Waterproof construction positioning device and construction method for garbage pool in high-backfill narrow area
A positioning device and technology in the area, which is applied in the field of positioning devices for waterproof construction of garbage pools in narrow areas with high backfill, can solve the problems of affecting the waterproof effect, time-consuming and laborious, and many construction joints, so as to improve the fixation, reduce the burden, and improve the construction quality effect
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Embodiment 1
[0045] Example 1: see Figure 1-Figure 2, a waterproof construction positioning device for garbage pools in a narrow area of high backfill, including a pillar 1 and a benchmark 4, a handle 2 is arranged in the middle of the pillar 1, a first sleeve 3 is sleeved on the handle 2, and two parts of the first sleeve 3 are provided. Benchmarks 4 are arranged symmetrically on the sides, and scales 5 are arranged on the benchmarking rods 4 . A bracket 7 is slidably connected to the benchmarking bar 4 , and an arc-shaped plate 8 is arranged on the inner side of the bracket 7 .
[0046] There are two first sleeves 3 , which are symmetrically distributed above and below the handle 2 , and each of the first sleeves 3 is respectively fixed to the support column 1 by bolts.
[0047] A second displacement sleeve 6 is slidably connected to the benchmark rod 4, and the second displacement sleeve 6 is fixedly connected to the benchmark rod 4 through bolts; the top of the second displacement s...
Embodiment 2
[0053] Embodiment 2: The above-mentioned construction method of a waterproof construction positioning device for a garbage pond in a narrow area with high backfilling includes the following steps:
[0054] S1: Construction of enclosure piles and crown beams:
[0055] , measure the line, determine the number and position of the pipe piles, and use the hammering method for piling construction; two theodolites are used for vertical observation in two directions perpendicular to each other during the pile driving process to ensure the verticality of the piles, or Use a level to measure the verticality;
[0056] . The earthwork is excavated to the bottom of the crown beam to cut the leaking ground pipe piles, and the piles are cut with a pile cutter for construction;
[0057] . Clean up the residues in the pipe piles, then place the reinforcement cage, and set up a steel plate tray at the bottom of the reinforcement cage; the inner edge of the crown beam is flush with the sp...
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