A method of cutting concrete prefabricated pipe pile head and retaining steel bars
A prefabricated pipe pile and concrete technology, which is applied in the direction of manufacturing tools, stone processing tools, stone processing equipment, etc., to avoid damage to steel bars, facilitate construction, and save labor costs and time costs.
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Embodiment 1
[0023] see Figure 1-2 As shown, in this embodiment, the present invention provides a method for cutting and retaining steel bars at the head of a concrete prefabricated pipe pile. The prefabricated pipe pile 2 includes a steel skeleton 1, an outer concrete 21 and an inner concrete 22, and the steel skeleton 1 is poured on the outer layer. Between the concrete 21 and the inner layer concrete 22; the construction equipment adopted includes a cutting machine 5, a saw blade 4 and a small saw blade 3; the saw blade 4 is located above the prefabricated pipe pile 2; the method for retaining the steel bar at the pile head includes the following steps:
[0024] S1, installing the saw blade machine 4 on the top of the prefabricated pipe pile 2;
[0025] S2, cutting the prefabricated pipe pile 2 in circles with the cutting machine 5, without damaging the steel bar skeleton 1 during the cutting process;
[0026] S3, install the small saw blade 3 on the saw blade machine 4, and cut the i...
Embodiment 2
[0030] This embodiment is similar to Embodiment 1, and further, the reinforced skeleton 1 described in this embodiment can be welded with the upper cap or the lightning protection system; the diameter of the small saw blade 3 in step S3 is smaller than the inner layer concrete 22 of the prefabricated pipe pile 2 The diameter of the prefabricated pipe pile 2 outer layer concrete 21 is removed by the ring cutting performed by the cutting machine 5 in step S2; the positions of cutting the outer layer concrete 21 and the inner layer concrete 22 in steps S2~S3 are corresponding.
Embodiment 3
[0032] This embodiment is similar to embodiment 1, and further, the working order of step S2 and step S3 described in this embodiment can be exchanged; Its pile head method for retaining reinforcement comprises the following steps:
[0033] S1, installing the saw blade machine 4 on the top of the prefabricated pipe pile 2;
[0034] S2. Install the small saw blade 3 on the saw blade machine 4, and cut the inner layer concrete 22 of the prefabricated pipe pile 2 in a circle through the small saw blade 3 without damaging the steel bar skeleton 1;
[0035] S3, cutting the prefabricated pipe pile 2 in circles with the cutting machine 5, without damaging the steel bar skeleton 1 during the cutting process;
[0036] S4. Pull out or knock out the cut outer layer concrete 21 and inner layer concrete 22 without damaging the steel skeleton 1 in the prefabricated pipe pile 2;
[0037] S5. Residual concrete on the prefabricated pipe pile 2 is removed.
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