A construction method for reusing brick masonry wall pieces
A construction method and technology for masonry walls, applied in the direction of walls, buildings, building types, etc., can solve problems such as resource waste and environmental pollution, and achieve the effects of reducing resource waste, reducing environmental pollution, and improving overall seismic performance.
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specific Embodiment approach 1
[0013] Specific implementation mode one: combine figure 1 and image 3 Describe this embodiment, a construction method for reusing brickwork wall pieces in this embodiment is to use a coring machine to extract several notches 4 and implant connecting steel bars 6 on both sides of the demolished brickwork wall pieces. Two adjacent demolished brick masonry wall pieces are connected by structural columns or no structural columns, and ring beams are set after the connection is completed; The net distance is not less than the inner diameter of the notch 4; the structural column connection includes a one-shaped connection, an L-shaped connection and a T-shaped connection; the non-structural column connection includes a one-shaped connection.
specific Embodiment approach 2
[0014] Specific implementation mode two: combination Figure 4 Describe this embodiment, the difference between this embodiment and specific embodiment 1 is that the one-shape connection is carried out according to the following steps: the first masonry wall piece 1 and the second masonry wall piece 2 are arranged coaxially, A structural column 5 is arranged between a masonry wall piece 1 and a second masonry wall piece 2; the first masonry wall piece 1, the second masonry wall piece 2 and the structural column 5 have the same thickness; A number of notches 4 are obtained by using a coring machine on the sides of the first masonry wall piece 1 and the second masonry wall piece 2 respectively, and then on the outside of the first masonry wall piece 1 and the second masonry wall piece 2 Connecting steel bars 6 are implanted in the slot 4, and the connecting steel bars 6 in two adjacent slots 4 are arranged alternately. Connection, the connecting steel bar 6 runs through the str...
specific Embodiment approach 3
[0015] Specific implementation mode three: combination Figure 5 This embodiment is described. The difference between this embodiment and specific embodiment 1 or 2 is that the L-shaped connection is performed according to the following steps: the first masonry wall piece 1 and the second masonry wall piece 2 are vertically arranged, and A construction column 5 is provided at the angle between the first masonry wall piece 1 and the second masonry wall piece 2; the thickness of the adjacent side of the first masonry wall piece 1 and the construction column 5 is the same, and the The thickness of the adjacent side of the wall piece 2 and the construction column 5 is the same; along the height direction of the house, a number of notches 4 are obtained by using a coring machine on the sides of the first masonry wall piece 1 and the second masonry wall piece 2; then Connecting steel bars 6 are implanted in the notches 4 on the outside of the first masonry wall piece 1 and the secon...
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