2results about How to "Constrained Lateral Deformation" patented technology

The invention relates to the field of buildings, in particular to a reinforced concrete member manufacturing method and a post-cracking bending rigidity calculation method.The reinforced concrete member manufacturing method comprises the following steps that S1, a steel reinforcement framework is fixed to the set position of a concrete pouring mold, and a reinforced area of a concrete body is determined; s2, determining structural parameters of the reinforcing grooves and the reinforcing ribs; s3, the foam board is cut to enable the shape of the foam board to correspond to the shape of the reinforcing groove, and the foam board is fixed to the position, corresponding to the reinforcing area, in the concrete pouring mold; s4, concrete is poured into the concrete pouring mold, a concrete main body is formed after the concrete is cured and solidified, and after the concrete main body is demolded, the internal foam plate is emptied to form a reinforcing groove; and S5, reinforcing ribs are inserted into the reinforcing grooves, the reinforcing grooves are filled with UHPC, and machining of the concrete member is completed after maintenance. The bearing capacity and durability of the reinforcing system are improved, meanwhile, the glass fiber reinforced resin composite material in the retired wind power blade is applied to the reinforcing system, and the reinforcing cost is reduced.

The application belongs to the technical field of retaining walls, and particularly relates to a combined counterweight retaining wall and a construction method thereof, which comprises a retaining wall, the side surface of the retaining wall is fixedly connected with a clamping assembly mechanism, the front surface of the retaining wall is fixedly connected with an arc-shaped plate, and the inner side wall of the arc-shaped plate is fixedly connected with an anti-extrusion mechanism; the clamping assembly mechanism is provided, the self-weight of the counterweight structure is used to stabilize the base and is matched with the mechanical interlocking constraint, a self-weight and interlocking double anti-sliding and anti-overturning system is formed, the counterweight structure can resist soil side pressure, earthquakes or uneven settlement more than a single structure, the clamping assembly mechanisms are mutually embedded to form integral stress, block misplacement and sliding are avoided, even if local stress concentration occurs, the clamping assembly mechanisms will not cause chain collapse, the risk resistance of the structure is improved, in addition, after the interlocking blocks are tightly engaged, the gap is extremely small, the rainwater can be effectively blocked from penetrating into the wall body by cooperating with the fence grid and the drainage groove plate, backfill soil softening and water and soil loss are avoided, and the counterweight platform and the foundation stability are protected.