Sleeve pressure type grouting construction method for steel reinforcement connection
A construction method and technology for connecting sleeves, which are applied in the field of sleeve pressure grouting construction for steel bar connection, can solve the problems of reduced connection strength, reduced steel bar connection strength, no disassembly, etc., and achieves convenient use, improved qualification rate, and structural integrity. simple effect
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Embodiment 1
[0032] See attached figure 1 , a sleeve pressure grouting construction method for steel bar connection described in this embodiment mainly involves the grouting connection and fixation between the prefabricated component 1 and the lower component 3 through the connecting sleeve 2 . The upper surface of the lower component 3 is protruded with assembly steel bars 9 , and the prefabricated component 1 rests on the lower component 3 . The prefabricated component 1 is in the shape of a cuboid, and its four side walls are respectively in contact with the upper surface of the lower component 3 to form an L-shaped corner. A number of prefabricated steel bars 8 and a number of connecting sleeves 2 are pre-embedded in the prefabricated component 1 , the upper opening of the connecting sleeve 2 is inserted with prefabricated steel bars 8 , and the lower end opening is inserted with assembly steel bars 9 . A grouting hole 17 and an overflow hole 18 communicating with the inside of the co...
Embodiment 2
[0047] In the construction method described in this embodiment, the rest of the components and the corresponding construction process are roughly the same, mainly providing formwork sealing structures under different building structures, see Figure 4 , the lower component 3 and the prefabricated component 1 have the same cross-section, so an elastic gasket 4 can be used to seal the two simultaneously. That is, when installing the sealing formwork, the lower half of the elastic gasket 4 is covered on the surface of the lower component 3 near the prefabricated component 1, and its upper half is covered on the surface of the prefabricated component 1 near the lower component 3, and the whole is closed end to end ring. The sealing formwork 5 is integrally fitted with the elastic gasket 4 , and then compressed and sealed by two steel hoops 7 .
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