Perpendicularity Measuring Device for Concave Reinforced Anti-floating Anchor Structure
A technology for anti-floating anchors and measuring devices, which is applied in the direction of measuring devices, mechanical measuring devices, and mechanical devices, etc., can solve the problems of inaccurate measurement and direct measurement of anti-floating anchor structures, so as to facilitate adjustment and reduce effect of possibility
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Embodiment 1
[0038] This embodiment discloses a concave reinforced anti-floating anchor structure, refer to figure 1 , including anchor rods 1 and grouting pipes 11 buried in the ground at the same time, both of which are arranged parallel to each other. The tops of the anchor rod 1 and the grouting pipe 11 are higher than the ground, the height of the grouting pipe 11 is lower than that of the anchor rod 1 , and the bottom end is higher than the bottom end of the anchor rod 1 . There are three anchor rods 1 distributed along the circumferential direction, the three anchor rods 1 are distributed in an equilateral triangle, and the grouting pipe 11 is located at the center of the three anchor rods 1 . A connecting rib 12 is welded between the anchor rod 1 and the grouting pipe 11, and one side of the connecting rib 12 is fixedly connected with a verticality measuring tube 13. The vertical measuring tube is parallel to the anchor rod 1 and the grouting pipe 11, and its top is located on the ...
Embodiment 2
[0041] This embodiment discloses a verticality measuring device for the concave reinforced anti-floating anchor structure in Embodiment 1, referring to figure 2 and image 3 , including a support plate 2, a leveling plate 3 and a measuring rod 4, the support plate 2 is vertically supported on the ground. The leveling plate 3 is connected to the end of the support plate 2 away from the ground, and the end of the leveling plate 3 away from the support plate 2 has a measuring hole 31, and there is one measuring hole 31, when the leveling plate 3 is inserted into the anchor rod 1 in a horizontal state In time, the measuring hole 31 is facing one of the verticality measuring tubes 13 (refer to figure 1 ).
[0042] refer to figure 2 , the diameter of the measuring rod 4 is equal to the inner diameter of the verticality measuring tube 13, and the inner diameter of the measuring hole 31 is greater than the diameter of the measuring rod 4. During the measurement, the staff enters...
Embodiment 3
[0053] This embodiment discloses a construction method applied to the concave reinforced anti-floating anchor rod 1 structure of Embodiment 1, and the steps are as follows:
[0054] S1. Welding work: First, weld three connecting ribs 12 on the outer wall of the grouting pipe 11, the length direction of the connecting ribs 12 is parallel to the length direction of the grouting pipe 11, and the clamp between two adjacent connecting ribs 12 The angle is 120 degrees. Then weld the anchor rod 1 on the side of the connecting rib 12 away from the grouting pipe 11. After the anchor rod 1 is welded, weld the verticality measuring tube 13 on the side of the connecting rib 12, and the perpendicularity measuring tube 13 is located between the anchor rod 1 and Between the grouting pipes 11, after the welding is completed, the anchor rod 1, the perpendicularity measuring pipe 13 and the grouting pipes 11 are parallel to each other;
[0055] S2. Determine the value of the measuring rod 4: i...
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