A construction method for fracture of post-mounted concrete pile head
A construction method and concrete pile head technology, which is applied in sheet pile walls, foundation structure engineering, construction, etc., can solve the problems of workers' occupational health and safety, increase engineering safety risks, dust and noise pollution, etc., and achieve the improvement of engineering quality , Simplify construction difficulty and save working time
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Embodiment 1
[0032] A construction method for post-mounted concrete pile head fracture, such as figure 1 shown, including the following steps,
[0033] A. The upper end of the reinforcement cage 1 is covered with a wrapping layer 11, then the reinforcement cage 1 is placed, and concrete is poured;
[0034] B. Before the concrete is solidified, lower the breaking device 2; the breaking device 2 includes a metal cover 22 and a curved shell 23 arranged from top to bottom. There are also a first jack 25 and a second jack 26 from top to bottom, the upper side of the first jack 25 is provided with a metal cover 22, and the lower side of the second jack 26 is in contact with the bottom of the curved shell 23;
[0035] C. After the concrete solidifies and reaches the initial strength, pressurize the annular water pressure chamber 24 to break the concrete on the layer where the metal cover 22 is located;
[0036] D. Start the first jack 25 after the excavation of the foundation pit, lift the conc...
Embodiment 2
[0042] A construction method for post-mounted concrete pile head fracture, such as figure 2 shown, including the following steps,
[0043] A. The upper end of the reinforcement cage 1 is covered with a wrapping layer 11, then the reinforcement cage 1 is placed, and concrete is poured;
[0044] B. Before the concrete is solidified, lower the breaking device 2; the breaking device 2 includes a metal cover 22 and a curved shell 23 arranged from top to bottom. There are also a first jack 25 and a second jack 26 from top to bottom, the upper side of the first jack 25 is provided with a metal cover 22, and the lower side of the second jack 26 is in contact with the bottom of the curved shell 23;
[0045] C. After the concrete solidifies and reaches the initial strength, pressurize the annular water pressure chamber 24 to break the concrete on the layer where the metal cover 22 is located;
[0046] D. Start the first jack 25 after the excavation of the foundation pit, lift the con...
Embodiment 3
[0053] A construction method for post-mounted concrete pile head fracture, such as image 3 shown, including the following steps,
[0054] A. The upper end of the reinforcement cage 1 is covered with a wrapping layer 11, then the reinforcement cage 1 is placed, and concrete is poured;
[0055] B. Before the concrete is solidified, lower the breaking device 2; the breaking device 2 includes a metal cover 22 and a curved shell 23 arranged from top to bottom. There are also a first jack 25 and a second jack 26 from top to bottom, the upper side of the first jack 25 is provided with a metal cover 22, and the lower side of the second jack 26 is in contact with the bottom of the curved shell 23;
[0056] C. After the concrete solidifies and reaches the initial strength, pressurize the annular water pressure chamber 24 to break the concrete on the layer where the metal cover 22 is located;
[0057] D. Start the first jack 25 after the excavation of the foundation pit, lift the conc...
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