Ground earth anchor system for cable iron tower

Method of making ground earth anchor system for cable iron tower:

Tower foundation anchorage is a technology that must be adopted by all kinds of towers. The traditional cable tower anchorage technology is: Digging a big pit, generally to dig the diameter of 2 to 3 meters of big pit, depth of 3-4 meters, embedded concrete ship, concrete ship size is very large, generally 1 to 2 meters long and wide and 0.2 meters thick, reinforced concrete to be made in advance and inserted into the nose of iron parts and concrete made into one. The concrete ship is buried in the ground and connected with the cable rod at a specific Angle. Then the excavated earth is backfilled and rammed. The cable rod can be connected with the cable of the tower only after the land is fully tamped. This anchoring technology has a large labor intensity, a large amount of soil excavation, a large area of surrounding land occupation, and a long construction period. In addition, the construction operation is affected by the weather, rainy days can not be constructed. During the installation of the tower foundation, the concrete needs to be poured on site, and the concrete needs to set time, so the construction period is long and the project cost is large. The total cost of the general foundation construction accounts for 20% of the total cost. Technical implementation elements: Aiming at the technical problems of long construction period and low construction efficiency existing in the traditional ground earth anchor system, the utility model proposes a ground anchor fixing system for cable tower with reasonable design, simple structure, short construction period and high construction efficiency. In order to achieve the above purpose, the utility model adopts the technical scheme, the utility model provides a ground earth anchor fixing system with a drawing wire tower, including the ground anchor body, the ground anchor body comprises an anchor head arranged in the shape of an arrow and an anchor body arranged in the tail of the anchor head, both sides of the anchor body is provided with an anchor wing, the anchor wing is arranged vertically with the anchor head, the top of the anchor body is provided with an anchor nose, The anchor nose is provided with a tower rod, one end of the tower rod and the anchor nose shaft is arranged, the end of the anchor body away from the anchor head is provided with an anchor tail, the anchor tail is arranged at the bottom of the anchor body, the anchor body is provided with a pressure hole.