The invention discloses a spiral ground anchor surrounding static pile pressing construction device. The spiral ground anchor surrounding static pile pressing construction device comprises a reaction frame. Spiral ground anchors are mounted at the bottom end of the reaction frame, jacks are arranged at the top of the reaction frame, an inner push rod is mounted on the lower portion of each jack, the end of each inner push rod is connected with a friction clamp, and a pile body is clamped by the friction clamps. The invention further discloses a spiral ground anchor surrounding static pile pressing construction method. The spiral ground anchor surrounding static pile pressing construction method comprises the steps that firstly, pile pressing counter force is estimated, and the spiral ground anchors are fixed; secondly, the reaction frame is assembled; thirdly, the pile body is cut and located; fourthly, the jacks and the friction clamps are mounted; fifthly, the pile body is clamped by the friction clamps; sixthly, the first joint of the pile body is pressed in; seventhly, the third step, the fourth step, the fifth step and the sixth step are repeated, and the second joint of the pile body is pressed in; and eighthly, pile pressing is finished, and pile pressing equipment is demounted. According to the spiral ground anchor surrounding static pile pressing construction device and construction method, the pile pressing construction height is reduced, the construction efficiency is improved, the spiral ground anchors only need to be anchored in soil around a foundation, required anchoring force is provided, and disturbance to the soil is small.