WO2019223742A1 - Assembled box building, construction equipment for same, and construction method therefor - Google Patents

Assembled box building, construction equipment for same, and construction method therefor Download PDF

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Publication number
WO2019223742A1
WO2019223742A1 PCT/CN2019/088059 CN2019088059W WO2019223742A1 WO 2019223742 A1 WO2019223742 A1 WO 2019223742A1 CN 2019088059 W CN2019088059 W CN 2019088059W WO 2019223742 A1 WO2019223742 A1 WO 2019223742A1
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WIPO (PCT)
Prior art keywords
box
column
frame
room
building
Prior art date
Application number
PCT/CN2019/088059
Other languages
French (fr)
Chinese (zh)
Inventor
王燏斌
Original Assignee
Wang Yubin
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Publication date
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Publication of WO2019223742A1 publication Critical patent/WO2019223742A1/en

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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/348—Structures composed of units comprising at least considerable parts of two sides of a room, e.g. box-like or cell-like units closed or in skeleton form
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/348—Structures composed of units comprising at least considerable parts of two sides of a room, e.g. box-like or cell-like units closed or in skeleton form
    • E04B1/34815—Elements not integrated in a skeleton
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/348—Structures composed of units comprising at least considerable parts of two sides of a room, e.g. box-like or cell-like units closed or in skeleton form
    • E04B1/34815—Elements not integrated in a skeleton
    • E04B1/34861—Elements not integrated in a skeleton particular arrangement of habitable rooms or their component parts; modular co-ordination
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/35—Extraordinary methods of construction, e.g. lift-slab, jack-block
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/35—Extraordinary methods of construction, e.g. lift-slab, jack-block
    • E04B2001/3588—Extraordinary methods of construction, e.g. lift-slab, jack-block using special lifting or handling devices, e.g. gantries, overhead conveying rails

Definitions

  • the invention relates to a prefabricated box building, a construction device and a construction method thereof, and belongs to the technical field of industrialized building construction.
  • Existing prefabricated buildings mainly refer to slab buildings
  • box buildings mainly refer to container buildings
  • reinforced concrete box building modules have not been applied due to transportation difficulties and the existing technology cannot be accurately hoisted.
  • the components are staggered on top of each other, and the ground heights of adjacent rooms on the same floor are inconsistent.
  • the invention proposes a prefabricated box building, its construction device and construction method.
  • the purpose of the prefabricated box building is to overcome the shortcomings of the prior art. Its main advantage is that the boxes 2 in the prefabricated box building 1 are arranged at intervals. The floor heights of the adjacent rooms on the same floor are the same; the quality of the components of the room box 2 is good, and the beam and column frames 3 of the adjacent boxes 2 are connected to form the overall skeleton of the building, and the joints of the adjacent beam and column frames 3 are resistant to The tensile and torsional strength is better than cast-in-place; Box 2 can be prefabricated in the factory, shipped to the site and assembled into Box 2 on the ground, and then hoisted as a whole, which can reduce manufacturing and transportation costs; fast construction speed and special The construction device 4 can reduce labor intensity and high degree of assembly.
  • the prefabricated box building 1 includes an outer wall 1-1, a foundation 1-2, a top plate 1-3, and a box 2, and the X direction is the length direction of the box building 1, and the Y direction is perpendicular to the length X
  • X is the outline arc or central arc of the arc-shaped prefabricated box building 1
  • the Y direction is the direction where the position is perpendicular to the arc X
  • the outer wall 1- 1 includes a horizontal wall 1-1X in the X direction and a vertical wall 1-1Y in the Y direction.
  • the box 2 includes a box top 2-1, a box side wall 2-2, a box bottom 2-3, and a box end wall 2-4.
  • the side wall 2-2 of the box is located between the top 2-1 and the bottom 2-3 of the box in the height direction, and the length Y of the box 2 is perpendicular to the length X of the fabricated box building 1
  • Box 3 is located at both ends of the box top 2-1 and box bottom 2-3 in the length direction.
  • the spatial arrangement of box 2 in the assembled box building 1 includes an arrangement that is staggered in the X direction and the height direction; the interior of box 2
  • the cavity forms room A, that is, room A is a room with box 2 at its location, room B is a room without box 2 at its location, room B includes room B1, and room B1 is surrounded by four boxes 2 adjacent to the top, bottom, and left.
  • the four boxes 2 forming the room B1 are the four boxes 2 connected at staggered corners, that is, the room B1 is adjacent to the upper, lower, left, and right four rooms are the rooms A; the beam frame 3 includes the top beam 3- 1. The bottom beam 3-2 and the column 3-3.
  • the outside of the beam-column frame 3 includes the transverse wall 1-1X of the adjacent room B, the inside of the beam-column frame 3 includes the box end wall 2-4, and the top beam 3-1.
  • box top 2-1 It is the end part of the box top 2-1, including the box top beam 3-1-1 and / or the box top beam 3-1-2, and the box top beam 3-1-1 is the adjacent upper room B
  • the lower part of the horizontal wall 1-1X, the top beam in the box 3-1-2 is the upper part of the end wall 2-4 of the box
  • the bottom beam 3-2 is the end part of the bottom of the box 2-3, including the bottom beam of the box 3-2-1 and / or box bottom beam 3-2-2
  • box bottom beam 3-2-1 is the upper part of the cross wall 1-1X of the adjacent lower room B
  • box bottom beam 3-2- 2 is the lower part of the box end wall 2-4
  • column 3-3 is the end component of the box side wall 2-2, including the box outer column 3-3-1 and / or the box inner column 3-3-2
  • the box The outer column 3-3-1 is the side of the horizontal wall 1-1X of the horizontally adjacent room B
  • the inner column 3-3-2 is the side of the end wall 2-4 of the box.
  • the boxes 2 in the prefabricated box building 1 are arranged at staggered intervals, and the ground heights of adjacent rooms on the same floor are consistent; the components of the room box 2 have good quality, good seismic performance, fast construction speed, and coordination
  • the special construction device 4 can reduce labor intensity and high degree of assembly.
  • FIG. 1 is a structural schematic diagram of an external wall 1-1, a foundation 1-2, a roof 1-3, and a box 2 constituting a prefabricated building 1. It is also a structural schematic diagram of an external wall 1-1X and a vertical wall 1-1Y.
  • the room of box 2 is a structural diagram of room A, and the space surrounded by the four boxes 2 adjacent to the top, bottom, left, and right is the structure of room B1;
  • FIG. 2 is a structural schematic diagram of a box 2 composed of a box top 2-1, a box side wall 2-2, a box bottom 2-3, a box end wall 2-4, and beam and column frames 3 at both ends, and also a top beam 3- 1.
  • Structural diagram of the beam-column frame 3 consisting of the bottom beam 3-2 and the column 3-3;
  • FIG. 3 is a view in the direction of the arrow A in FIG. 2, and is also a structural diagram of a top beam 3-1 composed of a box top beam 3-1-1 and a box top beam 3-1-2, and also a box bottom beam 3-2 -1 and the structure of the bottom beam 3-2-2 of the box, and also the structure of the outer column 3-3-1 and the inner column of the box 3-3-2;
  • FIG. 4 is a B-B view of FIG. 3 and is a schematic structural diagram of the box 2;
  • FIG. 5 is a structural schematic diagram of the components of the box top beam 3-1-1, the box bottom beam 3-2-1, and the box outer column 3-3-1 respectively constituting the adjacent room B1 horizontal wall 1-1X.
  • the box top beam 3-1-2, box bottom beam 3-2-2, and box column 3-3-2 in a single box A are structural diagrams of the components of the box end wall 2-4;
  • FIG. 6 is a structural schematic diagram of the left-hand assembled box building 1 as a part of the building, and also a structural schematic diagram of the length Y direction of the right-hand box 2 parallel to the length X direction of the assembled box building 1;
  • FIG. 7 is a view from arrow A in FIG. 6, and is also a schematic structural diagram of the box 2 in the building 11;
  • FIG. 8 is a schematic diagram of the arc structure of the box building 1 composed of the box 2. It is also X is the outline arc or the center arc of the arc-shaped assembled box building 1, and the Y direction is the direction where the position is perpendicular to the arc X. Schematic;
  • FIG. 9 is a schematic structural diagram of the box 2 at the position of the room mnA without the box 2 and the four corners of the room mnA and the rooms m + 1n-1A, the room m + 1n + 1A, the room m-1n-1A, and the room m, respectively.
  • -1n + 1A is a schematic structural diagram of the connection of the corners of box 2 and is also the docking of the outer four corners of box 2 with both bevels and gaps. The connection strength between the diagonal boxes 2 is ensured by bolts 13 and secondary grouting;
  • FIG. 10 is a schematic structural diagram of the room mn in the n-th row of the m-th floor, which is the room mnB without the box 2;
  • FIG. 11 is a structural schematic diagram of the beam-column frame 3 of the room m-1nA and the beam-column frame 3 of the room mn-1A and the room mn + 1A staggered and staggered;
  • FIG. 12 is a schematic structural diagram of the outer four corners of the box 2 connected to the four corners of the box 2 through bolts 13 and plugs 14 through inclined surfaces;
  • FIG. 13 is a schematic structural diagram of an end room B2, a top room B3, a bottom room B4, a bottom end room B5, and a top room B6;
  • FIG. 14 is a box 2 of an overall structure or a box 2 assembled on site by a factory to prefabricate each module.
  • the structure of the entire hoisting structure is also a column device 5, a track device 6, a walking lifting device 7, and a column support of the construction device 4.
  • FIG. 15 is a partial enlarged view of FIG. 14I, and is also a schematic structural diagram of a column support block 8-1, a column lifting device 8-2, and a support block locking device 8-3, which form a column support device 8;
  • FIG. 16 is an A-A view of FIG. 14 and is a schematic structural diagram of the balancing device 12;
  • FIG. 17 is a partially enlarged view of FIG. 16, and is also a schematic structural diagram of the transverse traveling wheel 7x-2 on the long main frame 7x-1a running on the transverse track 6-1-1;
  • FIG. 18 is a B-B view of FIG. 14, and is also a schematic structural diagram of the rail device 6 fixed to the permanent column 5 a and the temporary column 5 b through the frame locking device 9 respectively;
  • FIG. 19 is a view taken in the direction of arrow C of FIG. 14;
  • FIG. 20 is a schematic structural diagram of an auxiliary frame 7y-1, a longitudinal traveling wheel 7y-2, and a crane 7y-3, which run in the Y direction, constituting the longitudinal traveling device 7y;
  • FIG. 21 is a view in the direction of the arrow A of FIG. 20, and is a schematic structural diagram of a long longitudinal track 7x-1-1a constituting a long main frame 7x-1a, and also a schematic structural diagram of a longitudinal moving device 7x-2y;
  • FIG. 22 is a schematic structural diagram of a box module 2a composed of a box top 2a-1, a box side wall 2a-2, a box bottom 2a-3, and a beam and column frame 3a;
  • FIG. 23 is a view in the direction of the arrow A of FIG. 22, and is also a schematic structural diagram of the beam-column frame 3a;
  • FIG. 24 is a B-B view of FIG. 22, and is a schematic structural diagram of a box longitudinal beam 2a-1-1 and an upper beam 2a-1-2 constituting a box top 2a-1;
  • FIG. 25 is a schematic structural diagram of the box top 2a-1, the box bottom 2a-3 and the beam and column frame 3a after separation, and also the structural diagram of the lower beam 2a-3-1 constituting the box bottom 2a-3;
  • FIG. 26 is a schematic structural diagram of a box module 2a containing a balcony module, and also a structural schematic diagram of a balcony for components 3-4;
  • FIG. 27 is an arrow A view of FIG. 26; FIG.
  • FIG. 28 is a schematic structural diagram of the inverted U-shaped upper box 21 and the U-shaped lower box 22 that have not been folded into the upper and lower boxes 2b, and also the box-side upper wall 2-2-1 and the box-side lower portion constituting the box side wall 2-2
  • the structural diagram of the wall 2-2-2 is also a structural diagram of the upper beam column frame 31 and the lower beam column frame 32 constituting the beam column frame 3;
  • FIG. 29 is a view from arrow A of FIG. 28; FIG.
  • FIG. 30 is a structural schematic diagram of the beam-column frame 3 located directly above the horizontal foundation 1-2X, and also a structural diagram of a member 3-4 outside the beam-column frame 3 as a balcony;
  • FIG. 31 is an A-A view of FIG. 30, and is a schematic structural diagram of a horizontal foundation 1-2X and a vertical foundation 1-2Y;
  • FIG. 32 is a structural schematic diagram of the column device 5, the track device 6, the long walking lifting device 7a, the column support device 8, the frame locking device 9, and the lifting frame 10 constituting the construction device 4, and also the columns 5-1 and 5 of the column device 5.
  • FIG. 33 is an A-A arrow view of FIG. 32, and is also a schematic structural diagram of the crane 7y-3 lifting the box 2 at the cantilever end of the long walking lifting device 7a through the hoisting frame 10;
  • FIG. 34 is a view in the direction of rotation B in FIG. 32, and is also a schematic structural diagram of the track frame 6-1 and the guide interface device 6-2 constituting the track device 6. It is also an auxiliary frame 7y- which runs in the Y direction to constitute the longitudinal travel device 7y. 1. Schematic diagram of the structure of the longitudinal traveling wheel 7y-2 and the crane 7y-3;
  • FIG. 35 is a schematic structural view of the assembled box building 1 after the construction device 4 is removed and the construction device 4 is completed, and it is also a schematic structural diagram of the assembled box building 1 connected to the steel structural members 1-4 through permanent columns 5a;
  • FIG. 36 is a structural schematic diagram of a column device 5, a track device 6, a short walking lifting device 7b, a column supporting device 8, a frame locking device 9 and a hoisting frame 10 constituting the construction device 4, which is also an assembly type of the short walking lifting device 7b.
  • FIG. 37 is an AA view of FIG. 36, and is also a structural schematic diagram of the short walking lifting device 7b running inside the two transverse rails 6-1-1, and also the structure of the short longitudinal rail 7x-1-1b constituting the short main frame 7x-1b. schematic diagram;
  • FIG. 38 is a view in the direction of B in FIG. 36, and is also a structural schematic diagram of connecting and fixing the rail frame 6-1 with the permanent column 5 a and the temporary column 5 b through the frame locking device 9;
  • FIG. 39 is a structural schematic diagram of the crane 7y-3 running in the lateral direction on the auxiliary frame 7y-1;
  • FIG. 40 is a view in the direction of the arrow A of FIG. 39, and is also a schematic structural diagram of a short longitudinal track 7x-1-1b constituting a short main frame 7x-1b;
  • FIG. 41 is a schematic structural diagram of the track device 6 lifting up and down on the temporary column 5b through the column support device 8 and the frame locking device 9, and also a structure schematic diagram of the track device 6 fixed on the permanent column 5a through the frame locking device 9;
  • FIG. 42 is an A-A view of FIG. 41, and is also a schematic structural diagram of a column support block 8-1, a column lifting device 8-2, and a support block locking device 8-3 that form a column support device 8;
  • FIG. 43 is a B-directional rotation view of FIG. 41; FIG.
