Building integral and synchronous descent construction device and construction method thereof
A technology for construction devices and buildings, which is applied in building construction, construction, building maintenance, etc., can solve problems such as damage to building structures, and achieve the effects of rapid overall settlement, reasonable construction, and simple steps and procedures.
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Embodiment 1
[0055] refer to figure 1 and figure 2 , a construction device for synchronously lowering the whole building, comprising two groups of racks 1, wherein the two groups of racks 1 are symmetrically installed and fixed in the settlement tank 10 excavated around the building 3, wherein the device also includes: a top support part 2 , the top support part 2 is arranged on the frame 1 for supporting the base 31 of the building 3; supports the support frame 4, and supports the support frame 4 to reinforce the building 3; sinks into the support part 2, and the building 3 is settled at the top support part 2 Afterwards, sink the support 5 to support the building 3; when it is necessary to make the building 3 fall synchronously, the operator can fix the frame 1 in the excavated settlement tank 10, and use the supporting support 4 to reinforce the building 3 as a whole , use the support part 2 on the frame 1 to support the base 31 of the building 3 as a whole and then sink it, then the ...
Embodiment 2
[0062] The difference from Embodiment 1 is that a construction method of a construction device for synchronously lowering the whole building is also provided, which specifically includes the following steps:
[0063] S1, excavate the settlement tank 10 on the ground below the building 3, and stop the excavation until the base 31 at the bottom of the building is fully exposed;
[0064] S2. Use the supporting bracket 4 to reinforce the building 3. During reinforcement, use the rivets 410 to rivet and fix the first reinforcing plate 41 and the second reinforcing plate 42 on the base 31, and adjust the connecting plate 43 to slide in the 匚-shaped plate 44. Move, then lock between the connecting plate 43 and the U-shaped plate 44 with the locking bolt 430;
[0065] S3. Excavating the settlement tank 10 on the ground outside the building 3, installing and fixing the frame 1 to the bottom of the settlement tank 10;
[0066] S4, start the first hydraulic cylinder 22, the first hydrau...
Embodiment 3
[0076] The difference from Example 2 is that the following are also restricted:
[0077] Start the first hydraulic cylinder 22 in S6 to drive the distance that the top brace 21 rises to be 10cm, and the distance to limit the rise of the top brace 21 is 10cm to ensure that the base 31 of the building 3 is completely separated from the original ground; the landfill support in S11 The material is sand and gravel, and when the landfill is buried in the settlement tank 10, use a vibrating rod to remove looseness and pores. Sand and gravel as a landfill can make the building after the overall decline have better strength. Vibration can remove porosity and pores, and can prevent stress concentration from occurring.
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