Miniature pile and pre-stressed anchor rod combined foundation and construction method thereof

The invention discloses a micro pile and pre-stressed anchor combined foundation and a construction method thereof. The construction method comprises the steps that S1, a soil body is excavated to the elevation of a cushion layer at a design position, a pile hole of a micro pile is constructed, a re...

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Bibliographische Detailangaben
Hauptverfasser: QIU HAOCI, CHEN WEIYU, LI YILAN, WANG LIN, LI YANGSEN, YIN YUAN, LIN SHAOYUAN, ZHENG WENCHENG, LIN KAI, GUO JINGFENG, HUANG YIJING, CHEN SHAN, CHEN YUKUN, TU BINGXIONG
Format: Patent
Sprache:chi ; eng
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Zusammenfassung:The invention discloses a micro pile and pre-stressed anchor combined foundation and a construction method thereof. The construction method comprises the steps that S1, a soil body is excavated to the elevation of a cushion layer at a design position, a pile hole of a micro pile is constructed, a reinforcement cage is put down, and fine aggregate concrete is poured; s2, an anchor hole of the pre-stressed anchor rod is constructed, a steel pipe is placed in the middle, then a rib body with a sleeve is placed in the steel pipe, a grouting body is injected into the anchor hole to a hole opening, and then the grouting body is supplemented and injected into the steel pipe; s3, a cushion layer is constructed, lower-step foundation steel bars and upper-step foundation steel bars are bound, a combined anchor cushion plate is installed, and concrete is poured; and S4, after the concrete strength meets the requirement, the pre-stressed anchor rods are tensioned to the designed load and then locked, connecting ribs are