  • Fig. 44 is a C-C view of Fig. 41;
  • FIG. 45 is a partially enlarged view of FIG. 44I, and is also a schematic structural diagram of a guide interface device 6-2 constituting the track device 6;
  • 1 in the figure is a prefabricated box building, including an external wall 1-1, a foundation 1-2, a roof 1-3, and a box 2;
  • 1-1 is an external wall, including a horizontal wall 1-1X and a vertical wall 1-1Y;
  • 1-1X is the horizontal wall arranged in the X direction;
  • 1-1Y is the vertical wall arranged in the Y direction;
  • 1-2 is the foundation, including the horizontal foundation 1-2X and the vertical foundation 1-2Y; 1-2X is on both sides of the Y direction
  • a horizontal foundation arranged along the X direction; 1-2Y is a longitudinal foundation arranged along the Y direction on both sides of the X direction;
  • 1-3 is a top plate;
  • 1-4 is a steel structure;
  • 2 is a box, including a box top 2-1, Box side wall 2-2, box bottom 2-3, box end wall 2-4, and beam frame 3;
  • 2-1 is the box top;
  • 2-2 is the box side wall;
  • 2-3 is the box bottom;
  • 3-3-1 is box outer column; 3-3-2 is box inner column; 2a is box module, package Box top 2a-1, box side wall 2a-2, box bottom 2a-3, and beam and column frame 3a; 2a-1 is an inverted box-shaped box top, including box side members 2a-1-1 and upper beam 2a -2; 2a-1-1 is the box longitudinal beam in the Y direction; 2a-1-2 is the upper beam protruding in the X direction into the top recess of the beam column frame 3a; 2a-2 is the side wall of the box; 2a-3 Is the bottom of the box, including the lower beam 2a-3-1; 2a-3-1 is the lower beam protruding into the middle recess of the bottom of the beam and column frame 3a; 3a is the beam and column frame; 3a-3-1 is the beam and column frame 3a The outer box of the box; 3a-1-1 is the top box of the beam-column frame 3a; 2b is the upper and lower boxes
  • B5-1 is the bottom room located at both ends of the first floor of the prefabricated box building 1
  • B6 is the two adjacent boxes 2, the top plate 1-3 and the vertical wall connected at the corners 1-1Y top of the space enclosed room is formed
  • B6-1 both ends of the top layer is fabricated a top end of the box construction room.
  • Prefabricated box building 1 includes exterior wall 1-1, foundation 1-2, roof 1-3 and box 2.
  • X direction be the length direction of box building 1 and Y direction be perpendicular to the length X direction.
  • X is the outline arc or central arc of arc-shaped assembled box building 1
  • Y direction is the direction where the position is perpendicular to the arc X;
  • the outer wall 1-1 includes the horizontal arrangement of the X direction.
  • the vertical wall 1-1Y arranged in the wall 1-1X and Y direction, the box 2 includes the box top 2-1, the box side wall 2-2, the box bottom 2-3, the box end wall 2-4, and the beam and column frame 3, the box The side wall 2-2 is located between the box top 2-1 and the box bottom 2-3 in the height direction, the length Y direction of the box 2 is perpendicular to the length X direction of the prefabricated box building 1, and the beam column frame 3 is located at the box top 2- 1 and the two ends of the box bottom 2-3 in the length direction, the spatial arrangement of box 2 in the assembled box building 1 includes an arrangement that is staggered in the X direction and the height direction; the internal cavity of box 2 forms room A, That is, room A is a room with box 2 in its location, room B is a room without box 2 in its location, room B includes room B1, and room B1 is a space surrounded by four boxes 2 adjacent to each other, that is, room B1.
  • the beam and column frame 3 includes the top beam 3-1, the bottom beam 3-2, and the column 3 -3
  • the outside of the beam-column frame 3 includes the transverse wall 1-1X of the adjacent room B
  • the inside of the beam-column frame 3 includes the box end wall 2-4
  • the top beam 3-1 is the end of the box top 2-1 Part, including the box top beam 3-1-1 and / or the box top beam 3-1-2
  • the box top beam 3-1-1 is the lower part of the cross wall 1-1X of the adjacent upper room B
  • the box The inner top beam 3-1-2 is the upper part of the box end wall 2-4
  • the bottom beam 3-2 is the end component of the box bottom 2-3, including the box outer bottom beam 3-2-1 or the box inner bottom beam 3-2-2
  • the bottom beam of the box 3-2-1 is the upper part of the transverse wall 1-1X of the adjacent lower room B
  • the bottom beam of the box 32-1 is the upper part of the transverse wall 1-1X of the adjacent lower room B
  • the prefabricated box building 1 includes a room A and a room B. Let the room mn on the mth and nth rows be the room mnA with the box 2.
  • the box 2 located at the position of the room mnA has no box 2, and this box
  • the four corners of 2 are connected to the corners of box 2 which are located in room m + 1n-1, room m + 1n + 1, room m-1n-1, and room m-1n + 1;
  • mn is the room mnB without box 2 at the location, that is, the top surface of the room mnB is the lower plane of the bottom 2-3 of the box 2 in the room m + 1n, and the floor of the room mnB is the box 2 in the room m-1n
  • the upper plane of the box top 2-1 in the middle, the two walls of the room mnB are the outer walls of the side wall 2-2 of the box in the box 2 in the room mn-1 and the room mn + 1, namely the box side
  • the plane is flat with the upper plane of the top 2-1 of the box 2 in the rooms m-1n-1 and m-1n + 1; when the room mn is the room mnB, the The top plane of the box top 2-1 is the same as that of room mn-1 and room mn + 1.
  • the upper plane of the box bottom 2-3 in 2 is flat; that is, when the adjacent boxes 2 in the diagonal direction are connected and integrated, the upper plane of the box top 2-1 in the box 2 is connected to the two corners of the upper layer.
  • the upper plane of the box bottom 2-3 in the box 2 is flat, the upper plane of the box bottom 2-3 in the box 2 is connected to the corner of the next layer, and the upper plane of the box top 2-1 in the two boxes is flat. 2
  • the outer four corners include three kinds of structures with bevels, gaps arranged at intervals, and both bevels and notches.
  • the prefabricated box building 1 includes a number of rooms B.
  • the space surrounded by three adjacent box modules 2 at the corners and the vertical wall 1-1Y forms an end room B2.
  • the end room B2 includes a prefabricated box building 1
  • the space between the two ends of the two rooms B2-1, the three adjacent boxes 2 connected at the corners and the top plate 1-3 forms the top room B3, the three adjacent boxes 2 connected at the corners, and the foundation 1-2
  • the space enclosed by the top forms the bottom room B4, which is located on the ground floor of the prefabricated box building 1.
  • the two adjacent boxes connected at the corners 2, the top of the foundation 1-2 and the vertical wall 1-1Y The space forms a bottom room B5.
  • the bottom room B5 includes the bottom room B5-1 located at both ends of the first floor of the prefabricated box building 1.
  • the two adjacent boxes 2, the top plate 1-3 and the vertical wall plate 1 are connected at the corners.
  • the space enclosed by -1Y forms the top room B6, which includes the top room B6-1 located at both ends of the top floor
  • the construction of the box 2 in the prefabricated box building 1 includes the A construction method and the B construction method:
  • Box 2 is the overall structure, after the factory is completed, it is shipped to the site for hoisting;
  • Box 2 is a modular structure. Each module is prefabricated in the factory and shipped to the site to be assembled into Box 2. The assembly includes B1 method and B2 method:
  • Method B1 After assembling into the box module 2, the whole is hoisted;
  • Method B2 The modules in the prefabricated box module 2 are separately mounted and directly assembled.
  • the box 2 in the prefabricated box building 1 includes two structures of a box module 2a and an upper and lower box 2b.
  • the box module 2a includes a box top 2a-1, a box side wall 2a-2, a box bottom 2a-3, and a beam column frame.
  • the box top 2a-1 is an inverted box shape
  • the box top 2a-1 includes the box longitudinal beam 2a-1-1 in the Y direction and the upper beam 2a-1 extending in the X direction of the top recess of the beam frame 3a.
  • the length in the X direction of the top recess of the beam-column frame 3a is equal to the length of the upper beam 2a-1-2
  • the longitudinal beam 2a-1-1 is the upper part of the box side wall 2a-2, and passes through the upper beam 2a-1-2
  • the beam-column frame 3a is fixedly integrated with the box top 2a-1; the middle of the two ends of the box bottom 2a-3 includes the lower beam 2a-3-1 protruding into the middle recess of the bottom of the beam-column frame 3a, and the bottom of the beam-column frame 3a
  • the length in the X direction of the middle recess is equal to the length of the lower beam 2a-3-1.
  • the beam column frame 3a is fixed to the box bottom 2a-3 through the lower beam 2a-3-1.
  • the left or right side of the beam column frame 3a The top of the box outer column 3a-3-1 is connected to the bottom of the right or left side of the box beam bottom frame 3-2-1 of the previous layer beam column frame 3a, and the box outer column 3a-3- on the left or right side of the beam column frame 3a
  • the bottom of 1 is connected with the top or bottom beam 3a-1-1 and / or the top of the box top 2a-1 of the upper beam and column frame 3a;
  • the upper and lower boxes 2 b is divided into an upper box 21 and a lower box 22, the upper box 21 is an inverted U-shape, and the lower box 22 is a U-shape.
  • the upper box 21 includes a box top 2-1, a box-side upper wall 2-2-1, and an upper beam column frame 31
  • the lower box 22 includes the box-side lower wall 2-2-2, the box bottom 2-3, and the lower beam column frame 32, and the box-side upper wall 2-2-1 and the box-side lower wall 2-2-2 form the upper and lower boxes 2b.
  • the box side wall 2-2, the upper beam column frame 31 and the lower beam column frame 32 constitute the beam column frame 3 of the upper and lower boxes 2b.
  • the foundation 1-2 When the foundation 1-2 is a wall foundation, it includes a transverse foundation 1-2X arranged along the X direction on both sides of the Y direction.
  • the beam-column frame 3 in the box 2 is located directly above the transverse foundation 1-2X, and the beam-column frame 3 A member 3-4 is included on the outside of the box 2 in the length direction.
  • the box 2 in the prefabricated box building 1 is hoisted as a whole at the site.
  • the bearing surfaces of the columns 3-3 connected up and down are contact-free, and the other parts are connected to the surface. After the gap is installed, the gap is filled by the grout.
  • the construction device 4 of the prefabricated box building 1 includes a column device 5, a track device 6, a walking lifting device 7, a post support device 8, a frame locking device 9, and a lifting frame 10.
  • the post device 5 is located in the prefabricated box building 1.
  • the column device 5 includes a column 5-1 and a connector 5-2.
  • the column 5-1 is connected to the assembled box building 1 through the connector 5-2.
  • the column device 5 includes a permanent column 5a and / or a temporary column. There are two structures of 5b.
  • the permanent column 5a is a component of the assembled box building 1.
  • the temporary column 5b is a temporary support that needs to be removed.
  • the rail device 6 includes a rail frame 6-1, a guide interface device 6-2, and a rail frame 6-1.
  • the guide interface device 6-2 is located at the guide device 5, and the track frame 6-1 is restricted by the guide device 5 through the guide interface device 6-2.
  • Lifting within the range, that is, the guide device 5 is a limit device of the track frame 6-1 in the X and Y directions.
  • the distance between the two lateral rails 6-1-1 in the track frame 6-1 in the Y direction is greater than the assembled box building.
  • walking lifting device 7 includes horizontal walking device 7x and longitudinal Device 7y
  • transverse walking device 7x includes a main frame 7x-1 and a transverse walking wheel 7x-2 running in the X direction.
  • the transverse walking wheel 7x-2 is installed on the main frame 7x-1.
  • the transverse walking wheel 7x-2 includes a longitudinal moving device 7x-2y, that is, the longitudinal traveling device 7x-2y moves in the Y direction on the main frame 7x-1 to make the transverse walking wheel 7x
  • the distance between -2 in the Y direction is equal to the distance between the two transverse rails 6-1-1 in the Y direction.
  • the transverse walking wheel 7x-2 runs on the transverse rail 6-1-1.
  • the walking lifting device 7 passes the transverse walking device. 7x runs in the X direction; the longitudinal walking device 7y includes an auxiliary frame 7y-1, a longitudinal walking wheel 7y-2, and a crane 7y-3 running in the Y direction.
  • the longitudinal walking wheel 7y-2 is installed on the auxiliary frame 7y-1.
  • the crane 7y-3 is installed on the auxiliary frame 7y-1.
  • the main frame 7x-1 includes a longitudinal traveling wheel 7y-2 and a longitudinal track 7x-1-1 running in the Y direction.
  • the crane 7y-3 passes the longitudinal traveling wheel 7y- 2 Running in the Y direction, that is, the walking lifting device 7 realizes the movement of the components of the assembled box construction 1 in the X and Y directions by the crane 7y-3 through the horizontal walking device 7x and the vertical walking device 7y;
  • the walking hoisting device 7 runs above the transverse track 6-1-1.
  • the longitudinal track 7x-1-1 includes a long longitudinal track 7x-1-1a extending in the Y direction and two transverse tracks 6-1-1.
  • the short longitudinal rail 7x-1-1b of the two transverse rails 6-1-1 is provided, and the walking lifting device 7 and the main frame 7x-1 corresponding to the long vertical rail 7x-1-1a are the long walking lifting device 7a and the long
  • the main frame 7x-1a, the walking lifting device 7 and the main frame 7x-1 corresponding to the short longitudinal rail 7x-1-1b are the short walking lifting device 7b and the short main frame 7x-1b, and the long walking lifting device 7a will
  • the modules or components of the prefabricated box building 1 are hoisted into the track frame 6-1 from the outer side of the prefabricated box building 1 in the X or Y direction by a crane 7y-3, and the short walking lifting device 7b will install the prefabricated box building.
  • the module or component of 1 is hoisted into the track frame 6-1 from the outside of the assembled box building 1X direction by a crane 7y-3 for installation;
  • the column support device 8 includes a column support block 8-1, a column lifting device 8-2, and a support Block locking device 8-3, one end of the column lifting device 8-2 is fixed to the column support block 8-1, and the other end is fixed to the rail frame 6-1.
  • 8-3 is fixed on the column support block 8-1, the support block locking device 8-3 is unlocked from the column 5-1, and the height of the column support block 8-1 is adjusted by the column lifting device 8-2;
  • the frame locking device 9 is installed on On the guide interface device 6-2, the rail frame 6-1 is fixedly fixed to the pillar 5-1 when the frame lock device 9 operates. When the rail frame 6-1 is to be raised and lowered, the frame lock device 9 needs to be opened.
  • the permanent columns 5a in the prefabricated box building 1 are steel structural members, which are connected to form a whole by steel structural members 1-4 on the top of the prefabricated box building 1.
  • the prefabricated box building 1 is constructed by a construction device 4, including A construction method and B construction method:
  • a construction method a construction method using a construction device 4 composed of a long walking lifting device 7a, which includes the following construction steps:
  • the distance between the transverse traveling wheel 7x-2 in the Y direction is equal to the distance between the two transverse tracks 6-1-1 in the Y direction by the longitudinal moving device 7x-2y, and the transverse traveling wheel 7x-2 is in the transverse track 6-1.
  • Running on -1 the long walking lifting device 7a runs along the X direction to the installation position of the set position box 2, and the height of the bottom of the track device 6 is adjusted by the column lifting device 8-2;
  • the box 2 is transported to the outside of the assembled box building 1 to be hoisted.
