Method for controlling cracking of ultra-long reinforced concrete structures and jacking device
A reinforced concrete and concrete technology, which is applied to the processing of building components, building structures, and building materials, can solve problems such as poor tensile strength, achieve good crack resistance, compensate for shrinkage, and facilitate construction
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Embodiment 1
[0069] Such as Figures 11-17 , a method for controlling cracks in super-long reinforced concrete structures: when pouring and tamping super-long reinforced concrete structures, leave post-cast strips of a certain width (matched to the size of the jack) at intervals of a certain distance (30-60m), and place Reinforced concrete structures with large length and width scales are divided into several smaller areas of pre-cast concrete and jacks are installed between the post-cast strips, such as Figure 11 , 12 , the length of the first poured concrete 101 on the left side is L1, the length of the first poured concrete 102 on the right side is L2, the width of the reserved post-casting belt 103 is B, and the original length of the concrete structure L0=L1+L2+B; to be poured first After the concrete reaches a certain strength, use a jack to widen the post-pouring belt, so that the concrete produces prestress, such as Figure 13 , 14 After the jack 107 has made the top of the pos...
Embodiment 2
[0071] Embodiment one is to pour and tamp the back-casting strip concrete after the post-casting strips of the whole structure are pushed away once with a jack. The difference between this embodiment and Embodiment 1 is that the post-casting belt is pushed apart by jacks several times, and the post-casting belt concrete is poured and tamped several times, and it is not necessary to place jacks on each floor.
Embodiment 3
[0073] Embodiment 1 and Embodiment 2 are to set jacks between the post-casting belts, and use the jacks to widen the post-casting belts. Such as Figure 18-22 , In this embodiment, the jacking device is used to directly act on the vertical members on both sides of the post-cast belt instead of the jack to act on the floor structure at the post-cast belt. Such as Figure 18 , the length of the first poured concrete 101 on the left side is L1, the length of the first poured concrete 102 on the right side is L2, the width of the reserved post-casting belt 103 is B, the original length of the concrete structure L0=L1+L2+B, and the supporting device The top seat one and two of 110 produce active force respectively to the left side earlier pouring concrete 101, the right side first pouring concrete 102; Figures 19-22 , after the supporting device 110 makes the top width of the post-casting belt, the length of the first poured concrete 101 on the left side is L1-h1, the length of ...
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