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Bonding structure of wind turbine foundation steel ring and concrete and construction method

ActiveCN105350564AGood toughness and impact resistanceGood stress transferFoundation engineeringImpact resistanceTurbine
The invention provides a bonding structure of a wind turbine foundation steel ring and concrete and a construction method and belongs to the technical field of wind turbine foundation construction. The bonding structure comprises the wind turbine foundation steel ring and concrete foundations. The lower end of the wind turbine foundation steel ring is arranged in the concrete foundations. The spaces between the inner wall of the wind turbine foundation steel ring and the concrete foundations, between the outer wall of the wind turbine foundation steel ring and the concrete foundations and between an end plate and the concrete foundations are filled with modified epoxy layers respectively. The construction method comprises the step of pouring of modified epoxy. According to the bonding structure of the wind turbine foundation steel ring and the concrete and the construction method, the spaces between the inner wall of the wind turbine foundation steel ring and the concrete foundations, between the outer wall of the wind turbine foundation steel ring and the concrete foundations and between the end plate and the concrete foundations are filled with the modified epoxy layers respectively, so that the wind turbine foundation steel ring and the concrete foundations are bonded into a whole through the modified epoxy, and good toughness and impact resistance are achieved. Therefore, the good effect of stress transfer of the wind turbine foundation steel ring is achieved, and safe operation of a wind turbine generator system is ensured.
Owner:HUNAN HAONUO ENG CO LTD

Bonding structure and construction method of fan foundation steel ring and concrete

The invention provides a bonding structure of a wind turbine foundation steel ring and concrete and a construction method and belongs to the technical field of wind turbine foundation construction. The bonding structure comprises the wind turbine foundation steel ring and concrete foundations. The lower end of the wind turbine foundation steel ring is arranged in the concrete foundations. The spaces between the inner wall of the wind turbine foundation steel ring and the concrete foundations, between the outer wall of the wind turbine foundation steel ring and the concrete foundations and between an end plate and the concrete foundations are filled with modified epoxy layers respectively. The construction method comprises the step of pouring of modified epoxy. According to the bonding structure of the wind turbine foundation steel ring and the concrete and the construction method, the spaces between the inner wall of the wind turbine foundation steel ring and the concrete foundations, between the outer wall of the wind turbine foundation steel ring and the concrete foundations and between the end plate and the concrete foundations are filled with the modified epoxy layers respectively, so that the wind turbine foundation steel ring and the concrete foundations are bonded into a whole through the modified epoxy, and good toughness and impact resistance are achieved. Therefore, the good effect of stress transfer of the wind turbine foundation steel ring is achieved, and safe operation of a wind turbine generator system is ensured.
Owner:HUNAN HAONUO ENG CO LTD
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