Pile casting structure based on informatization technology, pile structure and pile head breaking method
A technology, pile head technology, applied in the field of pile pouring structure and pile structure and pile head removal based on information technology, can solve the problems of increased engineering cost, slow removal speed, large dust, etc., to improve work efficiency, reduce damage effect
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Embodiment 1
[0028] Such as figure 1 As shown, in this embodiment, the pile pouring structure based on information technology includes a reinforcement cage, a limit ring 3 installed on the outside of the reinforcement cage, several PVC pipes 6 arranged in the reinforcement cage, and a plurality of PVC pipes 6 arranged on the limit ring 3 The cut-off layer 5 on the top and the two-dimensional code display board 7 set correspondingly with the steel cage one by one, the cut-off layer 5 is ring-shaped, and the two-dimensional code display board 7 is provided with a two-dimensional code that enters the input information interface after scanning.
[0029] During construction, build a BIM model according to the design requirements, excavate pile holes and make a steel cage of suitable size according to the BIM model, install the limit ring 3 at the corresponding position of the reinforcement cage, and install the cut-off layer 5 on the limit ring 3 , the part above the cut-off layer 5 is the desi...
Embodiment 2
[0035] On the basis of the above embodiments, in this embodiment, the cut-off layer 5 is provided with several long holes through which the PVC pipe 6 can pass. Utilize the long holes to allow structures such as PVC pipes 6 and steel bars to pass through, so as to avoid interference between the cut-off layer 5 and the reinforcement cage.
[0036] The blocking ring 3 is used to support the cut-off layer 5 to enhance the stability of the cut-off layer 5 and prevent the cut-off layer 5 from being displaced or deflected by the impact of concrete.
[0037] In this embodiment, the cut-off layer 5 is connected to the limiting ring 3 through fasteners. In this way, the connection strength between the cut-off layer 5 and the limiting ring 3 is improved.
[0038] In this embodiment, the limit ring 3 is a steel ring. In order to ensure the strength and stability of the limit ring 3 itself, the limit ring 3 can also be retained in the cast-in-place pile 1 as a part of the pile structure...
Embodiment 3
[0043] On the basis of the above embodiments, in this embodiment, brazing pre-embedded pipes 8 are installed on the reinforcement cage plate. In this embodiment, the pre-embedded steel pipe 8 is located above the cut-off layer 5. After the concrete pouring is completed, the pre-embedded steel pipe 8 is pre-embedded in the pile head part. The pre-embedded pipe 8 is used as the installation basis, and the pile head is hoisted to facilitate the transfer of the pile head. In this embodiment, the pre-embedded steel pipe 8 is arranged above the center of gravity of the pile head, so as to avoid unnecessary deflection and shaking of the pile head during hoisting.
[0044] In this embodiment, the brazing pre-embedded pipe 8 is sealed with a sealing plug. The two ends of the pre-embedded steel pipe 8 are blocked by the sealing plug, and when pouring concrete, it is possible to prevent the concrete from entering the pre-embedded steel pipe 8 and affect the use of the pre-embedded steel...
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