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Wind driven generator base anchor pile construction technology taking rock as bearing stratum

A technology of wind power generators and construction techniques, applied in infrastructure engineering, sheet pile walls, buildings, etc., can solve the safety hazards caused by the construction equipment and tools of surrounding farmhouses, the long approval time for blasting operations, and the complexity of purchasing civil blasting materials and other problems, to achieve the effect of less excavated earth and rock, small footprint, and strong cementing force

Inactive Publication Date: 2011-04-27
高玉书
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

The problems of this construction method are: 1. The amount of excavated earth and stone is large and most of them require blasting operations. The approval time for blasting operation procedures is long, and the purchase of civil blasting materials is complicated. Potential safety hazards are brought about by machine personnel; 2. Large amount of steel bars and large amount of concrete pouring are likely to cause water and soil erosion in small watersheds and damage the environment; 3. In order to obtain better wind energy, most wind farms are located in mountainous hills with thin loose covering layers , the geological conditions are mostly exposed rocks, and this construction method is difficult to construct, low in efficiency, poor in safety, and high in cost

Method used

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  • Wind driven generator base anchor pile construction technology taking rock as bearing stratum
  • Wind driven generator base anchor pile construction technology taking rock as bearing stratum
  • Wind driven generator base anchor pile construction technology taking rock as bearing stratum

Examples

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Embodiment Construction

[0019] As shown in the figure, the construction process of the wind turbine foundation anchor pile with rock as the bearing layer includes the following steps: 1. Clean up the skin covering and loose and broken rock within the design diameter, excavate the earth and rock, and strip the weathered rock. Manually or mechanically remove to the depth of the designed foundation pit 8, pour a 250-350 mm concrete cushion 9 in the foundation pit 8, arrange the hole positions of the foundation anchor piles and stabilize the down-the-hole drilling rig 15 after the strength of the concrete cushion 9 reaches the standard, and install Install air compressor 13 and impactor 16, connect air compressor 13 and impactor 16 with high-pressure gas pipe 14; According to the lithology of the rock, the feeding pressure of the down-the-hole drilling rig 15 is controlled and adjusted to 0.8-1.5 tons, and the air volume and air pressure of the air compressor 13 are adjusted at the same time. The air volu...

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Abstract

A wind driven generator base anchor pile construction technology taking rock as a bearing stratum comprises the following steps: (1) excavating rock and soil volume in designed diameter, pouring concrete subslab after removing to the designed depth of excavation, and arranging anchor pile hole sites, (2) starting up an air compressor and downhole drill to drive an impacter to rotate and vibrate for punching, forming an anchor pile hole, (3) lifting a prefabricated reinforcing cage into the anchor pile hole, pouring concrete, and forming at least two circles of vertical pile and one circle of batter pile after the concrete strength reaches the standard, (4) putting a reinforcement mat rack into a base pit, fixedly connecting the reinforcing cage and the reinforcement mat rack and then pouring concrete, and (5) arranging a base embedded part above the concrete foundation and poring concrete. The invention has the advantages of less excavated rock and soil volume, no need of blasting operation, few amount of reinforcing steel bar and pouring concrete, no pollution to environment and soil, high construction efficiency and safety, small occupied area, low construction cost, high foundation strength, and strong pulling-out resistant and shearing resistant capacity.

Description

technical field [0001] The invention particularly relates to a construction technology of the foundation anchor pile of the wind power generator with rock as the bearing layer. Background technique [0002] As the fossil energy is increasingly tense and depleted, the development and utilization of new energy has attracted more and more attention. Wind power is currently the most mature technology and the most widely used in the development of new energy. The traditional wind turbine foundation mostly adopts concrete stepped on-site pouring, which is based on its weight and plane size to adapt to the overall anti-overturning under wind conditions and meet the needs of stability. The problems of this construction method are: 1. The amount of excavated earth and stone is large and most of them require blasting operations. The approval time for blasting operation procedures is long, and the purchase of civil blasting materials is complicated. Potential safety hazards are brough...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E02D5/36E02D27/44
Inventor 高玉书
Owner 高玉书
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