  • the crane 7y-3 runs in the Y direction through the longitudinal rail 7x-1-1 to the top of the box 2 and descends to the set position.
  • the crane 7y-3 completes the installation of the box 2 through the lifting, translation and lowering of the carrying box 2 by the fixed lifting frame 10, that is, the installation of the first room A of the first floor is completed;
  • the crane 7y-3 lifts the vertical wall 1-1Y and the horizontal wall 1-1X to the set height, runs in the Y direction to the installation position and then descends to complete the installation of the vertical wall 1-1Y and the horizontal wall 1-1X. ;
  • the column support block 8-1 is raised to a high position by the column lifting device 8-2, and the support block locking device 8-3 locks and solidifies the column support block 8-1 and the permanent column 5a into one body, and the frame locking device 9 and The temporary post 5b is unlocked and disengaged, the frame locking device 9 is unlocked and disengaged from the temporary post 5b, the post lifting device 8-2 acts on the permanent post 5a through the post support block 8-1, and the track device 6 and the long walking lifting device 7a After raising one level, lock the frame locking device 9 with the temporary column 5b, and lock the frame locking device 9 with the permanent column 5a, that is, the rail frame 6-1 and the column 5 are fixedly integrated into one body, and the connecting member 5-2 is installed.
  • Column 5-1 is connected with prefabricated box building 1 as a whole. Column 5-1 is lengthened to start the installation of box 2 on the upper level.
  • Construction method using the construction device 4 composed of the short walking lifting device 7b includes the following construction steps:
  • the crane 7y-3 runs through the longitudinal rail 7x-1-1 to the top of the box 2 in the Y direction and descends to the set position;
  • the crane 7y-3 completes the installation of the box 2 by carrying the box 2 up to the set height, moving to the installation position in the X direction and lowering by the fixed lifting frame 10, that is, the installation of the first room A on the first floor is completed;
  • the crane 7y-3 lifts the vertical wall 1-1Y and the horizontal wall 1-1X to the set height, runs in the X direction to the installation position and then descends, completing the installation of the vertical wall 1-1Y and the horizontal wall 1-1X. ;
  • prefabricated box building 1 includes exterior wall 1-1, foundation 1-2, roof 1-3, and box 2.
  • X direction be the length direction of box building 1
  • Y direction be perpendicular to the length X.
  • the prefabricated box building 1 is arc-shaped, X is the outline arc or central arc of the arc-shaped prefabricated box building 1, and the Y direction is the direction where the position is perpendicular to the arc X;
  • the outer wall 1- 1 includes a horizontal wall 1-1X in the X direction and a vertical wall 1-1Y in the Y direction.
  • the box 2 includes a box top 2-1, a box side wall 2-2, a box bottom 2-3, and a box end wall 2-4.
  • the side wall 2-2 of the box is located between the top 2-1 and the bottom 2-3 of the box in the height direction, and the length Y of the box 2 is perpendicular to the length X of the fabricated box building 1 and the box 2
  • the length Y direction may not be perpendicular to the length X direction of the prefabricated box building 1.
  • the prefabricated box building is an independent building, or a part of the building may be a box building; the beam column frame 3 is located at the top of the box 2-1 and the box At both ends of the bottom 2-3 length direction, the spatial arrangement of the box 2 in the prefabricated box building 1 includes a spaced-apart arrangement in the X direction and the height direction; the internal cavity of the box 2 forms the room A, that is, Room A is a room with box 2 in its location, and room B is a room without box 2 in its location. Room B includes room B1.
  • Room B1 is a space surrounded by four boxes 2 adjacent to each other, that is, four of room B1.
  • the two boxes 2 are four boxes 2 connected at staggered corners, that is, the room B1 is adjacent to the upper, lower, left, and right four rooms are the rooms A;
  • the beam column frame 3 includes a top beam 3-1, a bottom beam 3-2 and Column 3-3, the outside of the beam-column frame 3 includes the transverse wall 1-1X of the adjacent room B, the inside of the beam-column frame 3 includes the box end wall 2-4, and the top beam 3-1 is the end of the box top 2-1 Components, including the box top beam 3-1-1 and / or the box top beam 3-1-2, the box top beam 3-1-1 is the lower part of the cross wall 1-1X of the adjacent upper room B
  • the top beam 3-1-2 inside the box is the upper part of the end wall 2-4 of the box
  • the bottom beam 3-2 is the end component of the bottom 2-3 of the box, including the bottom beam 3-2-1 and / or the bottom of the box
  • the bottom beam 3-2-2 inside the box, the bottom beam 3-2-1 outside the box is the upper part of
  • the column 3-3 is the end component of the box side wall 2-2, including the box outer column 3-3-1 and / or the box inner column 3-3-2, and the box outer column 3-3-1 is Horizontal wall 1-1X of adjacent room B
  • the inner column 3-3-2 of the box is the side of the end wall 2-4 of the box.
  • the prefabricated box building 1 includes a room A and a room B.
  • the room mn in the nth row of the m-th floor be the room mnA with the box 2.
  • the four corners of this box 2 are connected to the corners of box 2 located in room m + 1n-1, room m + 1n + 1, room m-1n-1, and room m-1n + 1;
  • the room mn in the nth row of the floor is the room mnB without the box 2 in the position, that is, the top surface of the room mnB is the lower plane of the box bottom 2-3 in the box 2 of the room m + 1n, and the floor of the room mnB is located in the room.
  • the upper plane of the box top 2-1 in the box 2 of m-1n, and the side walls of the room mnB are the outer walls of the side walls 2-2 of the box in the box 2 of the room mn-1 and the room mn + 1. That is, the inner and outer walls of the box side wall 2-2 are the inner walls of two adjacent rooms respectively; when the room mn requires the same height as the floor of the adjacent room, the room mn is the room mnA, and the box in the box 2 of the room mnA is The upper plane of the bottom 2-3 is flat with the upper plane of the box top 2-1 in the box 2 in the rooms m-1n-1 and m-1n + 1 respectively; when the room mn is the room mnB, it is located in the room m- The upper plane of the top 2-1 in the box 2 of 1n is located in the room mn-1 The upper plane of the box bottom 2-3 in the box 2 of the room mn + 1 is flat; that is, when the adjacent boxes 2 in the diagonal
  • the prefabricated box building 1 includes a number of rooms B.
  • the space surrounded by three adjacent box modules 2 and vertical walls 1-1Y connected at the corners forms an end room B2.
  • the end room B2 includes a prefabricated building.
  • Room B2-1 at both ends of box building 1, the space surrounded by three adjacent boxes 2 and roof 1-3 connected at the corners forms the top room B3, the three adjacent boxes 2 connected at the corners and the foundation
  • the space enclosed by the top of 1-2 forms the bottom room B4.
  • the bottom room B4 is located on the ground floor of the prefabricated box building 1.
  • the enclosed space forms the bottom room B5.
  • the bottom room B5 includes the bottom room B5-1 located at both ends of the first floor of the prefabricated box building 1.
  • the space surrounded by the wall panels 1-1Y forms the top room B6, which includes the top room B6-1 located at both ends of the top floor of the prefabricated box building 1.
  • the construction of box 2 in prefabricated box building 1 includes A construction method and B construction method:
  • Box 2 is the overall structure, after the factory is completed, it is shipped to the site for hoisting;
  • Box 2 is a modular structure. Each module is prefabricated in the factory and shipped to the site to be assembled into Box 2. The assembly includes B1 method and B2 method:
  • Method B1 After assembling into the box module 2, the whole is hoisted;
  • Method B2 The modules in the prefabricated box module 2 are separately mounted and directly assembled.
  • the box 2 in the assembled box building 1 includes a box module 2a and an upper and lower box 2b.
  • the box module 2a includes a box top 2a-1, a box side wall 2a-2, and a box bottom 2a.
  • the box top 2a-1 is an inverted box shape
  • the box top 2a-1 includes the box longitudinal beam 2a-1-1 in the Y direction and the X-direction recessed into the top of the beam-column frame 3a.
  • the upper beam 2a-1-2, the length in the X direction at the top of the beam-column frame 3a is equal to the length of the upper beam 2a-1-2, and the longitudinal beam 2a-1-1 is the upper part of the box side wall 2a-2.
  • the cross beam 2a-1-2 firmly connects the beam-column frame 3a and the box top 2a-1; the middle of both ends of the box bottom 2a-3 includes the lower cross-beam 2a-3-1 that extends into the middle recess of the bottom of the beam-column frame 3a.
  • the length in the X direction of the middle recess at the bottom of the beam-column frame 3a is equal to the length of the lower beam 2a-3-1.
  • the beam-column frame 3a is fixed to the box bottom 2a-3 through the lower beam 2a-3-1.
  • the top of the box outer column 3a-3-1 on the left or right side of the frame 3a is connected to the right or left bottom of the outer beam frame 3a of the upper layer beam and column frame 3a.
  • the box on the left or right of the beam column frame 3a The bottom of the outer pillar 3a-3-1 is aligned with the top of the right or left side of the outer beam 3a-1-1 and / or the top 2a-1 of the box
  • the upper and lower boxes 2b are divided into an upper box 21 and a lower box 22, the upper box 21 is an inverted U-shape, and the lower box 22 is a U-shape.
  • the upper box 21 includes a box top 2-1, a box side upper wall 2-2-1, and an upper box.
  • Beam frame 31, lower box 22 includes box side lower wall 2-2-2, box bottom 2-3 and lower beam column frame 32, box side upper wall 2-2-1 and box side lower wall 2-2-2
  • the box side wall 2-2 constituting the upper and lower boxes 2b, the upper beam column frame 31 and the lower beam column frame 32 constitute the beam column frame 3 of the upper and lower boxes 2b.
  • the foundation 1-2 when the foundation 1-2 is a wall foundation, it includes the transverse foundation 1-2X arranged along the X direction on both sides of the Y direction, and the beam-column frame 3 in the box 2 is located at the front of the transverse foundation 1-2X.
  • the beam-column frame 3 includes members 3-4 on the outside of the box 2 in the length direction.
  • the box 2 in the assembled box building 1 was hoisted on the site as a whole.
  • the bearing surface of the column 3-3 connected up and down was If there is no gap, the gap between the connection surfaces of other parts will be filled by the filling slurry after installation.
  • the construction device 4 of the assembled box building 1 includes a column device 5, a track device 6, a walking lifting device 7, a column support device 8, a frame locking device 9, and a lifting device.
  • the stand 10, the column device 5 is located outside the prefabricated box building 1.
  • the column device 5 includes a post 5-1 and a connecting member 5-2.
  • the post 5-1 is connected to the prefabricated box building 1 through the connecting member 5-2.
  • the column device 5 includes two types of structures: a permanent column 5a or a temporary column 5b.
  • the permanent column 5a is a component of the prefabricated box building 1.
  • the temporary column 5b is a temporary support to be removed.
  • the track device 6 includes a track frame 6-1 and a guide interface.
  • the track frame 6-1 includes a lateral track 6-1-1 along the length X direction of the assembled box building 1, the guide interface device 6-2 is located at the guide device 5, and the track is made by the guide interface device 6-2
  • the frame 6-1 moves up and down within the limits of the guide device 5, that is, the guide device 5 is a limit device of the track frame 6-1 in the X and Y directions, and the two lateral rails 6-1-1 in the track frame 6-1
  • the distance in the Y direction is greater than the width of the fabricated box building 1;
  • the walking lifting device 7 includes Horizontal walking device 7x and vertical walking device 7y.
  • the horizontal walking device 7x includes a main frame 7x-1 and a horizontal walking wheel 7x-2 running in the X direction.
  • the horizontal walking wheel 7x-2 is installed on the main frame 7x-1 and travels horizontally.
  • the wheel 7x-2 is installed on the main frame 7x-1.
  • the horizontal walking wheel 7x-2 includes a longitudinal moving device 7x-2y, that is, by longitudinal movement The device 7x-2y moves in the Y direction on the main frame 7x-1, so that the distance between the transverse walking wheels 7x-2 in the Y direction is equal to the distance between the two transverse tracks 6-1-1 in the Y direction, and the transverse walking wheels 7x -2 runs on the horizontal track 6-1-1, and the walking lifting device 7 runs in the X direction through the horizontal walking device 7x;
  • the vertical walking device 7y includes the auxiliary frame 7y-1 and the vertical walking wheel 7y- 2 and crane 7y-3, the longitudinal walking wheel 7y-2 is installed on the auxiliary frame 7y-1, the crane 7y-3 is installed on the auxiliary frame 7y-1, and the main frame 7x-1 includes the
  • the machine 7y-3 carries the components of the assembled box building 1 in the X and Y directions; the walking lifting device 7 runs above the transverse track 6-1-1, and the longitudinal track 7x-1-1 includes the Y direction extension A long vertical track 7x-1-1a with two horizontal tracks 6-1-1 and a short vertical track 7x-1-1b without two horizontal tracks 6-1-1, corresponding to the long vertical track 7x-1-1a
  • the walking lifting device 7 and the main frame 7x-1 are the long walking lifting device 7a and the long main frame 7x-1a, and the walking lifting device 7 and the main frame 7x-1 corresponding to the short longitudinal rail 7x-1-1b are
  • the short walking lifting device 7b and the short main frame 7x-1b, and the long walking lifting device 7a lift the modules or components of the prefabricated box building 1 from the outer side of the prefabricated box building 1 in the X direction or the Y direction by a crane 7y-3.
  • the column support device 8 includes a column support block 8-1, a column lifting device 8-2, and a support block locking device 8-3.
  • One end of the column lifting device 8-2 is fixed to the column.
  • On the supporting block 8-1 the other end is fixed on the rail frame 6-1.
  • the supporting block locking device 8-3 is fixed on the pillar supporting block 8-1.
  • the supporting block locking device 8-3 is unlocked from the pillar 5-1.
  • the column lifting device 8-2 adjusts the height of the column supporting block 8-1.
  • the frame locking device 9 is installed on the guide interface device 6-2. When the frame locking device 9 operates, the rail frame 6-1 is fixed to the column 5-1. As a whole, when the rail frame 6-1 is to be raised and lowered, the frame locking device 9 needs to be opened.
  • the permanent columns 5a in the prefabricated box building 1 are steel structural members, which are connected to form a whole by steel structural members 1-4 on the top of the prefabricated box building 1.
  • a construction method a construction method using a construction device 4 composed of a long walking lifting device 7a, which includes the following construction steps:
  • the long walking lifting device 7a runs along the X direction to the installation position of the set position box 2 through the lateral track 6-1-1, and adjusts the height of the bottom of the track device 6 through the column lifting device 8-2;
  • the box 2 is transported to the outside of the assembled box building 1 to be hoisted.
  • the crane 7y-3 runs in the Y direction through the longitudinal rail 7x-1-1 to the top of the box 2 and descends to the set position.
