Pre-tensioning method hollow plate whole steel core mold pulling-out device and method
A technology of hollow slab and pretensioning method, which is applied in the direction of unloading device, mold, ceramic forming core, etc., can solve the problems of long steel wire rope, adverse effect on construction safety, and reduce the work efficiency of steel inner mold, so as to save time, save length, The effect of increasing the demoulding speed
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Embodiment 1
[0042] Such as Figure 1~5Among them, a pre-tensioned hollow slab integral steel mandrel pull-out device, which includes a foldable inner mold device 9, said inner mold device 9 is divided into left and right two mutually independent structures, including a foldable right inner The mold 91 and the left inner mold 92 are provided with a plurality of vertical supports 2 axially inside the right inner mold 91 and the left inner mold 92. The vertical supports 2 are foldable structures, and each vertical support 2 is connected by a pull rod. 5, the pull rod 5 is used to connect with the hoist 3 through the wire rope 4, so as to pull out the two mutually independent structures of the inner mold device 9 after being folded. With this structure, the operations of demoulding and pulling out the inner mold device 9 can be completed simultaneously during the pulling process, thereby greatly improving the construction efficiency.
[0043] The preferred solution is as Figure 2~5 Among t...
Embodiment 2
[0053] Such as Image 6 Among them, a construction method using the above-mentioned pre-tensioned hollow slab integral steel mandrel pull-out device comprises the following steps:
[0054] S1. After the pouring structural part 12 reaches a certain strength, remove the steel cross brace 11, demould the inner mold with the inclined surface at the end of each inner mold first, and connect the pull rod 5 of the vertical traction support 2 of the inner mold with the steel wire rope 4 , and drag the inner model out;
[0055] S2. In addition to the tail end away from the hoist 3, each inner cavity of the pouring structure 12 has at least one set of inner molds. If there is a group of inner molds, connect the pull rod 5 of the vertical traction support 2 of the first demoulding inner mold to the inner mold of the inner cavity of the previous pouring structure 12, and only one group of inner molds are connected to each other through connecting wire ropes 7 ;
[0056] Not connected a...
Embodiment 3
[0062] On the basis of embodiment 2, more specifically as Image 6 Among them, a construction method using the above-mentioned pre-tensioned hollow slab integral steel mandrel pull-out device comprises the following steps:
[0063] S01. After the pouring structural part 12 reaches a certain strength, the steel cross brace 11 is removed, and the vertical traction support of the left inner mold 92 of the first inner mold device 9 of the upper inner mold and the lower inner mold end slope is on the inner side. Pull bar 5 is connected with steel wire rope 4, and this first left inner mold 92 is dragged out;
[0064] S02, connect the pull rod 5 of the vertical traction support 2 of the right inner mold 91 of the first pole to the vertical traction support 2 of the left interior mold 92 of the second pole by connecting the steel wire rope 7, the vertical traction support 2 of the right inner mold 91 of the first pole The pull rod 5 is connected with the steel wire rope 4, and the r...
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