Vertical spiral-type buried pipe construction method for GRHP (ground source heat pump)
A construction method and technology of ground source heat pumps, applied in infrastructure engineering, pipeline laying and maintenance, pipes/pipe joints/fittings, etc. The shallow depth of pipe burial and other problems can be solved, so as to achieve the effects of small footprint, reduced construction cost and saving land resources
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Embodiment 1
[0032] The construction method of the vertical spiral buried pipe of the ground source heat pump provided in this embodiment includes the following steps:
[0033] (1) Repairing structural piles: Check whether the structural piles of the building itself meet the requirements: the allowable deviation of the diameter of the structural piles is +10mm, and the allowable deviation of the verticality of the structural piles is less than 3‰ of the length of the hole piles. Repair the hole piles that do not meet the requirements. Meet the requirements. Specifically, in this project, the depth or diameter of 45 structural piles did not meet the requirements for buried pipes, so they were discarded; the other 125 structural piles can be used as heat exchange piles, so the 125 structural piles are also used as heat exchange piles. Used to bury PE coils. Of the 125 structural piles and heat exchange piles, the verticality of 13 structural piles and heat exchange piles did not meet the re...
Embodiment 2
[0044] The construction method of the vertical spiral buried pipe of the ground source heat pump provided in this embodiment includes the following steps:
[0045] (1) Excavate heat exchange piles: Excavate heat exchange piles according to design specifications, and the diameter of heat exchange piles is 2 meters. The heat exchange pile excavation technology is very mature and will not be repeated here.
[0046] (2) Make steel bar support: bury Φ12 steel bars 2 around the retaining wall of the hole pile as the steel bar support. The spacing of the clamps 4 is not greater than 2000mm. In the process of embedding Φ12 steel bar 2, if the heat exchange pile is deep and a Φ12 steel bar 2 cannot extend from the bottom of the pile to the pile mouth, it should be connected by lap joint, and the lap length should not be less than 15 times the diameter of Φ12 steel bar 2 times, in the same section, the overlapping area of Φ12 steel bars should not exceed 50%, refer to image 3 .
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