Location (province): Zhejiang Province |
Location (city): Quzhou |
Drilling rig type: HDL-180D1 |
Drill pipe configuration: 146 casing + 89 drill pipe. |
Construction technology: casing + drill pipe double pipe drilling |
Stratigraphic condition: 6 m, no supporting small loose gravel gravel gravel layer. The 6-10 meter is the gravel layer and the gravel layer. Soilless. |
Construction angle (degree): 15 |
Diamter (mm): 156 |
Depth(m): 10 |
Efficiency (H): 0.8 |
Net drilling time (H): 0.5 |
Net disassembly tool time (H): 0.2 |
Equipment Improvement Feedback: the original drill bit and pipe is 10cm larger than casing pipe, then do improvement to reduce the difference to be 3cm larger . |
asemmbel parts: 5.5KW sewage pump, 15KW booster pump. 146 casing with 146-156 bit, 89 drill pipe, 89-115 drill pipe bit. |
Construction technology : double layer percussion drilling in pebble stratum. |
1. The position of the drilling rig locate accurately to the hole (the mast is vertical to the working face and try make each close hole lie at one line ) it is convenient for making waist beam for next step. |
2. Fixed and slightly lifted 4 support legs of the machine the hard formation can be drilled at right location by the way of lifting, setting up long mast, sliding). |
3. use 89 inside pipe and water pump to flush off broken rocks, reciprocating this way until pipe reach 10m deep. |
4. slide the oil cylinder until the bottom clamp do not get the casing thread, and use the upper and lower clamp to remove the drill rod. |
5. insert the grouting pipe to the bottom hole of the casing pipe and then put rebar inside. |
6. Remove the casing pipe and do slurry while each 4 meters pulled up. |