Adaptive scanning subgrade settlement remote monitoring device and method
A remote monitoring and self-adaptive technology, applied in measuring devices, surveying and navigation, measuring instruments, etc., can solve the problems of small dynamic range of photoelectric devices, difficulty in eliminating stray light, and low measurement efficiency, so as to avoid external background stray light interference, easy establishment of a unified measurement reference, and reduced equipment cost
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Embodiment 1
[0045] Such as figure 1 As shown, an adaptive scanning subgrade settlement remote monitoring device includes: light source, position measurement unit, settlement detection pile and fixed observation pile.
[0046] The subgrade settlement measurement unit includes: a light source 1, a position measurement unit 2, an electric rotary table 3, a settlement detection pile and a fixed observation pile 5.
[0047] The light source 1 is installed on the settlement detection pile, and the settlement detection pile is buried at the point to be measured; there are two or more points to be measured, and a settlement detection pile is buried at each point to be measured, and a light source is installed on each settlement detection pile 1. The electric rotary table 3 is installed on the fixed observation pile 5, and the fixed observation pile 5 is installed outside the settlement deformation area of the subgrade, where no settlement occurs; the position measurement unit 2 is installed on ...
Embodiment 2
[0065] The difference between the composition of the self-adaptive scanning subgrade settlement remote monitoring device of this embodiment and the first embodiment is that the light source unit 102 of this embodiment is composed of a super bright monochromatic light emitting diode 121 and a fixed plate 105, as shown in Figure 3 As shown in (b), there are two holes with a diameter of 1mm on the fixed plate; the ultra-bright monochrome light-emitting diode and the two holes form an isosceles triangle with a base of 20mm and a height of 40mm.
[0066] The method for automatically measuring the longitudinal displacement of the rail in this embodiment is the same as that in Embodiment 1.
Embodiment 3
[0068] The difference between the composition of the self-adaptive scanning subgrade settlement remote monitoring device of this embodiment and the first embodiment is that the light source unit 102 of this embodiment includes a first semiconductor laser 131 with a pigtail, an optical fiber beam splitter 133, a fixed plate 105, as shown in Figure 3 (c); the control end of the semiconductor laser 131 of the first band pigtail is connected with the control unit 102, the output pigtail 132 of the semiconductor laser 131 of the first band pigtail and the fiber beam splitter 133 The input end is connected, and the two output ends of the optical fiber beam splitter 133 are respectively connected with one end of the first output optical fiber 134 and the second output optical fiber 135, and the other ends of the first output optical fiber 134 and the second output optical fiber 135 are respectively fixed on the fixing plate In two holes 20mm apart on 105.
[0069] The method for auto...
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