초록 ▼

A method of using liner-like cores or core assemblies for creating in-ground concrete spas or swim pools. For larger projects, that is for enlarged scale spas or swim pools, the inventive liner-like core comprises an assembly of sections. The cores or core assemblies are re-usable at least for sever

A method of using liner-like cores or core assemblies for creating in-ground concrete spas or swim pools. For larger projects, that is for enlarged scale spas or swim pools, the inventive liner-like core comprises an assembly of sections. The cores or core assemblies are re-usable at least for several projects if reasonably maintained and cleaned. The core assembly comprises two long walls and two short wall defining the perimeter around a split level bottom with a shallow end, a deep end, and an intermediate transition slope. The liner-like core is constructed from a suitable rigid material like fiberglass for stiffening purposes and is an assembly of sections and also comprises: leveling blocks, transverse support beams, and hangers that attach to the walls of the core assembly and stiffens the long walls against being warped inward during the concrete pour.

대표청구항 ▼

1. A method of producing in-ground spas or pools from concrete pours around liner-like cores, the liner-like cores being located in a cavity and defining sidewalls and floors, wherein the method comprising the steps of: excavating a cavity below the spa's or pool's ground plane;supplying a thin-wall

1. A method of producing in-ground spas or pools from concrete pours around liner-like cores, the liner-like cores being located in a cavity and defining sidewalls and floors, wherein the method comprising the steps of: excavating a cavity below the spa's or pool's ground plane;supplying a thin-walled, leak-resistant core whose outer contour substantially defines the form of the cavity;suspending the core using a suspension system around the excavated cavity such that there is a surrounding air-gap of clearance between said core and said cavity;introducing ballast into the core gradually;pouring wet concrete gradually with said air-gap the initiation of the pouring follows the introducing of the ballast;continuing to introduce ballast and pouring such that the amount of ballast remains greater than the amount of wet concrete, so that the ballast combats the core from dislodging from position and floating up during the pouring of wet concrete;allowing the wet concrete to harden;removing the ballast;applying a dislodging force between the hardened concrete and the core; andremoving the core. 2. The method of claim 1 further comprising the step of: re-using the core to produce another in-ground spa or pool. 3. The method of claim 2 wherein: the step of supplying said core further comprises supplying core sections to assemble together in an assembly comprising said core overall, said core sections meeting at mating flanges to form flanged seams which are temporarily joined in a leak-resistant state; andthe step of removing the core further comprises disassembling the core overall into the separate core sections once again for separate transportation to the job site for the other spa or pool. 4. The method of claim 3 further comprising: configuring said core overall with sidewall extensions that tower above the spa's or pool's ground plane by at least two feed (˜sixty cm) so that the core overall can be filled with ballast to levels higher than the ground plane for the wet concrete pour. 5. The method of claim 3 wherein: said flanged seams are temporarily bolted together for the pour of wet concrete, after the hardening of which, are un-bolted so the core overall can be disassembled once again into the separate core sections. 6. The method of claim 1 wherein: the dislodging force applied between the hardened concrete and the core comprises pressurized air. 7. The method of claim 6 wherein: the step of supplying a core further comprises providing the core with a series of air-purge nozzles whereby pressurized air can be utilized for causing hardened concrete to release the core after allowing the wet concrete to harden. 8. The method of claim 1 wherein: the core is manufactured of material resistant to degradation by curing concrete and is re-usable for dozens of more of projects if reasonably maintained and cleaned after each use. 9. The method of claim 8 wherein: the core's material comprises fiberglass.