  • the crane 7y-3 completes the installation of the box 2 through the lifting, translation and lowering of the carrying box 2 by the fixed lifting frame 10, that is, the installation of the first room A of the first floor is completed;
  • the crane 7y-3 lifts the vertical wall 1-1Y and the horizontal wall 1-1X to the set height, runs in the Y direction to the installation position and then descends to complete the installation of the vertical wall 1-1Y and the horizontal wall 1-1X. ;
  • the column support block 8-1 is raised to a high position by the column lifting device 8-2, and the support block locking device 8-3 locks and solidifies the column support block 8-1 and the permanent column 5a into one body, and the frame locking device 9 and The temporary post 5b is unlocked and disengaged, the frame locking device 9 is unlocked and disengaged from the temporary post 5b, the post lifting device 8-2 acts on the permanent post 5a through the post support block 8-1, and the track device 6 and the long walking lifting device 7a After raising one level, lock the frame locking device 9 with the temporary column 5b, and lock the frame locking device 9 with the permanent column 5a, that is, the rail frame 6-1 and the column 5 are fixedly integrated into one body, and the connecting member 5-2 is installed.
  • Column 5-1 is connected with prefabricated box building 1 as a whole. Column 5-1 is lengthened to start the installation of box 2 on the upper level.
  • the B construction method a construction method using a construction device 4 composed of a short walking lifting device 7b, which includes the following construction steps:
  • the crane 7y-3 runs through the longitudinal rail 7x-1-1 to the top of the box 2 in the Y direction and descends to the set position;
  • the crane 7y-3 completes the installation of the box 2 by carrying the box 2 up to the set height, moving to the installation position in the X direction and lowering by the fixed lifting frame 10, that is, the installation of the first room A on the first floor is completed;
  • the crane 7y-3 lifts the vertical wall 1-1Y and the horizontal wall 1-1X to the set height, runs in the X direction to the installation position and then descends, completing the installation of the vertical wall 1-1Y and the horizontal wall 1-1X. ;

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Abstract

An assembled box building, construction equipment for same, and a control method therefor. The assembled box building (1) comprises an outer wall (1-1), a foundation (1-2), a top panel (1-3) and a box (2). The box (2) comprises a top box (2-1), a box sidewall (2-2), a box bottom (2-3), a box-end wall (2-4), and a beam column frame (3). The box (2) comprises an alternately staggered arrangement in direction X and in the height direction in the spatial arrangement of the assembled box building (1), a cavity in the box (2) forms room A, that is, room A is a room provided at the location thereof with the box (2), and room B is a room provided at the location thereof without the box (2). The construction equipment (4) for the assembled box building (1) comprises column equipment (5), track equipment (6), traveling and lifting equipment (7), column supporting equipment (8), frame locking equipment (9), and a lifting frame (10). The construction method for the assembled box building (1) comprises the employment of the construction equipment (4) for onsite lifting after the box (2) is fabricated at a factory. The assembled box building has a consistent floor height for adjacent rooms of a same layer and is of a high degree of assembly.

Description

一种装配式盒子建筑及其施工装置及施工法Assembled box building, construction device and construction method thereof 技术领域Technical field
本发明涉及的是一种装配式盒子建筑及其施工装置及施工法，属于工业化建筑施工技术领域。The invention relates to a prefabricated box building, a construction device and a construction method thereof, and belongs to the technical field of industrialized building construction.
背景技术Background technique
现有装配式建筑主要指板式建筑，而盒子建筑主要指集装箱建筑，而钢筋混凝土的盒子建筑模块由于运输困难加上现有技术无法精准吊装，所以没有得到应用，且采用上下盒子重叠组装或者盒子构件相互交错叠置，其同一层相邻房间的地面高度不一致。Existing prefabricated buildings mainly refer to slab buildings, while box buildings mainly refer to container buildings, and reinforced concrete box building modules have not been applied due to transportation difficulties and the existing technology cannot be accurately hoisted. The components are staggered on top of each other, and the ground heights of adjacent rooms on the same floor are inconsistent.
发明内容Summary of the Invention
本发明提出的是一种装配式盒子建筑及其施工装置及施工法，其目的旨在克服现有技术存在的缺陷，其主要优点：装配式盒子建筑1中的盒2是间隔错开排列布置的，同一层相邻房间的地面高度是一致的；房间盒2构件的质量好，相邻盒2的梁柱框3连接形成建筑的整体骨架，并使相邻梁柱框3的结合部在抗拉和抗扭强度方面优于现浇；盒2可先在工厂将各模块预制好，运至现场在地面装配成盒2，再整体吊装，可降低制造和运输成本；施工速度快，配合专用的施工装置4可降低劳动强度，装配化程度高。The invention proposes a prefabricated box building, its construction device and construction method. The purpose of the prefabricated box building is to overcome the shortcomings of the prior art. Its main advantage is that the boxes 2 in the prefabricated box building 1 are arranged at intervals. The floor heights of the adjacent rooms on the same floor are the same; the quality of the components of the room box 2 is good, and the beam and column frames 3 of the adjacent boxes 2 are connected to form the overall skeleton of the building, and the joints of the adjacent beam and column frames 3 are resistant to The tensile and torsional strength is better than cast-in-place; Box 2 can be prefabricated in the factory, shipped to the site and assembled into Box 2 on the ground, and then hoisted as a whole, which can reduce manufacturing and transportation costs; fast construction speed and special The construction device 4 can reduce labor intensity and high degree of assembly.
本发明的技术解决方案：装配式盒子建筑1包括外墙1-1、基础1-2、顶板1-3和盒2，设X方向为盒子建筑1的长度方向，Y方向为垂直于长度X的方向，当装配式盒子建筑1为弧形时，则X是弧形装配式盒子建筑1的轮廓弧线或中心弧线，Y方向为所在位置垂直于弧线X的方向；外墙1-1包括X方向布置的横墙1-1X和Y方向布置的纵墙1-1Y，盒2包括盒顶2-1、盒侧墙2-2、盒底2-3、盒端墙2-4和梁柱框3，盒侧墙2-2在高度方向位于盒顶2-1和盒底2-3之间，盒2的长度Y方向垂直于装配式盒子建筑1的长度X方向，梁柱框3位于盒顶2-1和盒底2-3长度方向的两端，盒2在装配式盒子建筑1中的空间布置包括在X方向和高度方向是间隔错开排列的布置；盒2的内部空腔形成了房间A，即房间A为所在位置有盒2的房间，房间B为所在位置没有盒2的房间，房间B包括房间B1，房间B1为相邻上下左右四个盒2围成的空间，即形成房间B1的四个盒2是间隔错开排列角部相连的四个盒2，也就是房间B1为相邻上下左右四个房间均为房间A；梁柱框3包括顶梁3-1、底梁3-2和柱3-3，梁柱框3的外侧包括相邻房间B的横墙1-1X，梁柱框3的内侧包括盒端墙2-4，顶梁3-1是盒顶2-1的端部组成部分，包括盒外顶梁3-1-1和/或盒内顶梁3-1-2，盒外顶梁3-1-1是相邻上层房间B的横墙1-1X的下部，盒内顶梁3-1-2是盒端墙2-4的上部，底梁3-2是盒底2-3的端部组成部分，包括盒外底梁3-2-1和/或盒内底梁3-2-2，盒外底梁3-2-1是相邻下层房间B的横墙1-1X的上部，盒内底梁3-2-2是盒端墙2-4的下部，柱3-3是盒侧墙2-2的端部组成 部分，包括盒外柱3-3-1和/或盒内柱3-3-2，盒外柱3-3-1是水平相邻房间B的横墙1-1X的侧部，盒内柱3-3-2是盒端墙2-4的侧部，当施工完成后，水平相邻的顶梁3-1和底梁3-2连接成一体后形成了建筑1X方向的梁，上下相邻的柱3-3连接成一体后形成了建筑1高度方向的柱。The technical solution of the present invention: the prefabricated box building 1 includes an outer wall 1-1, a foundation 1-2, a top plate 1-3, and a box 2, and the X direction is the length direction of the box building 1, and the Y direction is perpendicular to the length X When the prefabricated box building 1 is arc-shaped, X is the outline arc or central arc of the arc-shaped prefabricated box building 1, and the Y direction is the direction where the position is perpendicular to the arc X; the outer wall 1- 1 includes a horizontal wall 1-1X in the X direction and a vertical wall 1-1Y in the Y direction. The box 2 includes a box top 2-1, a box side wall 2-2, a box bottom 2-3, and a box end wall 2-4. And beam-column frame 3, the side wall 2-2 of the box is located between the top 2-1 and the bottom 2-3 of the box in the height direction, and the length Y of the box 2 is perpendicular to the length X of the fabricated box building 1 Box 3 is located at both ends of the box top 2-1 and box bottom 2-3 in the length direction. The spatial arrangement of box 2 in the assembled box building 1 includes an arrangement that is staggered in the X direction and the height direction; the interior of box 2 The cavity forms room A, that is, room A is a room with box 2 at its location, room B is a room without box 2 at its location, room B includes room B1, and room B1 is surrounded by four boxes 2 adjacent to the top, bottom, and left. air The four boxes 2 forming the room B1 are the four boxes 2 connected at staggered corners, that is, the room B1 is adjacent to the upper, lower, left, and right four rooms are the rooms A; the beam frame 3 includes the top beam 3- 1. The bottom beam 3-2 and the column 3-3. The outside of the beam-column frame 3 includes the transverse wall 1-1X of the adjacent room B, the inside of the beam-column frame 3 includes the box end wall 2-4, and the top beam 3-1. It is the end part of the box top 2-1, including the box top beam 3-1-1 and / or the box top beam 3-1-2, and the box top beam 3-1-1 is the adjacent upper room B The lower part of the horizontal wall 1-1X, the top beam in the box 3-1-2 is the upper part of the end wall 2-4 of the box, and the bottom beam 3-2 is the end part of the bottom of the box 2-3, including the bottom beam of the box 3-2-1 and / or box bottom beam 3-2-2, box bottom beam 3-2-1 is the upper part of the cross wall 1-1X of the adjacent lower room B, and box bottom beam 3-2- 2 is the lower part of the box end wall 2-4, column 3-3 is the end component of the box side wall 2-2, including the box outer column 3-3-1 and / or the box inner column 3-3-2, the box The outer column 3-3-1 is the side of the horizontal wall 1-1X of the horizontally adjacent room B, and the inner column 3-3-2 is the side of the end wall 2-4 of the box. When the construction is completed, the horizontal adjacent The top beam 3-1 and the bottom beam 3-2 are connected to form a beam in the 1X direction of the building. 3-3 after the adjacent column are formed integrally connecting the column 1 in the height direction of the building.
本发明的优点：装配式盒子建筑1中的盒2是间隔错开排列布置的，同一层相邻房间的地面高度是一致的；房间盒2构件的质量好，抗震性能好，施工速度快，配合专用的施工装置4可降低劳动强度，装配化程度高。Advantages of the present invention: The boxes 2 in the prefabricated box building 1 are arranged at staggered intervals, and the ground heights of adjacent rooms on the same floor are consistent; the components of the room box 2 have good quality, good seismic performance, fast construction speed, and coordination The special construction device 4 can reduce labor intensity and high degree of assembly.
附图说明BRIEF DESCRIPTION OF THE DRAWINGS
图1是组成装配式建筑1的外墙1-1、基础1-2、顶板1-3和盒2的结构示意图，也是外墙横墙1-1X和纵墙1-1Y的结构示意图，也是盒2的房间为房间A的结构示意图，也是相邻上下左右四个盒2围成的空间为房间B1的结构；FIG. 1 is a structural schematic diagram of an external wall 1-1, a foundation 1-2, a roof 1-3, and a box 2 constituting a prefabricated building 1. It is also a structural schematic diagram of an external wall 1-1X and a vertical wall 1-1Y. The room of box 2 is a structural diagram of room A, and the space surrounded by the four boxes 2 adjacent to the top, bottom, left, and right is the structure of room B1;
图2是由盒顶2-1、盒侧墙2-2、盒底2-3、盒端墙2-4和两端的梁柱框3组成的盒2的结构示意图，也是由顶梁3-1、底梁3-2和柱3-3组成的梁柱框3的结构示意图；FIG. 2 is a structural schematic diagram of a box 2 composed of a box top 2-1, a box side wall 2-2, a box bottom 2-3, a box end wall 2-4, and beam and column frames 3 at both ends, and also a top beam 3- 1. Structural diagram of the beam-column frame 3 consisting of the bottom beam 3-2 and the column 3-3;
