A double-layer casing device and construction method for restricting the expansion of the head of cast-in-place pile
A technology for cast-in-place piles and protection devices, which is applied to sheet pile walls, infrastructure engineering, construction, etc., can solve the problems of inability to perform, crack control and crack prevention, and cannot be well adapted to special terrain, so as to save costs and ensure bearing capacity. force effect
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Embodiment 1
[0050] see Figure 1-9 , a double-layer casing device that limits the expansion of the head of the cast-in-situ pile, it includes an outer casing 1 and an inner casing 2, the outer casing 1 is made of a plurality of outer arc-shaped steel plates, and the adjacent outer arc-shaped The steel plates are connected by a stretching device 21, and are integrally connected to form a ring structure; the outer casing 1 and the inner casing 2 are connected by a telescopic device 31, and the inner casing 2 is located in the middle of the outer casing 1 ; An air-space layer 3 is formed between the outer casing 1 and the inner casing 2 . The device can be placed at any position of the pile body, and the device can be installed at any position of the pile body to limit its expansion, so the position of the device is more flexible.
[0051] Further, the inner casing 2 is made of a plurality of inner arc-shaped steel plates, and adjacent inner arc-shaped steel plates are connected by a stretc...
Embodiment 2
[0058] The construction method of the double-layer casing device for limiting the expansion of the head of the cast-in-situ pile includes the following steps:
[0059] S1: Fix the position of the inner casing 2 through the telescopic device 31, and then add ceramsite to the space layer 3; then lay a piece of carbon fiber cloth along the inner casing 2, and the total length of the carbon fiber cloth is higher than the top edge of the device , the carbon fiber cloth is provided with a circle of uniform folds around the bottom of the inner casing 2;
[0060] S2: Drilling, drilling to the design depth, raising the drilling, extending into the conduit, and spraying grout around the pile hole;
[0061] S3: Place the double-layer casing device at the bottom of the pile hole, lower the reinforcement cage, and lower the sleeve between the reinforcement cages;
[0062] S4: Concrete pouring at the pile end, which is divided into two circles, the inner and outer circles. The outer circle...
Embodiment 3
[0065] Such as Figure 4 As shown, for different foundations and different substances added in the space layer, high-strength ceramsite is added to the space layer, which is suitable for places where large deformation of the soil is not allowed; low-strength ceramsite is added to the space layer, which is suitable It is suitable for places where large deformation of the soil is allowed; coral sand is added to the space layer, which is suitable for coral sand foundations.
[0066] A construction method of a double-layer casing device for limiting the expansion of the head of a cast-in-place pile is characterized by comprising the following steps:
[0067] S1: Fix the position of the inner casing 2 through the telescopic device 31, and then add ceramsite to the space layer 3 according to the allowable deformation of the soil; then lay a piece of carbon fiber cloth along the inner casing 2, and the carbon fiber cloth The length is higher than the top edge of the device, and the ...
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