Chinese wholesale Augercast Piles Manufacturer – Pre-bored Pre-cast Piling Equipment – Engineering Machinery

Product Main Features: 1. No soil-squeezing, no vibration, noiseless 2. Great pile-forming quality, completely controllable of pile top elevation 3. Strong vertical compression, pull and horizontal load resistance 4. Low mud discharge 5. Good social benefit and promotion value PRE-BORED PRE-CAST CONCRETE PILE METHOD PRE-BORED PRE-CAST CONCRETE IMPLANTED PILE TYPE COMBINATION Implanted pile: Precast pile with a certain combination of prestressed high strength concrete knot diversion pile (PHDC), prestressed reinforced high strength concrete pile (PRHC), prestressed high-intensity concrete pile (PHC), etc. 1. According to the geological conditions, select the appropriate pile type to increase lateral and pile tip resistance. 2. Improve the resistance level and uplift bearing capacity of pile body 3. Prestressed high strength concrete knot pile (High-performance concrete implanted pile) (For short: PHDC) Prestressed high-performance concrete pile with hot rolled ribbed steel bar. The lateral resistance of the pile can be greatly increased through the interlocking between the pile and the surrounding area The resistance characteristics of pile tip can be improved by underside extension. 4. Prestressed reinforced high strength concrete pile (For short: PRHC) Prestressed reinforcement, non-prestressed reinforcement, End plate anchorage The pile is using for upper segment pile of pile foundation, it can meet the high requirements of resistant compression, pulling and horizontal load. Can partly replace steel pipe pile EQUIPMENT TECHNOLOGY ADVANTAGES With accumulated technology advantages of deep soil mixing drill, SEMW completely independent research and develop SDP Series Pre-bored Pre-cast Piling Equipment, a new generation of drilling equipment which is suitable for the static drilling method. The main parts are international famous brands, which have the characteristics of high torque, great drilling depth, high scientific and technological content, good reliability, high construction efficiency, and the performance reaches the international advanced level. 1. SEMW SDP Series adopts the advanced oil pressure root-enlarging technology, the root diameter is 1~1.6 times of the diameter of drilling hole and the root height is 3 times of the drilling hole’s diameter. In addition, advanced slave computer software history data recording method is adopted to record various construction process data of the same kind of imported products, such as borehole depth change, drilling speed, construction process current, temperature condition water flow of borehole, root-enlarging monitoring, amount of cement injected around pile tip etc. Setting and storage of relevant construction data, such as construction unit, site number, pile number, completion status, etc., can also be used to analyze various construction data and form corresponding data curves. 2. Intelligent construction management software is adopted to control the use of intelligent touch screen mode to monitor the construction process in real time. Ensure the construction quality and all construction data are clearly reflected on the display and stored automatically, which can be printed out. 3. The SEMW SDP Series operating system is equipped with the power loss 380V automatic shutdown program. It ensures that the data will not be lost due to the crash or power failure during the operation of the drill. 4. The SEMW SDP Series motor start mode adopts soft start. The soft starter itself has various motor protection functions, such as under-voltage, missing phase, phase sequence, overload, etc. Besides, it has good cooling function and can be started frequently. 5. The technology of hydraulic root-enlarging has reliable performance and adopts excellent hydraulic components to ensure the normal operation of hydraulic root-enlarging under depth of 80m. Drilling tools are specially designed and manufactured with high strength, good bending and high wear resistance to reduce the maintenance costs. Product Model: SDP 110H 150H 220 Specifications:

Item	Unit	SDP110H		SDP150H	SDP220
Max. drilling diameter	mm	Φ650（1040）/Φ750（1200）/Φ900（1440）
Rated speed of shaft	r/min	19.1/9.5			13.8 (8P)
Rated torque of shaft	KN.m	55/110		75/150	110/220
Basic length of shaft	m	3、4、6、9
Rated power of motor	KW	110（55×2）		150（75×2）	220（110×2）
Distance of Rod Center to Guide Center	mm	1000			920
Distance of Pulley Center to Guide Center	mm	655、800
Center distance between guides	mm	600XΦ102
Diameter of wire rope	mm	Φ22
Number of sheaves	pcs	6
Cement system pressure	Mpa	2.5
Hydraulic system pressure	Mpa	18
Joint for water and cement hose		Rc11⁄2			R1 2
Operating control		CAN-BUS、Electrical Control			Electrical Control
Power unit max. weight	t	About 8.4	About 8.5		About 12
Supporting piling rig		Same standard as SEMW SPR115/ JB160A	Same standard as SEMW SPR135/ JB180		Same standard as SEMW SPR135/ JB180

Note: Specifications are subjected to change without prior notice.             Application:

1. Applicable to various seismic fortification intensity areas, adapt to the pile diameter: 500-1200mm
2. Clay, silt, sandy soil, filled soil, broken stones (gravel) soil and complicated geological situation, mezzanine much larger changes, uneven weathering, hard and soft rock strata, maximum depth: 90m
3. When the building site is adjacent to a building (structure) or underground pipeline and other engineering facilities, other pile type will bring bad effects.
4. Large changeable of pile end bearing layer top elevation, the length of the pile is difficult to accurately determine, the on-site pouring construction site does not have the coagulation soil conditions or pouring concrete is not easy to ensure quality.
5. Discharge of large amounts of mud is limited.
6. Single pile bearing capacity is required and technical and economic indexes and construction conditions are superior to other piles.

          XIANGSHAN JINDU GARDEN   Commercial and residential buildings, both 17 floors, have one-layer basement, the excavation depth is about 5 meters. The total land area is 17833.7m2, the total building area is 5292m2. Pile type: PHC 5 0 0AB (10 0)+PH DC 5 5 0-4 0 0AB (9 5 ), pile length32-39m, characteristic value of load bearing capacity of single pile 1500KN; Pile type: PHC600AB(110)+PHDC650-500AB(100), pile length 32-39m, characteristic value of load bearing capacity of single pile 1800KN.             NINGBO MINGZHOU BIOMASS POWER PLANT   The project is located in maoshan, jiangshan town, yinzhou district, Ningbo.The maximum single column load is 1100KN (EXCEPT MAIN WORKSHOP) is 1100KN, the maximum single column load is 4000-5500KN. Pile type PHC600AB(110)+PHDC650-500(125)AB, pile length is 54m, the bearing layer of pile foundation is 5 layers round gravel with silty clay. Characteristic value of load bearing capacity of single pile is 1600KN. WENZHOU POWER PLANT   The construction scale of the project is 2 x 600MW. The turbine building is 32m high, total load is 20000KN, chimney is 240m high, peak load is 220000KN. Bunker room’s load is 25000KN. The bearing layer of pile foundation is (7) gravel (egg) stone layer, pile length is 56-59m. Pile type is PRHC800(130) +PHC800AB (130) +PHDC800-600(130) AB, characteristic value of load bearing capacity of single pile is 5500KN. Pile type is PRHC 600(130) +PHC600AB (130) +PHDC650-500(125) AB, characteristic value of load bearing capacity of single pile is 4050KN. Service:

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