1. Fast Construction Speed
The structure of a crawler foundation pile driver relies on a bucket-shaped drill bit, which has a valve at its bottom that can rotate and break rocks and soil, and then directly lift them into the drill bucket to be raised to the surface. Therefore, it is not necessary to break rocks and soil. The soil exits through external soil return holes, and the average penetration rate can reach about 50 centimeters per minute.
2. High Construction Precision. During construction, the pile depth, verticality, and soil capacity in the drill rod can be controlled by computer.
3. Low Noise. The structural noise of the rotary drilling rig mainly comes from the sound of the engine of the machine body, with other components having no friction noise. Suitable for urban or residential areas.
4. It can move by itself and easily maneuver the machine.
As long as the load-bearing capacity of the site can meet the self-weight requirements of the machine, it can move on tracks by itself without the need for other machinery.
5. High Degree of Mechanization. During construction, there is no need for manual disassembly and assembly of drill rods or for mud treatment, reducing labor intensity for workers and saving human resources.
6. No Need for External Power Supply.
Currently, there are various options for oil and electric dual-use crawler foundation pile drivers on the market.
7. Applicable to a Wide Range of Strata. With appropriate technical control during construction, due to the diversity of drill bit configurations, it can be applied to multiple strata and can complete the construction of a single pile without the need for other machines to cooperate in forming the hole.
8. Easy to Manage. Due to the characteristics of the crawler foundation pile driver, compared with the same period last year, the machinery and personnel required for pile driving construction are significantly reduced, and the energy requirements are not high. From a management perspective, it is easy to manage and saves management costs.
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