图3是图2的A向视图，也是由盒外顶梁3-1-1和盒内顶梁3-1-2组成的顶梁3-1的结构示意图，也是盒外底梁3-2-1和盒内底梁3-2-2的结构示意图，也是盒外柱3-3-1和盒内柱3-3-2的结构示意图；FIG. 3 is a view in the direction of the arrow A in FIG. 2, and is also a structural diagram of a top beam 3-1 composed of a box top beam 3-1-1 and a box top beam 3-1-2, and also a box bottom beam 3-2 -1 and the structure of the bottom beam 3-2-2 of the box, and also the structure of the outer column 3-3-1 and the inner column of the box 3-3-2;
图4是图3的B-B视图，也是盒2的结构示意图；FIG. 4 is a B-B view of FIG. 3 and is a schematic structural diagram of the box 2;
图5是盒外顶梁3-1-1、盒外底梁3-2-1和盒外柱3-3-1分别组成相邻房间B1横墙1-1X的组成部分的结构示意图，也是单个盒A内的盒内顶梁3-1-2、盒内底梁3-2-2和盒内柱3-3-2是盒端墙2-4的组成部分的结构示意图；FIG. 5 is a structural schematic diagram of the components of the box top beam 3-1-1, the box bottom beam 3-2-1, and the box outer column 3-3-1 respectively constituting the adjacent room B1 horizontal wall 1-1X. The box top beam 3-1-2, box bottom beam 3-2-2, and box column 3-3-2 in a single box A are structural diagrams of the components of the box end wall 2-4;
图6是左边的装配式盒子建筑1是建筑一部分的结构示意图，也是右边的盒2的长度Y方向平行于装配式盒子建筑1的长度X方向的结构示意图；FIG. 6 is a structural schematic diagram of the left-hand assembled box building 1 as a part of the building, and also a structural schematic diagram of the length Y direction of the right-hand box 2 parallel to the length X direction of the assembled box building 1;
图7是图6的A向视图，也是盒2在建筑11中的结构示意图；FIG. 7 is a view from arrow A in FIG. 6, and is also a schematic structural diagram of the box 2 in the building 11;
图8是由盒2组成的盒子建筑1为弧形的结构示意图，也是X为弧形装配式盒子建筑1的轮廓弧线或中心弧线，Y方向为所在位置垂直于弧线X的方向的结构示意图；FIG. 8 is a schematic diagram of the arc structure of the box building 1 composed of the box 2. It is also X is the outline arc or the center arc of the arc-shaped assembled box building 1, and the Y direction is the direction where the position is perpendicular to the arc X. Schematic;
图9是房间mnA位置的盒2的上下左右无盒2的结构示意图，也是房间mnA的四角与分别位于房间m+1n-1A、房间m+1n+1A、房间m-1n-1A和房间m-1n+1A的盒2角部相连的结构示意图，也是盒2外部四角既有斜面又有缺口的对接，通过螺栓13连接、二次灌浆密封保证对角盒2间的连接强度；FIG. 9 is a schematic structural diagram of the box 2 at the position of the room mnA without the box 2 and the four corners of the room mnA and the rooms m + 1n-1A, the room m + 1n + 1A, the room m-1n-1A, and the room m, respectively. -1n + 1A is a schematic structural diagram of the connection of the corners of box 2 and is also the docking of the outer four corners of box 2 with both bevels and gaps. The connection strength between the diagonal boxes 2 is ensured by bolts 13 and secondary grouting;
图10是第m层第n排的房间mn为所在位置无盒2的房间mnB的结构示意图；FIG. 10 is a schematic structural diagram of the room mn in the n-th row of the m-th floor, which is the room mnB without the box 2;
图11是房间m-1nA的梁柱框3与间隔错开排列的房间mn-1A、房间mn+1A的梁柱框3是交错嵌入固连的结构示意图；FIG. 11 is a structural schematic diagram of the beam-column frame 3 of the room m-1nA and the beam-column frame 3 of the room mn-1A and the room mn + 1A staggered and staggered;
图12是盒2外部四角通过斜面与四角的盒2通过螺栓13和堵头14相连接的结构示意图；FIG. 12 is a schematic structural diagram of the outer four corners of the box 2 connected to the four corners of the box 2 through bolts 13 and plugs 14 through inclined surfaces;
图13是端房间B2、顶房间B3、底房间B4、底端房间B5和顶端房间B6的结构示意图；13 is a schematic structural diagram of an end room B2, a top room B3, a bottom room B4, a bottom end room B5, and a top room B6;
图14是整体结构的盒2或工厂将各模块预制好现场装配的盒2，整体吊装的结构示意图，也是组成的施工装置4的立柱装置5、轨道装置6、行走起重装置7、立柱支撑装置8、框架锁定装置9和吊装架10的结构示意图；FIG. 14 is a box 2 of an overall structure or a box 2 assembled on site by a factory to prefabricate each module. The structure of the entire hoisting structure is also a column device 5, a track device 6, a walking lifting device 7, and a column support of the construction device 4. Structure diagram of the device 8, the frame locking device 9 and the lifting frame 10;
图15是图14的Ⅰ局部放大视图，也是组成立柱支撑装置8的立柱支撑块8-1、立柱升降装置8-2和支撑块锁定装置8-3的结构示意图；FIG. 15 is a partial enlarged view of FIG. 14I, and is also a schematic structural diagram of a column support block 8-1, a column lifting device 8-2, and a support block locking device 8-3, which form a column support device 8;
图16是图14的A-A视图，也是平衡装置12的结构示意图；FIG. 16 is an A-A view of FIG. 14 and is a schematic structural diagram of the balancing device 12;
图17是图16的的Ⅰ局部放大视图，也是长主机架7x-1a上的横向行走轮7x-2在横向轨道6-1-1上运行的结构示意图；FIG. 17 is a partially enlarged view of FIG. 16, and is also a schematic structural diagram of the transverse traveling wheel 7x-2 on the long main frame 7x-1a running on the transverse track 6-1-1;
图18是图14的B-B视图，也是轨道装置6通过框架锁定装置9分别固定在永久立柱5a和临时立柱5b上的结构示意图；FIG. 18 is a B-B view of FIG. 14, and is also a schematic structural diagram of the rail device 6 fixed to the permanent column 5 a and the temporary column 5 b through the frame locking device 9 respectively;
图19是图14的C向视图；FIG. 19 is a view taken in the direction of arrow C of FIG. 14;
图20是组成纵行走装置7y的沿Y方向运行的辅机架7y-1、纵向行走轮7y-2和起重机7y-3的结构示意图；FIG. 20 is a schematic structural diagram of an auxiliary frame 7y-1, a longitudinal traveling wheel 7y-2, and a crane 7y-3, which run in the Y direction, constituting the longitudinal traveling device 7y;
图21是图20的A向视图，组成长主机架7x-1a的长纵向轨道7x-1-1a的结构示意图，也是纵向移动装置7x-2y的结构示意图；FIG. 21 is a view in the direction of the arrow A of FIG. 20, and is a schematic structural diagram of a long longitudinal track 7x-1-1a constituting a long main frame 7x-1a, and also a schematic structural diagram of a longitudinal moving device 7x-2y;
图22是由盒顶2a-1、盒侧墙2a-2、盒底2a-3和梁柱框3a组成的盒模块2a的结构示意图；22 is a schematic structural diagram of a box module 2a composed of a box top 2a-1, a box side wall 2a-2, a box bottom 2a-3, and a beam and column frame 3a;
图23是图22的A向视图，也是梁柱框3a的结构示意图；FIG. 23 is a view in the direction of the arrow A of FIG. 22, and is also a schematic structural diagram of the beam-column frame 3a;
图24是图22的B-B视图，也是组成盒顶2a-1的盒纵梁2a-1-1和上横梁2a-1-2的结构示意图；FIG. 24 is a B-B view of FIG. 22, and is a schematic structural diagram of a box longitudinal beam 2a-1-1 and an upper beam 2a-1-2 constituting a box top 2a-1;
图25是盒顶2a-1、盒底2a-3与梁柱框3a分离后的结构示意图，也是组成盒底2a-3的下横梁2a-3-1的结构示意图；FIG. 25 is a schematic structural diagram of the box top 2a-1, the box bottom 2a-3 and the beam and column frame 3a after separation, and also the structural diagram of the lower beam 2a-3-1 constituting the box bottom 2a-3;
图26是盒模块2a含有阳台模块的结构示意图，也是构件3-4为阳台的结构示意图；FIG. 26 is a schematic structural diagram of a box module 2a containing a balcony module, and also a structural schematic diagram of a balcony for components 3-4;
图27是图26的A向视图；FIG. 27 is an arrow A view of FIG. 26; FIG.
图28是倒U型的上盒21和U型的下盒22还没有合拢成上下盒2b的结构示意图，也是组成盒侧墙2-2的盒侧上墙2-2-1和盒侧下墙2-2-2的结构示意图，也是组成梁柱框3的上梁 柱框31和下梁柱框32的结构示意图；FIG. 28 is a schematic structural diagram of the inverted U-shaped upper box 21 and the U-shaped lower box 22 that have not been folded into the upper and lower boxes 2b, and also the box-side upper wall 2-2-1 and the box-side lower portion constituting the box side wall 2-2 The structural diagram of the wall 2-2-2 is also a structural diagram of the upper beam column frame 31 and the lower beam column frame 32 constituting the beam column frame 3;
图29是图28的A向视图；FIG. 29 is a view from arrow A of FIG. 28; FIG.
图30是梁柱框3位于横基础1-2X正上方的结构示意图，也是梁柱框3外侧的构件3-4为阳台的结构示意图；FIG. 30 is a structural schematic diagram of the beam-column frame 3 located directly above the horizontal foundation 1-2X, and also a structural diagram of a member 3-4 outside the beam-column frame 3 as a balcony;
图31是图30的A-A视图，也是横基础1-2X和纵基础1-2Y的结构示意图；FIG. 31 is an A-A view of FIG. 30, and is a schematic structural diagram of a horizontal foundation 1-2X and a vertical foundation 1-2Y;
图32是组成施工装置4的立柱装置5、轨道装置6、长行走起重装置7a、立柱支撑装置8、框架锁定装置9和吊装架10的结构示意图，也是立柱装置5的立柱5-1和连接件5-2的结构示意图；FIG. 32 is a structural schematic diagram of the column device 5, the track device 6, the long walking lifting device 7a, the column support device 8, the frame locking device 9, and the lifting frame 10 constituting the construction device 4, and also the columns 5-1 and 5 of the column device 5. Structural diagram of the connector 5-2;
图33是图32的A-A向视图，也是起重机7y-3通过吊装架10在长行走起重装置7a的悬臂端吊起盒2的结构示意图；FIG. 33 is an A-A arrow view of FIG. 32, and is also a schematic structural diagram of the crane 7y-3 lifting the box 2 at the cantilever end of the long walking lifting device 7a through the hoisting frame 10;
图34是图32的B向旋转视图，也是组成轨道装置6的轨道框架6-1和导向接口装置6-2的结构示意图，也是组成纵行走装置7y的沿Y方向运行的辅机架7y-1、纵向行走轮7y-2和起重机7y-3的结构示意图；FIG. 34 is a view in the direction of rotation B in FIG. 32, and is also a schematic structural diagram of the track frame 6-1 and the guide interface device 6-2 constituting the track device 6. It is also an auxiliary frame 7y- which runs in the Y direction to constitute the longitudinal travel device 7y. 1. Schematic diagram of the structure of the longitudinal traveling wheel 7y-2 and the crane 7y-3;
图35是完成装配式盒子建筑1全部施工拆除施工装置4后的结构示意图，也是装配式盒子建筑1的通过永久立柱5a和钢结构件1-4相连成一体的结构示意图；FIG. 35 is a schematic structural view of the assembled box building 1 after the construction device 4 is removed and the construction device 4 is completed, and it is also a schematic structural diagram of the assembled box building 1 connected to the steel structural members 1-4 through permanent columns 5a;
图36是组成施工装置4的立柱装置5、轨道装置6、短行走起重装置7b、立柱支撑装置8、框架锁定装置9和吊装架10的结构示意图，也是短行走起重装置7b在装配式盒子建筑1的两端吊横墙1-1X的结构示意图；FIG. 36 is a structural schematic diagram of a column device 5, a track device 6, a short walking lifting device 7b, a column supporting device 8, a frame locking device 9 and a hoisting frame 10 constituting the construction device 4, which is also an assembly type of the short walking lifting device 7b. Structural diagram of 1-1X horizontal wall hanging at both ends of box building 1;
图37是图36的A-A视图，也是短行走起重装置7b在两横向轨道6-1-1内部运行的结构示意图,也是组成短主机架7x-1b的短纵向轨道7x-1-1b的结构示意图；FIG. 37 is an AA view of FIG. 36, and is also a structural schematic diagram of the short walking lifting device 7b running inside the two transverse rails 6-1-1, and also the structure of the short longitudinal rail 7x-1-1b constituting the short main frame 7x-1b. schematic diagram;
图38是图36的B向视图，也是通过框架锁定装置9把轨道框架6-1与永久立柱5a和临时立柱5b连接固定的结构示意图；FIG. 38 is a view in the direction of B in FIG. 36, and is also a structural schematic diagram of connecting and fixing the rail frame 6-1 with the permanent column 5 a and the temporary column 5 b through the frame locking device 9;
图39是起重机7y-3在辅机架7y-1上沿横向运行的结构示意图；FIG. 39 is a structural schematic diagram of the crane 7y-3 running in the lateral direction on the auxiliary frame 7y-1;
图40是图39的A向视图，也是组成短主机架7x-1b的短纵向轨道7x-1-1b的结构示意图；FIG. 40 is a view in the direction of the arrow A of FIG. 39, and is also a schematic structural diagram of a short longitudinal track 7x-1-1b constituting a short main frame 7x-1b;
图41是轨道装置6通过立柱支撑装置8和框架锁定装置9实现在临时立柱5b上升降的结构示意图，也是轨道装置6通过框架锁定装置9固定在永久立柱5a上的结构示意图；FIG. 41 is a schematic structural diagram of the track device 6 lifting up and down on the temporary column 5b through the column support device 8 and the frame locking device 9, and also a structure schematic diagram of the track device 6 fixed on the permanent column 5a through the frame locking device 9;
图42是图41的A-A视图，也是组成立柱支撑装置8的立柱支撑块8-1、立柱升降装置8-2和支撑块锁定装置8-3的结构示意图；FIG. 42 is an A-A view of FIG. 41, and is also a schematic structural diagram of a column support block 8-1, a column lifting device 8-2, and a support block locking device 8-3 that form a column support device 8;
图43是图41的B向旋转视图；FIG. 43 is a B-directional rotation view of FIG. 41; FIG.
