3results about How to "Strong support ability" patented technology

This utility model relates to a road pile support structure adjacent to multiple high-voltage power towers. It includes a first retaining wall installed on one side of the road adjacent to the multiple high-voltage power towers and located at the road edge line between the tops of the road cutting slopes at both ends. Second retaining walls are respectively installed within the first retaining wall between two adjacent high-voltage power towers and on the side of the road cutting slope near both ends. Crown beams are installed at the top of both the first and second retaining walls. Tie beams are respectively installed between the second retaining wall between two adjacent high-voltage power towers and the first retaining walls located on both sides of the second retaining wall. Tie beams are also installed between the second retaining wall on the side of the road cutting slope near both ends and the first retaining wall. This utility model, by setting up the first and second retaining walls and coordinating with tie beams to form a combined support system, is easy to operate, highly safe, and economical, ensuring the safety of the power towers and surrounding areas.

The present application relates to rock mass supporting technical field, provide a kind of integrated anchor cable for soft disintegrating rock mass and construction method, integrated anchor cable includes anchor cable, grouting pipe, expansion capsule, anchor cable tensioning lock, tray and aligning ball pad, anchor cable includes anchor cable exposed section, anchor cable tensioning section and anchor cable anchoring section in turn;The import of grouting pipe is set at anchor cable exposed section, the outlet of grouting pipe is set at the junction position of anchor cable tensioning section and anchor cable anchoring section;Expansion capsule is wrapped in the local cable section of anchor cable tensioning section, local cable section corresponds to the orifice position of drilling, expansion capsule is connected with grouting pipe, and expansion capsule expands under the grouting pressure of grouting pipe.By waterproof anchoring agent, anchor cable anchoring section is fixed with the hole wall of drilling, and the orifice of drilling is sealed by expansion capsule, avoid the leakage of slurry along the orifice position of drilling, can realize good tensioning effect and grouting effect, can provide good supporting capacity for soft disintegrating rock mass.

The invention discloses a foundation pit supporting passive area soil body reinforcing structure and a construction method thereof. The structure comprises fender posts arranged along the periphery of a foundation pit; the cement soil reinforcement area is located in the passive area soil body behind the fender posts, and the cement soil reinforcement area is formed by meshing a plurality of cement mixing piles; the high-pressure jet grouting pile reinforcing band is arranged between the fender post and the cement soil reinforcing area, and the high-pressure jet grouting pile reinforcing band fills a gap between the fender post and the cement soil reinforcing area, so that the fender post, the high-pressure jet grouting pile reinforcing band and the cement soil reinforcing area are in close contact, and a continuous force transmission system is formed. The gaps between the fender posts and the cement mixing piles are filled with the high-pressure jet grouting piles, force transmission is smooth, the passive area soil reinforcement effect is greatly improved, fender post deformation is effectively controlled, and the safety and stability of a foundation pit are guaranteed.