Anchor rod and pile plate retaining wall combined device and construction method
A combined device and anchor pile technology, applied in sheet pile walls, excavation, artificial islands, etc., can solve the problems of unfavorable slope stability and high construction cost, achieve maintenance safety and stability, easy access to equipment, and accelerated thermosetting. The effect of knots and drainage
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Embodiment 1
[0037] Embodiment 1: as figure 1 As shown, an anchor pile-slab retaining wall combination device includes a pile-slab retaining wall 1 and an anchor structure 3 anchored in the anchor borehole 2 in the rock and soil layer, and the rod body of the anchor structure 3 is threaded. The steel bar has a diameter of 18 mm to 32 mm, and the diameter of the bolt hole 2 is 100 mm to 150 mm. The heat exchange tube 4 is arranged in the pile plate retaining wall 1 and the anchor hole 2, and the heat exchange pipe 4 arranged in the pile plate retaining wall 1 The heat pipe 4 is connected with the reinforcement cage in the pile-slab retaining wall 1,
[0038] Such as Figure 5 As shown, the reinforcement cage in the pile-slab retaining wall 1 includes main bars 6 and stirrups 7, the diameter of the main bars 6 is not less than 10mm-12mm, and the diameter of the stirrups 7 is not less than 6mm-8mm.
[0039] The height of the pile slab retaining wall 1 is not greater than 25~30m, the pile sp...
Embodiment 2
[0053] Embodiment 2: different from Embodiment 1, such as figure 2 and Figure 6~10 Among them, an anchor-pile-slab retaining wall combination device for accelerating drainage thermal consolidation, including a pile-slab retaining wall 1 and an anchor structure 3 anchored in the anchor borehole 2 in the rock and soil layer, the anchor structure 3 The rod body of the rod adopts threaded steel bar with a diameter of 18mm~32mm, and the diameter of the anchor hole 2 is 100mm~150mm. The pile plate retaining wall 1 and the anchor hole 2 are provided with a drainage pipe 5, and the ends of the drainage pipe 5 are provided with There are some permeable holes 501. The drainage pipe 5 arranged in the pile-slab retaining wall 1 is connected with the reinforcement cage in the pile-slab retaining wall 1 .
[0054] The part of the drainage pipe 5 provided with the permeable hole 501 is provided with a filter net. The clogging of the water permeable hole 501 can be prevented by providing...
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