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Double-wall casing tube

Applications:
1.For producing cased boreholes, especially for pile installation applying the rotary drilling method.
Features:
1.The casings are made of double-wall pipes
2.Different casing section length from 1m to 6m optional
3.Casing connections on both side with female or male part and conical or threaded rings. Screw connections with seal and O-rings.
4.Custom-fit pipe connections for quick positioning and screwing together of pipes.
 
Descriptions:
1.The casings are designed to perform cased holes, especially for the construction of bored piles by rotary drilling rigs.
2.The casing joint with high machining accuracy ensures a fast replacement and bolting of the casing as well as the best for force transmission effect.
 
Technical Parameters:
Double-wall Casing Tube
Dia. Length

Casing-wall THK-1

Casing-wall THK-2

Total THK

Bolt QTY

D1/D2 1m 2m 3m 4m 5m 6m a1 a2 t2 bolts
(mm) Weight(kg) (mm) (mm)   (pcs)
620/540 403 739 1074 1411 1747 2081 12 8 40 8
750/670 492 902 1311 1722 2131 2540 12 8 40 10
880/800 585 1069 1552 2036 2520 3005 12 8 40 10
1000/920 669 1221 1773 2328 2877 3429 12 8 40 10
1180/1100 844 1580 2316 3052 3787 4522 16 8 40 12
1200/1120 872 1620 2370 3120 3870 4620 16 8 40 12
1300/1200 933 1746 2558 3372 4184 4996 16 10 40 12
1500/1400 1433 2628 3817 5009 6210 7393 20 10 50 12
1800/1700 1730 3166 4602 6038 7474 8910 20 10 50 16
2000/1880 2450 4280 6110 7940 9770 11600 20 15 60 12
2200/2080 2700 4720 6740 8760 10780 12800 20 15 60 12
2500/2380 2960 5240 7520 9800 12080 14360 20 15 60 16
 
Advantages: 
1.No mud discharge, truly green and environmental protection.
 
2.Solve the problem of the wall protection and drilling of the rotary drilling rig in the complex sand layer, fluid plastic silt layer, backfill layer, pebble layer, etc.
 
3.The guiding effect of the casing itself can be used to control the verticality of the pile.
 
4.There is no effect of mud and sediment caused by mud wall protection on the weakening of the bearing capacity of the bored pile, so that the lateral friction resistance and bearing capacity of the pile are greatly improved compared with other pile types.
 
5.Avoid the quality problems such as shrinkage, broken piles and concrete segregation that may occur in general cast-in-place piles.
 
6.The problem of hole wall collapse of the upper unstable section caused by suction and disturbance during drilling is completely avoided.

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