A construction method of double ball nested grid
A construction method and ball net technology, which are applied in the processing of building materials, construction, building structure, etc., can solve the problems of difficult to guarantee installation accuracy and complicated construction of double-ball nested net frame, so as to ensure reliability and save manpower. The effect of physical strength and high installation accuracy
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Embodiment 1
[0028] Embodiment 1, a double-ball nested grid construction method, including making the inner ball mesh and the outer ball mesh in the factory, and transporting the inner ball mesh and the outer ball mesh to the construction site and assembling the tire frame into an installation sheet piece, transform the coordinate position of each spherical grid node on the outer circumference of the single piece on the assembly site, set up an assembled tire frame corresponding to the coordinate position of the spherical grid node on the assembly site, and use the land sample method to place the inner ball The mesh and the outer ball mesh are assembled into the installation single piece. Then each installation piece is assembled piece by piece by a temporary support frame to form a mutual nested inner tennis ball and an outer tennis ball. The installation piece is divided into an outer tennis ring single piece and an inner tennis ring single piece. Spherical lattice columns, inner spheric...
Embodiment 2
[0042] Embodiment 2, a double-ball nested grid construction method, rest platforms are set in the height direction of each lattice column, and the rest platforms are set every 5 meters to provide rest places for construction workers. A ladder is set inside each lattice column as a vertical passage, and a hoisting operation platform is set on the top of each lattice column.
[0043] Other methods of this embodiment are the same as in Embodiment 1.
Embodiment 3
[0044] Embodiment 3, a double-ball nested grid construction method, the construction of filling vacancies in steps S3, S4, and S5 described in Example 1 is carried out through the wooden springboard platform erected, and the construction of filling vacancies in steps S5 and S8 is carried out by The high-altitude hanging cage is carried out with the grid net climbing ladder.
[0045] The other methods of this embodiment are the same as in Embodiment 1 or 2.
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