Corrugated steel web combined box girder, suspended splicing lossless positioning device and construction method
A technology of corrugated steel webs and positioning devices, which is applied in bridges, bridge construction, bridge parts, etc., can solve the problems of corrugated steel webs that are difficult to achieve non-destructive and accurate positioning, so as to improve the adjustment range, avoid damage, and improve quality and safety sexual effect
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Embodiment 1
[0072] This embodiment provides a cantilever non-destructive positioning device for a corrugated steel web composite box girder, such as Figure 1 to Figure 10 As shown, it includes a dynamic adjustment mechanism 1 and a rigid limit mechanism 2 arranged on the supporting corrugated steel web 6 of the corrugated steel web composite box girder and the corrugated steel web 7 to be suspended. The dynamic adjustment mechanism 1 and the rigid limit Institution 2 relative setting;
[0073] The dynamic adjustment mechanism 1 includes a central rotating hinge 101 including a pair of oppositely arranged rotating shaft mounting plates 10101, and four rotating shafts 10102 are rotatably installed between the pair of rotating shaft mounting plates 10101;
[0074] The four rotating shafts 10102 are respectively rotatably installed with the inner ends of the first upper adjustment telescopic rod 102, the second upper adjustment telescopic rod 103, the first lower adjustment telescopic rod 10...
Embodiment 2
[0092] This embodiment provides a corrugated steel web composite box girder, such as Figure 1 to Figure 10 As shown, it includes a box girder top plate 4 and a box girder bottom plate 5 that are arranged in parallel and oppositely. The outer end is provided with a corrugated steel web 7 to be suspended, and the corrugated steel web combined box girder in Embodiment 1 is provided with a cantilever non-destructive positioning device on the supporting corrugated steel web 6 and the corrugated steel web 7 to be suspended.
Embodiment 3
[0094] This embodiment provides a construction method for a corrugated steel web composite box girder, which uses the corrugated steel web composite box girder in Embodiment 2. The method comprises the following specific steps:
[0095] Step 1, complete the construction of the 0# block girder, set temporary consolidation in the built 0# block girder, the 0# block girder includes supporting corrugated steel web 6; in this embodiment, the 0# block girder The construction adopts the floor support method or the corbel bracket method; according to the continuous beam design segment length, beam segment weight, overall size, section shape, steel web lifting capacity and various construction loads, a special cantilever hanging basket is designed.
[0096] Step 2, non-destructive positioning construction of beam suspension:
[0097] In step 2.1, the corrugated steel web 7 to be suspended is initially hoisted in place.
[0098] Step 2.2, adjust the dynamic adjustment mechanism:
[0...
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