Butt joint construction method of ash and slag concrete hollow strip plate
A technology of ash concrete and hollow slabs, which is applied in the direction of building components, building types, earthquake resistance, etc., can solve the problems of poor seismic performance of joints, reduced safety performance and stability of buildings, etc., to achieve simple construction operations and improve safety Performance and stability, effect of improving connection strength
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Embodiment 1
[0021] Embodiment 1: T-shaped connection of the strip partition wall, such as figure 1 As shown, a kind of anti-seismic connecting plate structure of cinder concrete hollow slabs comprises interconnected first slats 1 and second slats 2, and one end of the first slab 1 in the length direction is fixedly inserted with The connecting plate assembly 3 has a connecting rod protruding along the length direction of the first strip 1 on the connecting plate assembly 3, and the connecting rod is fixedly inserted on the second strip 2; One board 1, the second board 2 and the connecting board assembly 3 are fixedly connected by adhesive.
[0022] In this way, a connecting plate assembly is arranged between the interconnected first strip and the second strip, and the connecting plate assembly is respectively fixedly connected with the first strip and the second strip through an adhesive, so that the first strip and the second strip In addition to the original adhesive rigid connection b...
Embodiment 2
[0035] Embodiment 2: Right-angle connection of strip partition walls, such as figure 2 As shown, the difference from the embodiment is that one end of the length direction of the second strip 2 is flush with the outer surface of the first strip 1 corresponding to the end, and the second strip 2 is located in the hollow of the end. The holes are densely filled with concrete, and the filling depth is greater than the thickness of the first strip 1; the hollow holes of the second strip 2 and the hollow holes of the first strip 1 are arranged in a one-to-one correspondence in the width direction . The construction steps are basically the same as those in Example 1, the difference is that when the slatted partition walls are connected at right angles, one end of the two connected hollow slats is located at the corner, and the hollow holes at the two ends need to be adjusted. Both are densely filled. When the strip partition wall is T-shaped connected, only the end of one hollow ...
Embodiment 3
[0036] Embodiment 3: as image 3 As shown, the difference from Embodiments 1 and 2 is that: the second strip 2 is located at one end of the first strip 1 in the length direction, and the length direction of the two is consistent; the connecting plate assembly 3 includes a positioning steel plate 31 and the connecting steel pipe 32 vertically welded on the positioning steel plate 31; the projection of the positioning steel plate 31 is larger than the axial projection of the hollow hole of the first strip 1 or the second strip 2, and smaller than the first The axial projection of the strip 1 or the second strip 2; the connecting steel pipe 32 is symmetrically welded on both sides of the positioning steel plate 31, and the outer diameter of the connecting steel pipe 32 is the same as that of the first strip 1 Consistent with the diameter of the hollow hole of the second strip 2; the connecting steel pipes 32 are respectively inserted into the hollow holes of the first strip 1 and...
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