Drilling bit for borehole pump pouring large flowing concrete and guniting enlarging footing piling
A large flow, drilling pump technology, applied in the direction of drill bits, sheet pile walls, drilling equipment, etc., can solve the problems of unreasonable force structure and low strength
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specific Embodiment approach 1
[0005] Specific implementation mode one: the following combination figure 1 and figure 2 This embodiment will be specifically described. This embodiment consists of a cylindrical drill pipe 1, a blade 2 fixed on the outer surface of the drill pipe 1, a shot channel 3 arranged in the drill pipe 1, a left valve plate 5-1, a right valve plate 5-2, a left half The drill point 7-1 and the right half drill point 7-2 are formed, the left valve plate 5-1 is hinged on the bottom end of the drill rod 1 and the left half of the bottom end of the drill rod 1 is closed, and the right valve plate 5-2 is hinged on the drill rod 1. On the bottom of the rod 1 and the right half of the bottom of the drill rod 1 is closed, the left half of the drill point 7-1 is fixed on the lower surface of the left valve plate 5-1, and the right half of the drill point 7-2 is fixed on the right valve plate 5 On the lower surface of -2, the side is that the left half of the drill point 7-1 and the right half...
specific Embodiment approach 2
[0006] Specific implementation mode two: the following combination image 3 This embodiment will be specifically described. The difference between this embodiment and Embodiment 1 is: the check valve 3-3 is composed of a spring 3-3-1 and a slider 3-3-2, and the slider 3-3-2 is arranged in the down passage 3-2 , the side surface of the slider 3-3-2 is blocked on one end of the nozzle 3-1, and a spring 3-3-1 is arranged under the slider 3-3-2. During the work of the present embodiment, the descending cement grout makes the slide block 3-3-2 descend, the spring 3-3-1 is compressed, and the cement grout is ejected from the nozzle 3-1. Work ends, because there is no pressure of cement grout, spring 3-3-1 is elongated, and slide block 3-3-2 is blocked an end of nozzle 3-1, and grout can not retrograde. Other composition and connection modes are the same as those in Embodiment 1.
specific Embodiment approach 3
[0007] Specific implementation mode three: the following combination image 3 This embodiment will be specifically described. The difference between this embodiment and the first embodiment is that: the down channel 3 - 2 is opened in the pipe wall of the drill pipe 1 . With such arrangement, the structure is relatively simple and the cost is low.
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