System and method for pushing, deflection correcting and bracing replacement of prefabricated underground passage structure
An underground passage and prefabricated assembly technology, which is applied to underwater structures, infrastructure engineering, buildings, etc., can solve the problems that cannot be adjusted actively, and the jacking construction process cannot control or adjust the linear effect of jacking, so as to achieve optimization The effect of jacking construction technology, ensuring project construction quality, and improving assembly efficiency
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Embodiment 1
[0036] Embodiment 1: The underground passage structure of this embodiment is a double-hole underground passage with a rectangular longitudinal section. In order to facilitate the prefabrication of the underground passage structure, the underground passage structure is vertically divided into several sections before construction. The section is horizontally divided into the upper section of the underground passage and the lower section 10 of the underground passage. The upper section of the multi-section underground passage and the lower section 10 of the underground passage are respectively prefabricated according to the design requirements. The lower section 10 of the passage is pushed into place and assembled into the lower structure of the underground passage. Combine below Figure 5 Explain that the prefabricated and assembled underpass structure jacking correction and support change system of the present invention includes a lifting bracket 31 and an axial force adjusting d...
Embodiment 2
[0040] Embodiment 2: the following combination Figure 3 to Figure 8 To illustrate the method of pushing and correcting deviation and changing support of the prefabricated underground passage structure of the present invention, the specific construction steps are as follows:
[0041] S101: Such as image 3 As shown, the construction of the enclosure structure 1 of the underground passage is carried out in batches of earth excavation and support structure construction, and the reinforced concrete cushion layer 4 is poured; specifically, the construction of the enclosure structure 1 of the underground passage is carried out first, and the first batch Earthwork excavation, and construction of the first reinforced concrete support 2, after the first reinforced concrete support 2 reaches the strength required by the design, the second batch of earthwork excavations, and the second reinforced concrete support 3 after completion; After the second reinforced concrete support 3 is formed,...
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