Rear-mounted concrete pile head fracturing method capable of achieving convenient lowering
A concrete pile head and rear-mounted technology, which is applied in the direction of sheet pile walls, buildings, and infrastructure projects, can solve problems such as time-consuming and labor-consuming, dust and noise pollution, and restrict project progress, and achieve efficient recovery of fractured devices. Decentralized installation and the effect of improving project quality
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Embodiment 1
[0031] A post-mounted concrete pile head fracture method that is convenient for lowering, such as figure 1 shown, including the following steps,
[0032] A. The upper end of the reinforcement cage 1 is covered with a wrapping layer 11, and the wrapping layer 11 is an isolation medium such as pearl cotton or polyurethane. Install the reinforcement cage 1 on the drilled pile position to be constructed, and pour concrete;
[0033] B. After the concrete pouring is completed and before the concrete is solidified (this time period is generally 4-6 hours), the breaking device 2 is lowered;
[0034] The breaking device 2 includes a metal cover 22 and a curved casing 23 arranged from top to bottom, and an interlayer 231 is arranged on the outside of the curved casing 23, and the interlayer 231 is pearl cotton or polyurethane. Concrete or cast metal materials are poured into the cavity of the curved shell 23 . The lower side of the metal cover 22 is provided with a first jack 25 and ...
Embodiment 2
[0040] A post-mounted concrete pile head fracture method that is convenient for lowering, such as figure 2 shown, including the following steps,
[0041] A. The upper end of the reinforcement cage 1 is covered with a wrapping layer 11, and the wrapping layer 11 is pearl cotton or polyurethane. Place the reinforcement cage 1 again, and pour concrete;
[0042] B. After the concrete solidifies and reaches the initial strength (generally above 10 MPa), lower the breaking device 2;
[0043] The breaking device 2 includes a metal cover 22 and a curved casing 23 arranged from top to bottom, and an interlayer 231 is arranged on the outside of the curved casing 23, and the interlayer 231 is pearl cotton or polyurethane. Concrete or cast metal materials are poured into the cavity of the curved shell 23 . The lower side of the metal cover 22 is provided with a first jack 25 and a second jack 26 from top to bottom, and the first jack 25 and the second jack 26 are respectively connecte...
Embodiment 3
[0050] A post-mounted concrete pile head fracture method that is convenient for lowering, such as image 3 shown, including the following steps,
[0051] A. The upper end of the reinforcement cage 1 is covered with a wrapping layer 11, and the wrapping layer 11 is an insulating medium such as pearl cotton or polyurethane. Place the reinforcement cage 1 again, and pour concrete;
[0052] B. After the concrete solidifies and reaches the initial strength (generally above 10 MPa), lower the breaking device 2;
[0053] The breaking device 2 includes a metal cover 22 and a curved casing 23 arranged from top to bottom, and an interlayer 231 is arranged on the outside of the curved casing 23, and the interlayer 231 is an insulating medium such as pearl cotton or polyurethane. Concrete or cast metal materials are poured into the cavity of the curved shell 23 . The lower side of the metal cover 22 is provided with a first jack 25 and a second jack 26 from top to bottom, and the first...
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