified soil and is located in the range of the negative friction-containing stratum.
一种应用于含负摩阻地层的复合桩基及其施工方法,其特征在于,所述复合桩基包括中心桩体及桩周填充材料;所述中心桩体为一节或多节预制预应力混凝土桩,中心桩体上下节之间采用焊接或机械连接;所述预制预应力混凝土桩表面设置有隔离涂层;所述桩周填充材料下层为素混凝土或高强固化材料,位于非负摩阻持力层范围;所述桩周填充材料上层为固化土,位于含负摩阻地层范围。
Composite pile foundation applied to stratum containing negative friction and construction method of composite pile foundation
一种应用于含负摩阻地层的复合桩基及其施工方法
LIU GUANGLEI (Autor:in) / CHENG YUN (Autor:in) / SONG WEIJIE (Autor:in) / YANG BAOSEN (Autor:in) / HOU WENSHI (Autor:in) / WU SIYU (Autor:in)
08.09.2023
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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