Deep layer loading test timely testing device and method
A technology of load test and test device, which is applied in the direction of basic structure test, construction, and basic structure engineering, etc. It can solve the problems of reduced test accuracy, low displacement measurement accuracy, and low bearing capacity, so as to reduce human judgment errors and improve test performance. The effect of precision
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Embodiment 1
[0033] The timely testing device for the deep load test includes a loading system, a force transmission system and a testing system.
[0034] The loading system is realized by a surcharge counterweight 1 , a reference beam 2 is installed under the surcharge counterweight 1 , the reference beam 2 is supported on a support pier 4 , and the support pier 4 is supported on the surface of the foundation 16 .
[0035] The force transmission system includes a jack 3, a force transmission column 5, a backing plate 6, a pressure bearing plate 7, an end plate 8, a connecting rod 9, a pressure sensor 10, a pull-wire displacement gauge 11 and a displacement sensor 19, and the jack 3 is located on the front of the reference beam 2. On the backing plate 6 connected below, displacement sensors 19 are arranged on both sides above the backing plate 6, and the center of the backing plate 6 is provided with a small hole 20 for passing through the wire 13 of the displacement rod 12 and the pressure...
Embodiment 2
[0041] The method for testing the timely testing device of the deep layer load test comprises the following steps:
[0042] (1) Installation of deep load test device
[0043] Use mechanical drilling or manual digging to a predetermined depth, then connect and fix the pressure bearing plate 7, the end plate 8 of the force transmission column 5, the pressure sensor 10, the connecting rod 9, the displacement rod 12, and the pull-type displacement gauge 11 in sequence, and lift Go down to the bottom of the hole, and then set backfill soil 15 in the gap between the force transmission column 5 and the hole wall to ensure that the force transmission column 5 is vertical. Weld the backing plate 6 on the top of the force transmission column 5, install the jack 3, the support pier 4, and the reference beam 2, and use sand bags or concrete test blocks for counterweight. On the backing plate 6, the wire 13 of the pressure sensor 10 is passed out and connected to the data acquisition inst...
Embodiment 3
[0064] The Ningbo Rail Transit Fenghua Line project site is located in the Ningfeng Plain area, and its geotectonic location belongs to the Lishui-Ningbo uplift belt in the southeastern Zhejiang fold belt of the Caledonian fold system in South China. According to the regional geology and this exploration data, the strata of the proposed site belong to the southeast stratum area, and the pre-Quaternary strata within the exploration depth range are mainly Jurassic upper system (J3c) tuff. Quaternary strata are well developed, and the thickness varies greatly. The survey reveals that the thickness is about 32.6-47.0m. The strata are generally developed from the Middle Pleistocene to the Holocene, with many genetic types. The engineering geological characteristics of each engineering geological sublayer are reviewed as follows: ① 1b : plain fill (mlQ), ① 1c : Planting soil (mlQ), ① 2 Layer: silty clay (al-lQ43), ① 3c layer: silty clay (mQ34), ② 1 Layer: silty clay (al-lQ43), ② ...
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