Settling plate provided with stretching unit on existing settling plate and using method
A technology of stretching unit and settling plate, applied in the field of settling plate, can solve the problems of complicated and difficult to take over, and achieve the effect of reducing cost, good verticality and easy installation.
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Embodiment 1
[0035] Embodiment 1: the roadbed design height in a certain project is 3m, the roadbed settlement is 1m, and the roadbed filling height is 4m; adopt the existing settlement plate of the present invention to set the settlement plate of stretching unit for monitoring, wherein, the existing The settling plate comprises a bottom plate (1), a rib plate (2), and a bottom pipe (3-1) connected to the bottom plate (1), and the top of the bottom pipe (3-1) is connected with a stretching unit.
[0036] The stretching unit includes: an outer tube (3-2), an inner tube (3-3), a connecting piece (4) between the bottom tube (3-1) and the outer tube (3-2), and a control member (9-1);
[0037] The bottom pipe (3-1) is threadedly connected to the connector (4), the outer pipe (3-2) is threaded to the connector (4), and the bottom pipe (3-1) and the outer pipe (3-2 ) in the inside of the connector (4); the inner tube (3-3) and the outer tube (3-2) are fixed by clamping, and the inner tube (3-3) ...
Embodiment 2
[0043] Embodiment two, the project application condition is the same as embodiment one: the design height of the roadbed is 3m, the settlement of the roadbed is 1m, the height of the roadbed filling is 4m, and the size of each component is: the height of the bottom pipe is 1.5m; the height of the outer pipe is 1.5m m, the height of the inner pipe is 3m; in the initial state, the nozzle of the inner pipe is 0.1m higher than the nozzle of the outer pipe, and 2 holes are evenly arranged on the outer pipe, and the distance between the holes is 1.2m. The distance between the hole and the upper end / lower end of the outer pipe is 0.15m; in the initial state, the clip of the inner pipe is inserted into the lower hole in the outer pipe, and the inner pipe enters the bottom pipe about 1.4m; in the final state, The clamping piece of the inner tube is inserted into the upper hole in the outer tube, and the inner tube enters the bottom tube for about 0.2m; the inner tube is attached to the ...
Embodiment 3
[0049] Embodiment 3: The design height of the subgrade in a project is 5m, the subgrade settlement is 2m, and the subgrade filling height is 7m. After the laying of the subgrade geogrid is completed, the settlement plate is buried. The initial height of the bottom pipe is 1.5m. With the increase of filling soil, the bottom pipe is continuously lengthened through existing technical means such as pipe hoops. The bottom pipe adopts the above-mentioned "1.5m+1m "Three-tube lengthening method.
[0050] The design of the stretching unit connected to the upper end of the bottom pipe is different from the first embodiment, the length of the inner pipe is 3.7m, and the length of the outer pipe is 1.4m.
[0051] Two clamping holes (6-2) are arranged on the outer tube, the distance between the holes is 1.2m, and the distance between the holes at the upper end and the lower end is 0.1m from the end of the outer tube.
[0052] The inner tube is provided with upper and lower clamping piece...
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