图44是图41的C-C视图；Fig. 44 is a C-C view of Fig. 41;
图45是图44的Ⅰ局部放大视图，也是组成轨道装置6的导向接口装置6-2的结构示意图；FIG. 45 is a partially enlarged view of FIG. 44I, and is also a schematic structural diagram of a guide interface device 6-2 constituting the track device 6;
图中的1是装配式盒子建筑，包括外墙1-1、基础1-2、顶板1-3和盒2；1-1是外墙，包括横墙1-1X和纵墙1-1Y；1-1X是X方向布置的横墙；1-1Y是Y方向布置的纵墙；1-2是基础，包括横基础1-2X和纵基础1-2Y；1-2X是Y方向两侧的沿X方向布置的横基础；1-2Y是X方向两侧的沿Y方向布置的纵基础；1-3是顶板；1-4是钢结构件；2是盒，包括盒顶2-1、盒侧墙2-2、盒底2-3、盒端墙2-4和梁柱框3；2-1是盒顶；2-2是盒侧墙；2-3是盒底；2-4是盒端墙；3是梁柱框，包括顶梁3-1、底梁3-2和柱3-3；3-1是顶梁，也是盒顶2-1的端部组成部分，包括盒外顶梁3-1-1和盒内顶梁3-1-2；3-2是底梁，也是盒底2-3的端部组成部分，包括盒外底梁3-2-1和盒内底梁3-2-2；3-2-1是盒外底梁；3-2-2是盒内底梁；3-3是柱，也是盒侧墙2-2的端部组成部分，包括盒外柱3-3-1和盒内柱3-3-2；3-3-1是盒外柱；3-3-2是盒内柱；2a是盒模块，包括盒顶2a-1、盒侧墙2a-2、盒底2a-3和梁柱框3a；2a-1是倒扣的盒状的盒顶，包括盒纵梁2a-1-1和上横梁2a-1-2；2a-1-1是Y方向的盒纵梁；2a-1-2是伸进梁柱框3a顶部凹处X方向的上横梁；2a-2是盒侧墙；2a-3是盒底，包括下横梁2a-3-1；2a-3-1是伸进梁柱框3a底部中间凹处的下横梁；3a是梁柱框；3a-3-1是梁柱框3a的盒外柱；3a-1-1是梁柱框3a的盒外顶梁；2b是上下盒，分上盒21和下盒22；21是倒U型的上盒，包括盒顶2-1、盒侧上墙2-2-1和上梁柱框31；22是U型的下盒，包括盒侧下墙2-2-2、盒底2-3和下梁柱框32；2-2-1是盒侧上墙；2-2-2是盒侧下墙；31是上梁柱框；32是下梁柱框；3-4是梁柱框3在盒2长度方向外侧的构件，是阳台或飘窗；4是施工装置，包括立柱装置5、轨道装置6、行走起重装置7、立柱支撑装置8、框架锁定装置9和吊装架10；5是立柱装置，包括立柱5-1和连接件5-2；5-1是立柱；5-2是连接件；5a是永久立柱；5b是临时立柱；6是轨道装置，包括轨道框架6-1和导向接口装置6-2；6-1是轨道框架；6-1-1是两横向轨道；6-2是导向接口装置；7是行走起重装置，包括横行走装置7x和纵行走装置7y；横行走装置7x包括沿X方向运行的主机架7x-1和横向行走轮7x-2；7x-1是主机架；7x-2是横向行走轮；7x-2y是纵向移动装置，即通过纵向移动装置7x-2y在主机架7x-1上沿Y方向的移动，7y是纵行走装置，包括沿Y方向运行的辅机架7y-1、纵向行走轮7y-2和起重机7y-3；7y-1是沿Y方向运行的辅机架；7y-2是纵向行走轮；7y-3是起重机；7x-1-1是纵向轨道，包括长纵向轨道7x-1-1a和短纵向轨道7x-1-1b；7x-1-1a是Y方向伸出两横向轨道6-1-1的长纵向轨道；7x-1-1b是不伸出两横向轨道6-1-1的短纵向轨道；7a是长行走起重装置；7b是短行走起重装 置；7x-1a是长主机架；7x-1b是短主机架；8是立柱支撑装置，包括立柱支撑块8-1、立柱升降装置8-2和支撑块锁定装置8-3；8-1是立柱支撑块；8-2是立柱升降装置；8-3是支撑块锁定装置；9是框架锁定装置；10是吊装架；11是现浇、预制板式或者钢结构的建筑；12是平衡装置；13是盒2之间连接固定螺栓；14是螺栓13配套使用的堵头；A是盒2内部空腔形成的房间；B1是相邻上下左右四个盒2围成的空间；B2是角部相连的相邻三个盒子模块2和纵墙1-1Y围成的空间形成的端房间；B2-1是位于装配式盒子建筑1的两端房间；B3是角部相连的相邻三个盒2和顶板1-3围成的空间形成的顶房间；B4是角部相连的相邻三个盒2和基础1-2的顶围成的空间形成的底房间；B5是角部相连的相邻两个盒2、基础1-2的顶和纵墙1-1Y围成的空间形成的底端房间；B5-1是位于装配式盒子建筑1底层的两端的底层端房间；B6是角部相连的相邻两个盒2、顶板1-3和纵墙板1-1Y围成的空间形成的顶端房间；B6-1是位于装配式盒子建筑1顶层的两端的顶层端房间。1 in the figure is a prefabricated box building, including an external wall 1-1, a foundation 1-2, a roof 1-3, and a box 2; 1-1 is an external wall, including a horizontal wall 1-1X and a vertical wall 1-1Y; 1-1X is the horizontal wall arranged in the X direction; 1-1Y is the vertical wall arranged in the Y direction; 1-2 is the foundation, including the horizontal foundation 1-2X and the vertical foundation 1-2Y; 1-2X is on both sides of the Y direction A horizontal foundation arranged along the X direction; 1-2Y is a longitudinal foundation arranged along the Y direction on both sides of the X direction; 1-3 is a top plate; 1-4 is a steel structure; 2 is a box, including a box top 2-1, Box side wall 2-2, box bottom 2-3, box end wall 2-4, and beam frame 3; 2-1 is the box top; 2-2 is the box side wall; 2-3 is the box bottom; 2-4 Is the end wall of the box; 3 is the beam-column frame, including the top beam 3-1, the bottom beam 3-2, and the column 3-3; 3-1 is the top beam, which is also an end component of the box top 2-1, including the box Outer top beam 3-1-1 and box inner top beam 3-1-2; 3-2 is the bottom beam and also the end component of the box bottom 2-3, including the box outer bottom beam 3-2-1 and the box The inner bottom beam 3-2-2; 3-2-1 is the outer bottom beam of the box; 3-2-2 is the inner bottom beam of the box; 3-3 is the column, and it is also an end component of the side wall 2-2 of the box. Including box outer column 3-3-1 and box inner column 3-3-2; 3-3-1 is box outer column; 3-3-2 is box inner column; 2a is box module, package Box top 2a-1, box side wall 2a-2, box bottom 2a-3, and beam and column frame 3a; 2a-1 is an inverted box-shaped box top, including box side members 2a-1-1 and upper beam 2a -2; 2a-1-1 is the box longitudinal beam in the Y direction; 2a-1-2 is the upper beam protruding in the X direction into the top recess of the beam column frame 3a; 2a-2 is the side wall of the box; 2a-3 Is the bottom of the box, including the lower beam 2a-3-1; 2a-3-1 is the lower beam protruding into the middle recess of the bottom of the beam and column frame 3a; 3a is the beam and column frame; 3a-3-1 is the beam and column frame 3a The outer box of the box; 3a-1-1 is the top box of the beam-column frame 3a; 2b is the upper and lower boxes, divided into the upper box 21 and the lower box 22; 21 is an inverted U-shaped upper box, including the box top 2-1, Box-side upper wall 2-2-1 and upper beam column frame 31; 22 is a U-shaped lower box, including box-side lower wall 2-2-2, box bottom 2-3, and lower beam column frame 32; 2-2 -1 is the box-side upper wall; 2-2-2 is the box-side lower wall; 31 is the upper beam column frame; 32 is the lower beam column frame; 3-4 is the member of the beam-column frame 3 outside the length direction of the box 2, It is a balcony or bay window; 4 is a construction device, including a column device 5, a track device 6, a walking lifting device 7, a column support device 8, a frame locking device 9 and a lifting frame 10; 5 is a column device, including a column 5-1 And connector 5-2; 5-1 is the upright; 5-2 is 5a is a permanent column; 5b is a temporary column; 6 is a track device, including a track frame 6-1 and a guide interface device 6-2; 6-1 is a track frame; 6-1-1 is two lateral tracks; 6 -2 is a guide interface device; 7 is a walking lifting device, including a horizontal walking device 7x and a vertical walking device 7y; the horizontal walking device 7x includes a main frame 7x-1 and a horizontal walking wheel 7x-2 running in the X direction; 7x- 1 is the main frame; 7x-2 is the horizontal walking wheel; 7x-2y is the vertical moving device, that is, the vertical moving device 7x-2y moves in the Y direction on the main frame 7x-1, and 7y is the vertical walking device, including along the Auxiliary frame 7y-1, longitudinal traveling wheel 7y-2, and crane 7y-3 running in the Y direction; 7y-1 is an auxiliary frame traveling in the Y direction; 7y-2 is a longitudinal traveling wheel; 7y-3 is a crane; 7x-1-1 is a vertical orbit, including a long vertical orbit 7x-1-1a and a short vertical orbit 7x-1-1b; 7x-1-1a is a long vertical orbit extending out of two horizontal orbits 6-1-1 in the Y direction ; 7x-1-1b is a short longitudinal track that does not extend two transverse rails 6-1-1; 7a is a long walking lifting device; 7b is a short walking lifting device; 7x-1a is a long main frame; 7x-1b Is a short main frame; 8 is a pillar support Installation, including column support block 8-1, column lifting device 8-2 and support block locking device 8-3; 8-1 is a column support block; 8-2 is a column lifting device; 8-3 is a support block locking device; 9 is a frame locking device; 10 is a lifting frame; 11 is a cast-in-place, prefabricated plate or steel structure building; 12 is a balancing device; 13 is a fixing bolt connected between the boxes 2; 14 is a plug for supporting the bolt 13; A Is the room formed by the internal cavity of box 2; B1 is the space surrounded by four boxes 2 adjacent to the top, bottom, left and right; B2 is the space formed by the adjacent three box modules 2 connected at the corners and the vertical wall 1-1Y End room; B2-1 is located at both ends of prefabricated box building 1; B3 is the top room formed by the space surrounded by three adjacent boxes 2 and the roof 1-3; B4 is connected by the corners The bottom room formed by the space surrounded by three adjacent boxes 2 and the top of the foundation 1-2; B5 is formed by the adjacent two boxes 2, the top of the foundation 1-2 and the vertical wall 1-1Y connected at the corners. The bottom room formed by the space; B5-1 is the bottom room located at both ends of the first floor of the prefabricated box building 1; B6 is the two adjacent boxes 2, the top plate 1-3 and the vertical wall connected at the corners 1-1Y top of the space enclosed room is formed; B6-1 both ends of the top layer is fabricated a top end of the box construction room.
具体实施方式Detailed ways
装配式盒子建筑1包括外墙1-1、基础1-2、顶板1-3和盒2，设X方向为盒子建筑1的长度方向，Y方向为垂直于长度X的方向，当装配式盒子建筑1为弧形时，则X是弧形装配式盒子建筑1的轮廓弧线或中心弧线，Y方向为所在位置垂直于弧线X的方向；外墙1-1包括X方向布置的横墙1-1X和Y方向布置的纵墙1-1Y，盒2包括盒顶2-1、盒侧墙2-2、盒底2-3、盒端墙2-4和梁柱框3，盒侧墙2-2在高度方向位于盒顶2-1和盒底2-3之间，盒2的长度Y方向垂直于装配式盒子建筑1的长度X方向，梁柱框3位于盒顶2-1和盒底2-3长度方向的两端，盒2在装配式盒子建筑1中的空间布置包括在X方向和高度方向是间隔错开排列的布置；盒2的内部空腔形成了房间A，即房间A为所在位置有盒2的房间，房间B为所在位置没有盒2的房间，房间B包括房间B1，房间B1为相邻上下左右四个盒2围成的空间，即形成房间B1的四个盒2是间隔错开排列角部相连的四个盒2，也就是房间B1为相邻上下左右四个房间均为房间A；梁柱框3包括顶梁3-1、底梁3-2和柱3-3，梁柱框3的外侧包括相邻房间B的横墙1-1X，梁柱框3的内侧包括盒端墙2-4，顶梁3-1是盒顶2-1的端部组成部分，包括盒外顶梁3-1-1和/或盒内顶梁3-1-2，盒外顶梁3-1-1是相邻上层房间B的横墙1-1X的下部，盒内顶梁3-1-2是盒端墙2-4的上部，底梁3-2是盒底2-3的端部组成部分，包括盒外底梁3-2-1或盒内底梁3-2-2，盒外底梁3-2-1是相邻下层房间B的横墙1-1X的上部，盒内底梁3-2-2是盒端墙2-4的下部，柱3-3是盒侧墙2-2的端部组成部分，包括盒外柱3-3-1和/或盒内柱3-3-2，盒外柱3-3-1是水平相邻房间B的横墙1-1X的侧部，盒内柱3-3-2是盒端墙2-4的侧部，当施工完成后，水平相邻的顶梁3-1和底梁3-2连接成一体后形成了建筑1 X方向的梁，上下相邻的柱3-3连接成一体后形成了建筑1高度方向的柱。 Prefabricated box building 1 includes exterior wall 1-1, foundation 1-2, roof 1-3 and box 2. Let X direction be the length direction of box building 1 and Y direction be perpendicular to the length X direction. When building 1 is curved, X is the outline arc or central arc of arc-shaped assembled box building 1, and the Y direction is the direction where the position is perpendicular to the arc X; the outer wall 1-1 includes the horizontal arrangement of the X direction. The vertical wall 1-1Y arranged in the wall 1-1X and Y direction, the box 2 includes the box top 2-1, the box side wall 2-2, the box bottom 2-3, the box end wall 2-4, and the beam and column frame 3, the box The side wall 2-2 is located between the box top 2-1 and the box bottom 2-3 in the height direction, the length Y direction of the box 2 is perpendicular to the length X direction of the prefabricated box building 1, and the beam column frame 3 is located at the box top 2- 1 and the two ends of the box bottom 2-3 in the length direction, the spatial arrangement of box 2 in the assembled box building 1 includes an arrangement that is staggered in the X direction and the height direction; the internal cavity of box 2 forms room A, That is, room A is a room with box 2 in its location, room B is a room without box 2 in its location, room B includes room B1, and room B1 is a space surrounded by four boxes 2 adjacent to each other, that is, room B1. Four 2 is the four boxes 2 connected at staggered corners, that is, room B1 is adjacent to the upper, lower, left, and right four rooms are room A; the beam and column frame 3 includes the top beam 3-1, the bottom beam 3-2, and the column 3 -3, the outside of the beam-column frame 3 includes the transverse wall 1-1X of the adjacent room B, the inside of the beam-column frame 3 includes the box end wall 2-4, and the top beam 3-1 is the end of the box top 2-1 Part, including the box top beam 3-1-1 and / or the box top beam 3-1-2, the box top beam 3-1-1 is the lower part of the cross wall 1-1X of the adjacent upper room B, the box The inner top beam 3-1-2 is the upper part of the box end wall 2-4, and the bottom beam 3-2 is the end component of the box bottom 2-3, including the box outer bottom beam 3-2-1 or the box inner bottom beam 3-2-2, the bottom beam of the box 3-2-1 is the upper part of the transverse wall 1-1X of the adjacent lower room B, the bottom beam of the box 3-2-2 is the lower part of the box end wall 2-4, the column 3-3 is the end part of the box side wall 2-2, including the box outer column 3-3-1 and / or the box inner column 3-3-2, the box outer column 3-3-1 is a horizontally adjacent room The side of B's cross wall 1-1X, the inner column 3-3-2 of the box is the side of the end wall 2-4 of the box. When the construction is completed, the horizontally adjacent top beam 3-1 and bottom beam 3-2 After the connection, the beam in the X direction of the building 1 is formed, and the adjacent columns 3-3 are connected into one. Column 1 is formed in the height direction of the building.
所述的装配式盒子建筑1包括房间A和房间B，设第m层第n排的房间mn为有盒2的房间mnA，则位于房间mnA位置的盒2的上下左右无盒2，此盒2的四角与分别位于房间m+1n-1、房间m+1n+1、房间m-1n-1和房间m-1n+1的盒2的角部相连；设第m层第n排的房间mn为所在位置无盒2的房间mnB，即房间mnB的顶面是位于房间m+1n的盒2中的盒底2-3的下平面，房间mnB的地面是位于房间m-1n的盒2中的盒顶2-1的上平面，房间mnB的两侧墙面分别是位于房间mn-1和房间mn+1的盒2中盒的侧墙2-2的外壁，即盒侧墙2-2的内外壁分别是两相邻房间的内壁；当房间mn要求与相邻房间的地面高度相等时，则房间mn为房间mnA时，位于房间mnA的盒2中的盒底2-3的上平面，与分别位于房间m-1n-1和房间m-1n+1的盒2中的盒顶2-1的上平面平；房间mn为房间mnB时，位于房间m-1n的盒2中的盒顶2-1的上平面，与分别位于房间mn-1和房间mn+1的盒2中的盒底2-3的上平面平；即对角线方向相邻的盒2安装相连成一体时，盒2中的盒顶2-1的上平面与上一层角部相连的两盒2中的盒底2-3的上平面平，盒2中的盒底2-3的上平面与下一层角部相连的两盒2中的盒顶2-1的上平面平，盒2外部四角包括斜面、间隔排列的缺口和既有斜面又有缺口的三种结构。The prefabricated box building 1 includes a room A and a room B. Let the room mn on the mth and nth rows be the room mnA with the box 2. The box 2 located at the position of the room mnA has no box 2, and this box The four corners of 2 are connected to the corners of box 2 which are located in room m + 1n-1, room m + 1n + 1, room m-1n-1, and room m-1n + 1; mn is the room mnB without box 2 at the location, that is, the top surface of the room mnB is the lower plane of the bottom 2-3 of the box 2 in the room m + 1n, and the floor of the room mnB is the box 2 in the room m-1n The upper plane of the box top 2-1 in the middle, the two walls of the room mnB are the outer walls of the side wall 2-2 of the box in the box 2 in the room mn-1 and the room mn + 1, namely the box side wall 2- The inner and outer walls of 2 are the inner walls of two adjacent rooms respectively; when the room mn is required to be equal to the floor height of the adjacent room, the room mn is the room mnA, and it is located on the bottom 2-3 of the box 2 in the room mnA. The plane is flat with the upper plane of the top 2-1 of the box 2 in the rooms m-1n-1 and m-1n + 1; when the room mn is the room mnB, the The top plane of the box top 2-1 is the same as that of room mn-1 and room mn + 1. The upper plane of the box bottom 2-3 in 2 is flat; that is, when the adjacent boxes 2 in the diagonal direction are connected and integrated, the upper plane of the box top 2-1 in the box 2 is connected to the two corners of the upper layer. The upper plane of the box bottom 2-3 in the box 2 is flat, the upper plane of the box bottom 2-3 in the box 2 is connected to the corner of the next layer, and the upper plane of the box top 2-1 in the two boxes is flat. 2 The outer four corners include three kinds of structures with bevels, gaps arranged at intervals, and both bevels and notches.
