Forming construction method and auxiliary reinforcement device of long helical bored grouting pile
A technology of long auger drilling and reinforcement devices, which is applied in sheet pile walls, foundation structure engineering, construction, etc., and can solve problems such as reduced pile bearing capacity and impact on engineering construction
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Embodiment 1
[0066] An auxiliary reinforcement device for long auger bored grouting piles, such as figure 1 with image 3 As shown, it includes: a steel cage skeleton 1, and the steel cage skeleton 1 includes: a positioning steel ring 11 adapted to the pile hole, a support rib 12 fixedly assembled on the positioning steel ring 11, and being arranged at the bottom of the support rib 12 1. Pocket bottom steel bars 13 for transmitting the vibration force of the vibrating device; bearing on the positioning steel ring 11 and / or the supporting ribs 12, and being used to expand outward to the supporting ribs 12 and anchored on the wall of the pile hole; And, guided by the guide member 5 of the vibrating device, it is used to resist the pushing assembly 3 that the reinforcement assembly 2 expands outward during the descent process so that the reinforcement assembly 2 is anchored on the wall of the pile hole.
[0067] Specifically, such as figure 1 As shown, the positioning steel ring 11 and the ...
Embodiment 2
[0077] A construction method for forming long auger bored grouting piles, comprising:
[0078] Step 1: If Figure 4 As shown, the auxiliary reinforcement device described in Embodiment 1 is made according to the predetermined pile foundation size. The pile foundation size includes pile height and pile diameter. Usually, the diameter of the steel cage skeleton 1 is adapted to the pile diameter, and the length is adapted to the pile height;
[0079] Step 2: If Figure 5 As shown in the figure, use a long auger to drill holes according to the predetermined size of the pile foundation at the predetermined position;
[0080] Step 3: If Image 6 As shown, the drill bit of the long auger drilling rig is lifted upwards while pumping concrete into the formed pile hole, wherein the slump of the concrete is 180-220mm, and the strength grade is C20-C50;
[0081] Step 4: If Figure 7 As shown, after the concrete pouring in the pile hole is completed and before the initial setting of th...
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