Static pressure sunken tube pedestal concrete pile construction method
A technology of concrete piles and construction methods, applied in sheet pile walls, foundation structure engineering, construction and other directions, can solve the problems of poor bearing capacity of concrete piles, high noise, large vibration, etc., achieve scientific and reasonable construction methods, reduce construction noise and Vibration force, convenient construction effect
- Summary
- Abstract
- Description
- Claims
- Application Information
AI Technical Summary
Problems solved by technology
Method used
Image
Examples
Embodiment 1
[0037] A. Prefabricated pile: According to the design requirements, a cylindrical reinforced concrete pile with a length of 5000mm, a diameter of 500mm, a force-bearing vertical hole diameter of 160mm, and three force-bearing horizontal holes of 500×150mm was prefabricated.
[0038] B. Install the static pile driver: After the static pile driver is in place at the set position, first anchor the anchor rod of the anchor mechanism into the soil layer to open the anchor thorn, and position and fix the static pile driver;
[0039] C. Pile pressing: Operate the static pile pressing machine to lift the prefabricated reinforced concrete piles with force-holding holes, and the prefabricated concrete piles are directly pressed to the design elevation of 5.0m by the hydraulic clamping and swinging lifting mechanism of the pile pressing machine. Deep, the static pressure displayed by the intelligent detection display of the pile driver stops when it reaches 5600KN;
[0040] D. Grouting i...
Embodiment 2
[0043] Referring to accompanying drawing 1-8, the construction method of this static pressure sinking tube expanding the bottom concrete pile, comprises following operation:
[0044] A. Prefabricated piles: According to the design requirements, prefabricated (see Figure 9 and Figure 10) with a length of 9000mm, a diameter of 500mm, a force-bearing longitudinal hole diameter of 160mm, and 7 force-bearing horizontal holes of 260×160mm with force-holding holes Cylindrical reinforced concrete pile body 1;
[0045] B. Install the static pile driver: After the static pile driver 2 is in place at the set position, first anchor the anchor rod of the anchor mechanism into the soil layer to open the anchor thorn, and position and fix the static pile driver;
[0046] A', Lower Casing: Operate the hydraulic pressure holding and swinging lifting mechanism of the static pile driver 2, and press the casing together with the static hydraulic hammer 4 in the casing 3 into the ground 9m synchro...
PUM
Login to View More Abstract
Description
Claims
Application Information
Login to View More 