Low-strain double-speed signal averaging detection method for building solid pile
A speed signal and detection method technology, applied in the field of building detection, can solve the problems of not considering eccentric knocking, not considering how to eliminate three-dimensional interference signals and eccentric shear waves, etc., to achieve accuracy and completeness, and eliminate three-dimensional interference signals Effect
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Embodiment 1
[0042] figure 1 It is a schematic flow chart of a low-strain double-velocity signal average detection method for building solid piles in the present invention. The low-strain double-velocity signal average detection method of the solid pile of the building is applied to the solid pile of the building, and the method includes the following steps:
[0043] In step S11, a knocking point is set on the top surface of the solid pile body of the building.
[0044] Specifically, the solid pile of the building is a solid circular foundation pile, and the knocking action is vertical knocking with a force hammer or a force rod, and the knocking point can be located at any position on the surface of the pile top, including the center of the pile.
[0045] In an embodiment of the present invention, the solid circular foundation pile body of the building. The percussion point is located at 0.75R on the pile top surface (see image 3 ).
[0046] In an embodiment of the present invention,...
Embodiment 2
[0058] figure 2 It is a structural schematic diagram of a low-strain dual-velocity signal average detection method for building solid piles in the present invention. In this embodiment, the building solid pile is a solid circular foundation pile.
[0059] The vibration excitation device 200 generates an eccentric knocking action at any point on the pile top surface of the solid pile 100. Under the condition that the Poisson's ratio of the pile body concrete is unknown, the radius between the pile top surface of the building solid pile 100 and the knocking point is At (0.67-0.5υ) R on the two radii of 45° and 135°, install two signal acquisition devices 300 as the measuring points for the solid pile body of the building, where υ is the concrete Poisson of the pile body Ratio, R is the radius of the foundation pile. Under the condition that the concrete Poisson's ratio of the pile body is known, the two signal acquisition devices are installed at 2 / 3 of the steel cage radius ...
Embodiment 3
[0069] Figure 7 It is a structural schematic diagram of an alternative scheme of a low-strain double-velocity signal average detection method for building solid piles in the present invention. In this embodiment, the solid pile of the building is a circular pile with a solid section. Specifically:
[0070] Under the condition that the concrete Poisson's ratio of the pile body is known, the vibration excitation device 200 produces an eccentric knocking action at (0.67-0.5υ)R on the pile top surface of the solid pile 100 of the building at any radius, where υ is the pile Poisson's ratio of the body concrete, R is the radius of the foundation pile; under the condition that the Poisson's ratio of the pile body concrete is unknown, the excitation device 200 is placed at 2 / 3 of the radius of the reinforcement cage on the pile top surface of the solid pile 100 of the building position produces an off-center tapping action. On the pile top surface of the solid pile 100 of the buil...
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