所述的装配式盒子建筑1包括若干房间B，角部相连的相邻三个盒子模块2和纵墙1-1Y围成的空间形成了端房间B2，端房间B2包括位于装配式盒子建筑1的两端的两端房间B2-1，角部相连的相邻三个盒2和顶板1-3围成的空间形成了顶房间B3，角部相连的相邻三个盒2和基础1-2的顶围成的空间形成了底房间B4，底房间B4位于装配式盒子建筑1的底层，角部相连的相邻两个盒2、基础1-2的顶和纵墙1-1Y围成的空间形成了底端房间B5，底端房间B5包括位于装配式盒子建筑1底层的两端的底层端房间B5-1，角部相连的相邻两个盒2、顶板1-3和纵墙板1-1Y围成的空间形成了顶端房间B6，房间B6包括位于装配式盒子建筑1顶层的两端的顶层端房间B6-1。The prefabricated box building 1 includes a number of rooms B. The space surrounded by three adjacent box modules 2 at the corners and the vertical wall 1-1Y forms an end room B2. The end room B2 includes a prefabricated box building 1 The space between the two ends of the two rooms B2-1, the three adjacent boxes 2 connected at the corners and the top plate 1-3 forms the top room B3, the three adjacent boxes 2 connected at the corners, and the foundation 1-2 The space enclosed by the top forms the bottom room B4, which is located on the ground floor of the prefabricated box building 1. The two adjacent boxes connected at the corners 2, the top of the foundation 1-2 and the vertical wall 1-1Y The space forms a bottom room B5. The bottom room B5 includes the bottom room B5-1 located at both ends of the first floor of the prefabricated box building 1. The two adjacent boxes 2, the top plate 1-3 and the vertical wall plate 1 are connected at the corners. The space enclosed by -1Y forms the top room B6, which includes the top room B6-1 located at both ends of the top floor of the prefabricated box building 1.
所述的装配式盒子建筑1中盒2的施工，包括A施工法和B施工法：The construction of the box 2 in the prefabricated box building 1 includes the A construction method and the B construction method:
A施工法：盒2是整体结构，在工厂完成制作后，整体运往现场吊装的；A construction method: Box 2 is the overall structure, after the factory is completed, it is shipped to the site for hoisting;
B施工法：盒2是模块结构，在工厂将各模块预制好，运至现场再装配成盒2，其装配包括B1法和B2法：B construction method: Box 2 is a modular structure. Each module is prefabricated in the factory and shipped to the site to be assembled into Box 2. The assembly includes B1 method and B2 method:
B1法：装配成盒模块2后，再整体吊装；Method B1: After assembling into the box module 2, the whole is hoisted;
B2法：将预制好的盒模块2中的各模块，分开吊装直接装配。Method B2: The modules in the prefabricated box module 2 are separately mounted and directly assembled.
所述的装配式盒子建筑1中的盒2包括盒模块2a和上下盒2b两种结构，盒模块2a包 括盒顶2a-1、盒侧墙2a-2、盒底2a-3和梁柱框3a，盒顶2a-1是倒扣的盒状，盒顶2a-1四周下方包括Y方向的盒纵梁2a-1-1和伸进梁柱框3a顶部凹处X方向的上横梁2a-1-2，梁柱框3a顶部凹处X方向的长度等于上横梁2a-1-2的长度，纵梁2a-1-1是盒侧墙2a-2的上部，通过上横梁2a-1-2将梁柱框3a与盒顶2a-1固连成一体；盒底2a-3的两端中间包括伸进梁柱框3a底部中间凹处的下横梁2a-3-1，梁柱框3a底部中间凹处X方向的长度等于下横梁2a-3-1的长度，通过下横梁2a-3-1将梁柱框3a与盒底2a-3固连成一体；梁柱框3a左边或右边的盒外柱3a-3-1的顶部与上一层梁柱框3a盒外底梁3-2-1的右边或左边的底部相连，梁柱框3a左边或右边的盒外柱3a-3-1的底部与上一层梁柱框3a盒外顶梁3a-1-1和/或盒顶2a-1的右边或左边的顶部相连；上下盒2b分上盒21和下盒22，上盒21为倒U型，下盒22为U型，上盒21包括盒顶2-1、盒侧上墙2-2-1和上梁柱框31，下盒22包括盒侧下墙2-2-2、盒底2-3和下梁柱框32，盒侧上墙2-2-1和盒侧下墙2-2-2组成上下盒2b的盒侧墙2-2，上梁柱框31和下梁柱框32组成上下盒2b的梁柱框3。The box 2 in the prefabricated box building 1 includes two structures of a box module 2a and an upper and lower box 2b. The box module 2a includes a box top 2a-1, a box side wall 2a-2, a box bottom 2a-3, and a beam column frame. 3a, the box top 2a-1 is an inverted box shape, and the box top 2a-1 includes the box longitudinal beam 2a-1-1 in the Y direction and the upper beam 2a-1 extending in the X direction of the top recess of the beam frame 3a. -2, the length in the X direction of the top recess of the beam-column frame 3a is equal to the length of the upper beam 2a-1-2, and the longitudinal beam 2a-1-1 is the upper part of the box side wall 2a-2, and passes through the upper beam 2a-1-2 The beam-column frame 3a is fixedly integrated with the box top 2a-1; the middle of the two ends of the box bottom 2a-3 includes the lower beam 2a-3-1 protruding into the middle recess of the bottom of the beam-column frame 3a, and the bottom of the beam-column frame 3a The length in the X direction of the middle recess is equal to the length of the lower beam 2a-3-1. The beam column frame 3a is fixed to the box bottom 2a-3 through the lower beam 2a-3-1. The left or right side of the beam column frame 3a The top of the box outer column 3a-3-1 is connected to the bottom of the right or left side of the box beam bottom frame 3-2-1 of the previous layer beam column frame 3a, and the box outer column 3a-3- on the left or right side of the beam column frame 3a The bottom of 1 is connected with the top or bottom beam 3a-1-1 and / or the top of the box top 2a-1 of the upper beam and column frame 3a; the upper and lower boxes 2 b is divided into an upper box 21 and a lower box 22, the upper box 21 is an inverted U-shape, and the lower box 22 is a U-shape. The upper box 21 includes a box top 2-1, a box-side upper wall 2-2-1, and an upper beam column frame 31 The lower box 22 includes the box-side lower wall 2-2-2, the box bottom 2-3, and the lower beam column frame 32, and the box-side upper wall 2-2-1 and the box-side lower wall 2-2-2 form the upper and lower boxes 2b. The box side wall 2-2, the upper beam column frame 31 and the lower beam column frame 32 constitute the beam column frame 3 of the upper and lower boxes 2b.
所述的基础1-2为墙基时包括Y方向两侧的沿X方向布置的横基础1-2X，盒2中的梁柱框3位于横基础1-2X的正上方，梁柱框3在盒2长度方向的外侧包括构件3-4。When the foundation 1-2 is a wall foundation, it includes a transverse foundation 1-2X arranged along the X direction on both sides of the Y direction. The beam-column frame 3 in the box 2 is located directly above the transverse foundation 1-2X, and the beam-column frame 3 A member 3-4 is included on the outside of the box 2 in the length direction.
所述的装配式盒子建筑1中的盒2在现场是整体吊装的，角部相邻的盒2在安装时，上下相连的柱3-3的承载面是接触无间隙的，其它部位连接面之间的间隙安装结束后通过灌注浆充满缝隙。The box 2 in the prefabricated box building 1 is hoisted as a whole at the site. When the box 2 adjacent to the corner is installed, the bearing surfaces of the columns 3-3 connected up and down are contact-free, and the other parts are connected to the surface. After the gap is installed, the gap is filled by the grout.
所述的装配式盒子建筑1的施工装置4包括立柱装置5、轨道装置6、行走起重装置7、立柱支撑装置8、框架锁定装置9和吊装架10，立柱装置5位于装配式盒子建筑1外，立柱装置5包括立柱5-1和连接件5-2，通过连接件5-2将立柱5-1与装配式盒子建筑1连接成一体，立柱装置5包括永久立柱5a和/或临时立柱5b两种结构，永久立柱5a是装配式盒子建筑1的组成部分，临时立柱5b是需拆除的临时支撑；轨道装置6包括轨道框架6-1和导向接口装置6-2，轨道框架6-1包括沿装配式盒子建筑1长度X方向的横向轨道6-1-1，导向接口装置6-2位于导向装置5处，通过导向接口装置6-2使轨道框架6-1在导向装置5限制的范围内升降，即导向装置5是轨道框架6-1的在X和Y两方向的限位装置，轨道框架6-1中两横向轨道6-1-1在Y方向的距离大于装配式盒子建筑1的宽度；行走起重装置7包括横行走装置7x和纵行走装置7y，横行走装置7x包括沿X方向运行的主机架7x-1和横向行走轮7x-2，横向行走轮7x-2安装在主机架7x-1上，当两横向轨道6-1-1在Y方向的距离不是恒值时，横向行走轮7x-2包括纵向移动装置7x-2y，即通过纵向移动装置7x-2y在主机架7x-1上沿Y方向的移动，使横向行走轮7x-2在Y方向之间的距离等于两横向轨道6-1-1在Y方向的距离， 横向行走轮7x-2在横向轨道6-1-1上运行，行走起重装置7通过横行走装置7x沿X方向运行；纵行走装置7y包括沿Y方向运行的辅机架7y-1、纵向行走轮7y-2和起重机7y-3，纵向行走轮7y-2安装在辅机架7y-1上，起重机7y-3安装在辅机架7y-1上，主机架7x-1包括纵向行走轮7y-2沿Y方向运行的纵向轨道7x-1-1，起重机7y-3通过纵向行走轮7y-2沿Y方向运行，即行走起重装置7通过横行走装置7x和纵行走装置7y实现起重机7y-3携带装配式盒子建筑1的部件沿X和Y两方向的运行；行走起重装置7是在横向轨道6-1-1上方运行的，纵向轨道7x-1-1包括Y方向伸出两横向轨道6-1-1的长纵向轨道7x-1-1a和不伸出两横向轨道6-1-1的短纵向轨道7x-1-1b，对应于长纵向轨道7x-1-1a的行走起重装置7和主机架7x-1为长行走起重装置7a和长主机架7x-1a，对应于短纵向轨道7x-1-1b的行走起重装置7和主机架7x-1为短行走起重装置7b和短主机架7x-1b，长行走起重装置7a将装配式盒子建筑1的模块或部件通过起重机7y-3从装配式盒子建筑1沿X方向或Y方向的外侧吊入轨道框架6-1内进行安装，短行走起重装置7b将装配式盒子建筑1的模块或部件通过起重机7y-3从装配式盒子建筑1X方向的外侧吊入轨道框架6-1内进行安装；立柱支撑装置8包括立柱支撑块8-1、立柱升降装置8-2和支撑块锁定装置8-3，立柱升降装置8-2的一端固定在立柱支撑块8-1上，另一端固定在轨道框架6-1上，支撑块锁定装置8-3固定在立柱支撑块8-1上，支撑块锁定装置8-3与立柱5-1解锁，通过立柱升降装置8-2调节立柱支撑块8-1的高度；框架锁定装置9安装在导向接口装置6-2上，框架锁定装置9动作时将轨道框架6-1固定与立柱5-1固连成一体，当轨道框架6-1要升降时，需打开框架锁定装置9。The construction device 4 of the prefabricated box building 1 includes a column device 5, a track device 6, a walking lifting device 7, a post support device 8, a frame locking device 9, and a lifting frame 10. The post device 5 is located in the prefabricated box building 1. In addition, the column device 5 includes a column 5-1 and a connector 5-2. The column 5-1 is connected to the assembled box building 1 through the connector 5-2. The column device 5 includes a permanent column 5a and / or a temporary column. There are two structures of 5b. The permanent column 5a is a component of the assembled box building 1. The temporary column 5b is a temporary support that needs to be removed. The rail device 6 includes a rail frame 6-1, a guide interface device 6-2, and a rail frame 6-1. Including the transverse track 6-1-1 along the length X direction of the assembled box building 1, the guide interface device 6-2 is located at the guide device 5, and the track frame 6-1 is restricted by the guide device 5 through the guide interface device 6-2. Lifting within the range, that is, the guide device 5 is a limit device of the track frame 6-1 in the X and Y directions. The distance between the two lateral rails 6-1-1 in the track frame 6-1 in the Y direction is greater than the assembled box building. 1 width; walking lifting device 7 includes horizontal walking device 7x and longitudinal Device 7y, transverse walking device 7x includes a main frame 7x-1 and a transverse walking wheel 7x-2 running in the X direction. The transverse walking wheel 7x-2 is installed on the main frame 7x-1. When the distance in the Y direction is not a constant value, the transverse walking wheel 7x-2 includes a longitudinal moving device 7x-2y, that is, the longitudinal traveling device 7x-2y moves in the Y direction on the main frame 7x-1 to make the transverse walking wheel 7x The distance between -2 in the Y direction is equal to the distance between the two transverse rails 6-1-1 in the Y direction. The transverse walking wheel 7x-2 runs on the transverse rail 6-1-1. The walking lifting device 7 passes the transverse walking device. 7x runs in the X direction; the longitudinal walking device 7y includes an auxiliary frame 7y-1, a longitudinal walking wheel 7y-2, and a crane 7y-3 running in the Y direction. The longitudinal walking wheel 7y-2 is installed on the auxiliary frame 7y-1. The crane 7y-3 is installed on the auxiliary frame 7y-1. The main frame 7x-1 includes a longitudinal traveling wheel 7y-2 and a longitudinal track 7x-1-1 running in the Y direction. The crane 7y-3 passes the longitudinal traveling wheel 7y- 2 Running in the Y direction, that is, the walking lifting device 7 realizes the movement of the components of the assembled box construction 1 in the X and Y directions by the crane 7y-3 through the horizontal walking device 7x and the vertical walking device 7y; The walking hoisting device 7 runs above the transverse track 6-1-1. The longitudinal track 7x-1-1 includes a long longitudinal track 7x-1-1a extending in the Y direction and two transverse tracks 6-1-1. The short longitudinal rail 7x-1-1b of the two transverse rails 6-1-1 is provided, and the walking lifting device 7 and the main frame 7x-1 corresponding to the long vertical rail 7x-1-1a are the long walking lifting device 7a and the long The main frame 7x-1a, the walking lifting device 7 and the main frame 7x-1 corresponding to the short longitudinal rail 7x-1-1b are the short walking lifting device 7b and the short main frame 7x-1b, and the long walking lifting device 7a will The modules or components of the prefabricated box building 1 are hoisted into the track frame 6-1 from the outer side of the prefabricated box building 1 in the X or Y direction by a crane 7y-3, and the short walking lifting device 7b will install the prefabricated box building. The module or component of 1 is hoisted into the track frame 6-1 from the outside of the assembled box building 1X direction by a crane 7y-3 for installation; the column support device 8 includes a column support block 8-1, a column lifting device 8-2, and a support Block locking device 8-3, one end of the column lifting device 8-2 is fixed to the column support block 8-1, and the other end is fixed to the rail frame 6-1. 8-3 is fixed on the column support block 8-1, the support block locking device 8-3 is unlocked from the column 5-1, and the height of the column support block 8-1 is adjusted by the column lifting device 8-2; the frame locking device 9 is installed on On the guide interface device 6-2, the rail frame 6-1 is fixedly fixed to the pillar 5-1 when the frame lock device 9 operates. When the rail frame 6-1 is to be raised and lowered, the frame lock device 9 needs to be opened.
