Bridge splicing seam vehicle-induced vibration deformation monitoring and control system and method
A deformation monitoring and control method technology, applied in bridges, bridge parts, bridge construction, etc., can solve problems such as uncertain construction quality, unbalanced load, uneven experience, etc., achieve scientific quality judgment, reduce deflection difference, High safety effect
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Embodiment 1
[0033] figure 1 , figure 2 It shows the installation state of a vehicle-induced vibration deformation monitoring and control system for bridge splicing joints, the system includes: a control device and a monitoring device, the control device is used to control the deflection difference between the old and new bridges; The above-mentioned monitoring device is used to monitor the deflection difference on both sides of the widening joint of the old and new bridges and the vibration of the old bridge caused by the operating load on the old bridge.
[0034] The control device includes: I-beam 1 and steel truss 7, the steel truss 7 is connected to the bridges on both sides of the joint by high-strength bolts; the I-beam 1 is connected to the flanges of the bridges on both sides of the joint through high-strength bolts 5 Connection, the steel truss 7 is respectively connected with the I-beam 1 and the steel truss 7 by bolts.
[0035] The monitoring device includes: a laser deflect...
Embodiment 2
[0042] On the basis of Example 1, the construction beam body of this example is a 20m cast-in-place concrete large box girder, and the whole bridge is equipped with 5 sets of deformation control components composed of steel truss 7 and I-beam 1. Between the new bridge and the old bridge, seven groups of steel trusses 7 and I-beams 1 are arranged at intervals along the longitudinal direction of the bridge.
[0043] Specifically, in this embodiment, the maximum vibration frequency of the concrete used is 6 Hz, and the maximum peak particle velocity is 25 mm / s. The seam deformation limit deformation difference is 0.98mm. These data serve as limits for controlling the formation of the seam material.
[0044] Specifically, during the on-site construction process, the maximum frequency of the vehicle-to-coupling vibration detected by the bridge coupling vibration signal testing device 3 is 4.6 Hz, and the limit peak particle velocity is 20 mm / s. The maximum deformation difference ...
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