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Multivariable control type vibration isolation piles
The invention discloses multivariable control type vibration isolation piles arranged in a vibration isolation area. The vibration isolation piles are arranged on the same straight line at equal intervals and fall into at least two parallel rows. The vibration isolation piles in every two adjacent rows are arranged in a staggered mode. The vibration isolation piles in the alternate rows are aligned. Hollow corrugated pipes are evenly arranged in the vibration isolation piles. The hollow corrugated pipes in the same row are arranged on the same straight line at equal intervals. The hollow corrugated pipes fall into at least two parallel rows. The hollow corrugated pipes in every two adjacent rows are arranged in a staggered mode, and the hollow corrugated pipes in the alternate rows are aligned. The number difference between the hollow corrugated pipes in every two adjacent rows is one. The length of the vibration isolation piles corresponds to the wavelength of vibration waves needing to be isolated. Concrete is poured into the space, except the inner space of the hollow corrugated pipes, of the vibration isolation piles. The arrangement mode of the hollow corrugated pipes is the same as that of the vibration isolation piles.
Multivariable control type vibration isolation piles
The invention discloses multivariable control type vibration isolation piles arranged in a vibration isolation area. The vibration isolation piles are arranged on the same straight line at equal intervals and fall into at least two parallel rows. The vibration isolation piles in every two adjacent rows are arranged in a staggered mode. The vibration isolation piles in the alternate rows are aligned. Hollow corrugated pipes are evenly arranged in the vibration isolation piles. The hollow corrugated pipes in the same row are arranged on the same straight line at equal intervals. The hollow corrugated pipes fall into at least two parallel rows. The hollow corrugated pipes in every two adjacent rows are arranged in a staggered mode, and the hollow corrugated pipes in the alternate rows are aligned. The number difference between the hollow corrugated pipes in every two adjacent rows is one. The length of the vibration isolation piles corresponds to the wavelength of vibration waves needing to be isolated. Concrete is poured into the space, except the inner space of the hollow corrugated pipes, of the vibration isolation piles. The arrangement mode of the hollow corrugated pipes is the same as that of the vibration isolation piles.
Multivariable control type vibration isolation piles
PAN XIAODONG (author) / LI XUHUI (author) / XU CHANGJIE (author)
2015-07-22
Patent
Electronic Resource
English
IPC:
E02D
FOUNDATIONS
,
Gründungen
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