An integrated pouring connection structure of shear wall and filling wall and its formwork structure
A technology for connecting structures and filling walls, which is applied in the direction of building components, building structures, formwork/formwork/work frames, etc., can solve the problems of unfavorable projects with tight construction schedules, shorten the construction period, ensure separation performance, and improve compactness sexual effect
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Embodiment 1
[0045] The embodiment of the present application discloses an integrated pouring connection structure of a shear wall and a filling wall. refer to figure 1 , 2 , the integral pouring connection structure of the shear wall and the infill wall is connected between the structural beams 2 of two adjacent floors 1, and the integral pouring connection structure of the shear wall and the infill wall includes two cast-in-place shear force The wall section 3 and the cast-in-place filling wall section 4 located between the two cast-in-place shear wall sections 3 are formed by pouring together the cast-in-place shear wall section 3 and the cast-in-place filling wall section 4, and the cast-in-place filling wall section 4 and the cast-in-place A partition plate 5 is arranged between the shear wall sections 3 , and the partition plate 5 is arranged at the full height along the height direction of the cast-in-place shear wall section 3 .
[0046] Compared with using blocks to form infill ...
Embodiment 2
[0057] The difference between embodiment two and embodiment one is that, referring to Figure 5 , the backing plate 6 and the partition plate 5 both include a first plate segment 7, a second plate segment 8 and a third plate segment 16, and the first plate segment 7, the second plate segment 8 and the third plate segment 16 are filled along the cast-in-place The thickness direction of the wall sections 4 is distributed sequentially at intervals, and waterproof strips 9 are fixedly connected between the second panel section 8 and the first panel section 7 or between the second panel section 8 and the third panel section 16 .
[0058] The projection of the vertical ribs 13 of the skeleton mesh 11 is located in the second plate section 8 of the backing plate 6, and the projection of the transverse ribs 14 of the skeleton mesh 11 along the length direction of the transverse ribs 14 is located in the second plate section 8 of the partition plate 5, reducing water flow The possibili...
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