Dry-and wet-type composite joint pin-connected panel construction construction method

Dry-and wet-type composite joint pin-connected panel construction construction method

  • CN 108,755,926 A
  • Filed: 05/29/2018
  • Published: 11/06/2018
  • Est. Priority Date: 05/29/2018
  • Status: Active Grant
First Claim
Patent Images

1. a kind of dry-and wet-type composite joint pin-connected panel construction construction method, it is characterized in that including the following steps:

  • S1, in shop-fabricated component, including column(

    1)

    , crossbeam(

    2)

    , floor(

    5)

    And shear wall(

    3)

    Internal layer, shear wall(

    3)

    OutsideLayer;

    Its central post(

    1)

    Joint location between floor, in column(

    1)

    It is interior to be equipped with socket steel pipe(

    103)

    , in socket steel pipe(

    103)

    Around be equipped with column arrangement of reinforcement(

    101)

    , it is socketed steel pipe(

    103)

    It is inside and outside poured concrete, joint locationIt is socketed steel pipe(

    103)

    With column arrangement of reinforcement(

    101)

    End it is exposed outside, in column(

    1)

    It is equipped with and is used to support crossbeam(

    2)

    OxLeg supports(

    102)



    S2, adjustment column(

    1)

    It is vertical and coaxial, it is socketed steel pipe(

    103)

    End mutually socket-connect and position and fix connection, pass through welderingIt connects or sleeve connection column arrangement of reinforcement(

    101)

    , bind lateral arrangement of reinforcement;

    Lift shear wall(

    3)

    Internal layer and shear wall(

    3)

    Outer layer, by shear wall(

    3)

    Lateral arrangement of reinforcement and column(

    1)

    Lateral arrangement of reinforcementPass through welding or sleeve connection;

    Socket steel pipe at s3, first butt joint position(

    103)

    Inside grouting, smash shake it is closely knit;

    S4, the formwork erection at joint location, by column(

    1)

    Joint location and shear wall(

    3)

    Inner cavity pours as an entirety;

    S5, reach form removal after the setting solidifying phase, while lifting cross beam(

    2)

    It is placed in corbels support(

    102)

    On, adjust crossbeam(

    2)

    Position,Angle connector is installed(

    4)



    S6, in crossbeam(

    2)

    Upper lifting floor(

    5)



    Above-mentioned steps are recycled successively, complete the compound construction of pin-connected panel construction.

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