Vacuum preloading solidification drainage channel
A technology for drainage channels and drainage pipes, which is applied in basic structure engineering, soil protection, construction, etc., can solve problems such as negative pressure value drop, drainage plate bending deformation, etc., to avoid waste, ensure project progress, and speed up drainage rate Effect
Patent Information
- Authority / Receiving Office
- CN · China
- Patent Type
- Applications(China)
- Current Assignee / Owner
- Publication Date
- 2014-08-27
- Estimated Expiration
- Not applicable · inactive patent
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Abstract
Description
Technical field
[0001] The invention belongs to the technical field of vacuum preloading consolidation drainage, and relates to a vacuum preloading consolidation drainage facility. Background technique
[0002] The vacuum preloading method is to lay a sand cushion on the surface of the soft ground that needs to be reinforced, then bury the vertical drainage pipe (drainage board), and then use an airtight sealing film to isolate it from the atmosphere. The suction pipe buried in the cushion is pumped by a vacuum device to form a vacuum. At this time, the pore water in the muddy soft soil will seep due to the pressure difference generated, and the water will be discharged from the drainage pipe. As the water content decreases, the effective stress of the foundation increases, and the silty soil will consolidate.
[0003] At present, the conventional drainage board is composed of a plastic core board and a filter membrane jacket. Although the application of this conventional ...
Examples
Embodiment Construction
[0012] The present invention will be described below in conjunction with the accompanying drawings and embodiments.
[0013] The present invention improves the existing vacuum preloading drainage technology, and adopts an iron high-rigidity round pipe as a drainage channel, but it only transmits negative pressure and does not discharge sludge. The water in the silt enters the entire longitudinal drainage channel from the lowermost drainage circular pipe, and is discharged from the soil surface through the drainage channel. During construction, the bottom layer of silt is drained and consolidated first (each layer of silt is 2 meters long). After the consolidation is completed, the drainage channel is pulled up to drain and consolidate the upper layer of silt until all layers of silt are drained and consolidated. until.
[0014] see figure 1 , figure 2 . The vacuum preloaded and consolidated vertical drainage channel used in the present invention is composed of multiple dr...