The present application relates to a kind of self-anchored prestressed cast-in-place
pile tendon anchoring anchor rod in hard rock area and construction method, wherein the anchoring anchor rod includes
pile foundation, the
pile foundation includes concrete pile and prestressed steel strand, prestressed
tendon hole is arranged in the concrete pile, prestressed steel strand and grouting
pipe are arranged in the prestressed
tendon hole, the concrete pile includes upper concrete pile and lower concrete pile, the upper concrete pile is arranged in the lower concrete pile upper portion, the lower concrete pile is arranged in the cavity of rock, prestressed tendon is arranged in the prestressed tendon hole and is anchored by anchor device, the anchor device includes clamping piece,
plunger, constraint
rubber band, cloverleaf type steel strand
bogie and limit spring,
plunger is arranged in the upper portion of cloverleaf type steel strand
bogie, clamping piece is arranged in the upper portion of
plunger.The present application achieves the effect of self-anchoring, cloverleaf type steel strand
bogie can make steel strand not interfere with each other and can be well diverted, avoid the disadvantages of steel strand anchoring in hole bottom.