Disconnected-type plugging structure and method of wall beam on concrete-poured wall

Abstract

The invention relates to a disconnected-type plugging structure of a wall beam on a concrete-poured wall. The disconnected-type plugging structure comprises a retractable inserting plate, adjustable jacking rods and longitudinal transverse bars; the longitudinal transverse bars are arranged outside the retractable inserting plate; the adjustable jacking rods are arranged between the longitudinal transverse bars and the retractable inserting plate; and the retractable inserting plate is tightly attached to a mould at the breakage plugging position through the adjustable jacking rods. A pluggingmethod comprises the steps that the manufactured retractable inserting plate is inserted into the position, needing breakage plugging, of the wall beam, and the size of the retractable inserting plate is adjusted according to the plugging demand; the longitudinal transverse bars are inserted along the two sides; and the multiple adjustable jacking rods are evenly arranged between the longitudinaltransverse bars and the retractable inserting plate, the adjustable jacking rods are adjusted to enable the two ends of the adjustable jacking rods to tightly abut against the retractable inserting plate and the longitudinal transverse bars correspondingly, and the retractable inserting plate is tightly attached to the mould at the breakage plugging position under the effect of the adjustable jacking rods. The disconnected-type plugging structure and method have the beneficial effects that additional welding of a transverse steel bar can be omitted, disassembly is easier, damage to the structure is avoided, and meanwhile the stability of the whole structure is better.

Description

technical field [0001] The invention relates to the technical field of buildings, in particular to a disconnected sealing structure and method for wall beams in pouring concrete walls. Background technique [0002] The disconnected sealing of walls and beams in pouring concrete walls generally adopts the laying of steel wire mesh, then inserts wooden corrugations into the vertical and horizontal steel bars, and then drives wooden wedges into the front of the corrugated corrugations to fix the corrugated corrugations and resist the damage caused by pouring concrete. side pressure. Since the stroke of the wooden wedge is only a few centimeters, there must be a solid back against the other side of the wooden wedge facing the flute as a support, and the solution is to add a weld on the other side of the wooden wedge facing the flute. The horizontal steel bar is against, and the wooden corrugated insertion method is the punching method. This way to seal the broken end of the wal...

AI Technical Summary

Problems solved by technology

Since the stroke of the wooden wedge is only a few centimeters, there must be a solid back against the other side of the wooden wedge facing the flute as a support, and the solution is to add a weld on the other side of the wooden wedge facing the flute. The transverse steel bar is against, and the wooden corrugated insertion method is the driving method. This way of sealing the broken end of the wall beam will make it more difficult to remove the corrugated wood and steel wire mesh after adding welded steel bars.

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