所述的装配式盒子建筑1中的永久立柱5a是钢结构件，在装配式盒子建筑1的顶部通过钢结构件1-4相连成一体。The permanent columns 5a in the prefabricated box building 1 are steel structural members, which are connected to form a whole by steel structural members 1-4 on the top of the prefabricated box building 1.
所述的装配式盒子建筑1用施工装置4进行施工，包括A施工法和B施工法：The prefabricated box building 1 is constructed by a construction device 4, including A construction method and B construction method:
A施工法：采用由长行走起重装置7a组成的施工装置4的施工法，其包括如下施工步骤：A construction method: a construction method using a construction device 4 composed of a long walking lifting device 7a, which includes the following construction steps:
1)完成装配式盒子建筑1的基础施工，平整装配式盒子建筑1两侧的场地；1) Complete the foundation construction of prefabricated box building 1, level the ground on both sides of prefabricated box building 1;
2)在装配式盒子建筑1的基础长度X方向的两端面的外侧四个角部安装四根永久立柱5a，在装配式盒子建筑1的基础宽度Y方向的两外侧安装临时立柱5b；2) Install four permanent pillars 5a on the four corners on the outer sides of the two ends in the X direction of the base length of the prefabricated box building 1, and install temporary pillars 5b on the two outer sides in the Y direction of the base width of the prefabricated box building 1.
3)安装轨道装置6，在轨道框架6-1上分别靠近永久立柱5a和临时立柱5b的位置各安装一套框架锁定装置9，通过框架锁定装置9将轨道框架6-1与立柱5锁定连接成一体；3) Install the track device 6, and install a set of frame locking devices 9 on the track frame 6-1 near the permanent column 5a and the temporary column 5b respectively, and lock the rail frame 6-1 and the column 5 through the frame locking device 9 Into one
4)在横向轨道6-1-1上安装长行走起重装置7a；4) Install a long walking lifting device 7a on the lateral track 6-1-1;
5)通过纵向移动装置7x-2y使横向行走轮7x-2在Y方向之间的距离等于两横向轨道6-1-1在Y方向的距离，横向行走轮7x-2在横向轨道6-1-1上运行，长行走起重装置7a沿着X方向运行至设定位置盒2的安装位置，通过立柱升降装置8-2调节轨道装置6底部的高度；5) The distance between the transverse traveling wheel 7x-2 in the Y direction is equal to the distance between the two transverse tracks 6-1-1 in the Y direction by the longitudinal moving device 7x-2y, and the transverse traveling wheel 7x-2 is in the transverse track 6-1. Running on -1, the long walking lifting device 7a runs along the X direction to the installation position of the set position box 2, and the height of the bottom of the track device 6 is adjusted by the column lifting device 8-2;
6)盒2运至装配式盒子建筑1外侧待吊装位置，起重机7y-3通过纵向轨道7x-1-1沿着Y方向运行至盒2上方，下降至设定位置；6) The box 2 is transported to the outside of the assembled box building 1 to be hoisted. The crane 7y-3 runs in the Y direction through the longitudinal rail 7x-1-1 to the top of the box 2 and descends to the set position.
7)起重机7y-3通过固定吊装架10携带盒2上升、平移和下降完成盒2的安装，即完成第一层第一个房间A的安装；7) The crane 7y-3 completes the installation of the box 2 through the lifting, translation and lowering of the carrying box 2 by the fixed lifting frame 10, that is, the installation of the first room A of the first floor is completed;
8)将固定吊装架10与盒2脱离，长行走起重装置7a携带固定吊装架10沿X方向运行至下个盒2的安装位置；8) Detach the fixed lifting frame 10 from the box 2 and the long walking lifting device 7a carries the fixed lifting frame 10 in the X direction to the installation position of the next box 2;
9)重复步骤6至7的作业，完成盒2的安装；9) Repeat steps 6 to 7 to complete the installation of box 2;
10)不断重复上述8至9步骤的施工，完成本层的所有盒2的安装，即完成本层房间为房间A的施工；10) Repeat the above steps 8 to 9 continuously to complete the installation of all the boxes 2 on this floor, that is, to complete the construction of the room A on this floor;
11)将纵墙1-1Y和横墙1-1X运至装配式盒子建筑1外侧待吊装位置，起重机7y-3沿Y方向运行至纵墙1-1Y和横墙1-1X的上方，下降至设定位置；11) Transport the vertical wall 1-1Y and the horizontal wall 1-1X to the outside of the assembled box building 1 to be hoisted. The crane 7y-3 runs in the Y direction to above the vertical wall 1-1Y and the horizontal wall 1-1X and descends. To the set position;
12)起重机7y-3分别吊着纵墙1-1Y和横墙1-1X上升至设定高度，沿Y方向运行至安装位置再下降，完成纵墙1-1Y和横墙1-1X的安装；12) The crane 7y-3 lifts the vertical wall 1-1Y and the horizontal wall 1-1X to the set height, runs in the Y direction to the installation position and then descends to complete the installation of the vertical wall 1-1Y and the horizontal wall 1-1X. ;
13)通过立柱升降装置8-2将立柱支撑块8-1升至高位，支撑块锁定装置8-3将立柱支撑块8-1与永久立柱5a锁定固连成一体，将框架锁定装置9与临时立柱5b解锁脱开，将框架锁定装置9与临时立柱5b解锁脱开，立柱升降装置8-2通过立柱支撑块8-1作用于永久立柱5a，将轨道装置6和长行走起重装置7a升高一层后，将框架锁定装置9与临时立柱5b锁定，将框架锁定装置9与永久立柱5a锁定，即轨道框架6-1与立柱5固连成一体，安装连接件5-2，将立柱5-1与装配式盒子建筑1连接成一体，加长立柱5-1，开始进入上一层盒2的安装；13) The column support block 8-1 is raised to a high position by the column lifting device 8-2, and the support block locking device 8-3 locks and solidifies the column support block 8-1 and the permanent column 5a into one body, and the frame locking device 9 and The temporary post 5b is unlocked and disengaged, the frame locking device 9 is unlocked and disengaged from the temporary post 5b, the post lifting device 8-2 acts on the permanent post 5a through the post support block 8-1, and the track device 6 and the long walking lifting device 7a After raising one level, lock the frame locking device 9 with the temporary column 5b, and lock the frame locking device 9 with the permanent column 5a, that is, the rail frame 6-1 and the column 5 are fixedly integrated into one body, and the connecting member 5-2 is installed. Column 5-1 is connected with prefabricated box building 1 as a whole. Column 5-1 is lengthened to start the installation of box 2 on the upper level.
14)重复上述6至7步骤的施工，完成盒2的安装，即完成上一层第一个房间A的安装，同时也完成了下一层第一个房间B的安装；14) Repeat the construction of steps 6 to 7 above to complete the installation of box 2, that is, the installation of the first room A on the previous floor and the installation of the first room B on the next floor;
15)重复上述10至12步骤的施工，完成下层全部房间B的安装，和本层全部房间A的安装；15) Repeat the above steps 10 to 12 to complete the installation of all rooms B in the lower floor and the installation of all rooms A in this floor;
16)不断重复上述13至15步骤的施工和最高层顶板1-3的安装，完成装配式盒子建筑1的全部施工，拆除长行走起重装置7a、立柱支撑装置8、框架锁定装置9、轨道装置6和临时立柱5b；16) Repeat the above steps 13 to 15 and the installation of the top roof 1-3, and complete the construction of the assembled box building 1. Remove the long walking lifting device 7a, the column support device 8, the frame locking device 9, and the track. Device 6 and temporary post 5b;
B施工法：采用由短行走起重装置7b组成的施工装置4的施工法，其包括如下施工步骤：B Construction method: The construction method using the construction device 4 composed of the short walking lifting device 7b includes the following construction steps:
1)完成装配式盒子建筑1的基础施工，平整装配式盒子建筑1两侧的场地；1) Complete the foundation construction of prefabricated box building 1, level the ground on both sides of prefabricated box building 1;
2)在装配式盒子建筑1的基础长度X方向的两端面的外侧四个角部安装四根永久立柱5a，在装配式盒子建筑1的基础宽度Y方向的两外侧安装四根临时立柱5b；2) Install four permanent pillars 5a on the four corners on the outer sides of the two ends in the X direction of the base length of the prefabricated box building 1, and install four temporary pillars 5b on the two outer sides in the Y direction of the base width of the prefabricated box building 1.
3)安装轨道装置6，在轨道框架6-1上分别靠近四根永久立柱5a位置各安装一套共四套框架锁定装置9，通过八套框架锁定装置9将轨道框架6-1与四根永久立柱5a、四套临时立柱5b锁定连接成一体；将立柱升降装置8-2的一端固定在轨道框架6-1上，框架锁定装置9固定在轨道框架6-1上，通过框架锁定装置9将轨道框架6-1与四根临时立柱5b锁定连接成一体；3) Install the track device 6 and install a total of four sets of frame locking devices 9 on the track frame 6-1 near the four permanent posts 5a. The track frames 6-1 and four Permanent uprights 5a and four sets of temporary uprights 5b are locked and integrated into one body; one end of the upright device 8-2 is fixed to the rail frame 6-1, and the frame lock device 9 is fixed to the rail frame 6-1. The track frame 6-1 and the four temporary columns 5b are locked and connected into one body;
4)在横向轨道6-1-1上安装短行走起重装置7b；4) Install a short walking lifting device 7b on the lateral track 6-1-1;
5)盒2运至永久立柱5a的外侧待吊装位置，短行走起重装置7b通过横向轨道6-1-1沿着X方向运行至盒2的上方；5) The box 2 is transported to the outside of the permanent column 5a to be hoisted, and the short walking lifting device 7b runs in the X direction to the upper side of the box 2 through the transverse track 6-1-1;
6)起重机7y-3通过纵向轨道7x-1-1沿着Y方向运行至盒2上方，下降至设定位置；6) The crane 7y-3 runs through the longitudinal rail 7x-1-1 to the top of the box 2 in the Y direction and descends to the set position;
7)起重机7y-3通过固定吊装架10携带盒2上升至设定高度、沿X方向的运行至安装位置和下降完成盒2的安装，即完成第一层第一个房间A的安装；7) The crane 7y-3 completes the installation of the box 2 by carrying the box 2 up to the set height, moving to the installation position in the X direction and lowering by the fixed lifting frame 10, that is, the installation of the first room A on the first floor is completed;
8)将固定吊装架10与盒2脱离，短行走起重装置7b携带固定吊装架10沿X方向运行至下个盒2的待吊装位置；8) Detach the fixed lifting frame 10 from the box 2, and the short walking lifting device 7b carries the fixed lifting frame 10 in the X direction to the next box 2 to be hoisted;
9)重复步骤6至7的作业，完成盒2的安装；9) Repeat steps 6 to 7 to complete the installation of box 2;
10)不断重复上述8至9步骤的施工，完成本层的所有盒2的安装，即完成本层房间为房间A的施工；10) Repeat the above steps 8 to 9 continuously to complete the installation of all the boxes 2 on this floor, that is, to complete the construction of the room A on this floor;
11)将纵墙1-1Y和横墙1-1X运至永久立柱5a外侧待吊装位置，起重机7y-3沿X方向运行至纵墙1-1Y和横墙1-1X的上方，下降至设定位置；11) Transport the vertical wall 1-1Y and the horizontal wall 1-1X to the position to be hoisted outside the permanent column 5a. The crane 7y-3 runs in the X direction to above the vertical wall 1-1Y and the horizontal wall 1-1X, and descends to the setting Fixed position
12)起重机7y-3分别吊着纵墙1-1Y和横墙1-1X上升至设定高度，沿X方向运行至安装位置再下降，完成纵墙1-1Y和横墙1-1X的安装；12) The crane 7y-3 lifts the vertical wall 1-1Y and the horizontal wall 1-1X to the set height, runs in the X direction to the installation position and then descends, completing the installation of the vertical wall 1-1Y and the horizontal wall 1-1X. ;
13)通过立柱升降装置8-2将立柱支撑块8-1升至高位，支撑块锁定装置8-3将立柱支撑块8-1与临时立柱5b锁定固连成一体，将框架锁定装置9与临时立柱5b解锁脱开，将框架锁定装置9与永久立柱5a解锁脱开，立柱升降装置8-2通过立柱支撑块8-1作用于临时立柱5b，将轨道装置6和短行走起重装置7b升高一层后，将框架锁定装置9与临时立柱5b锁定，将框架锁定装置9与永久立柱5a锁定，即轨道框架6-1与立柱5固连成一体，安装连接件5-2，将立柱5-1与装配式盒子建筑1连接成一体，加长立柱5-1，开始进入上一层盒2的安装；13) Raise the column support block 8-1 to a high position through the column lifting device 8-2, and the support block locking device 8-3 locks and fixes the column support block 8-1 and the temporary column 5b into one, and the frame locking device 9 and The temporary post 5b is unlocked and disengaged, the frame locking device 9 is unlocked and disengaged from the permanent post 5a, the post lifting device 8-2 acts on the temporary post 5b through the post support block 8-1, and the track device 6 and the short walking lifting device 7b After raising one level, lock the frame locking device 9 with the temporary column 5b, and lock the frame locking device 9 with the permanent column 5a, that is, the rail frame 6-1 and the column 5 are fixedly integrated into one body, and the connecting member 5-2 is installed. Column 5-1 is connected with prefabricated box building 1 as a whole. Column 5-1 is lengthened to start the installation of box 2 on the upper level.
14)重复上述6至7步骤的施工，完成盒2的安装，即完成上一层第一个房间A的安装，同时也完成了下一层第一个房间B的安装；14) Repeat the construction of steps 6 to 7 above to complete the installation of box 2, that is, the installation of the first room A on the previous floor and the installation of the first room B on the next floor;
15)重复上述10至12步骤的施工，完成下层全部房间B的安装，和本层全部房间A的安装；15) Repeat the above steps 10 to 12 to complete the installation of all rooms B in the lower floor and the installation of all rooms A in this floor;
16)不断重复上述13至15步骤的施工和最高层顶板1-3的安装，完成装配式盒子建筑1的全部施工，拆除短行走起重装置7b、框架锁定装置9、立柱支撑装置8、轨道装置6和临时立柱5b。16) Repeat the above-mentioned steps 13 to 15 and the installation of the top roof 1-3, and complete the construction of the assembled box building 1. Remove the short walking lifting device 7b, the frame locking device 9, the column support device 8, and the track. Device 6 and temporary post 5b.
下面结合附图进一步描述本发明The invention is further described below with reference to the drawings
如图1～图8，装配式盒子建筑1包括外墙1-1、基础1-2、顶板1-3和盒2，设X方向为盒子建筑1的长度方向，Y方向为垂直于长度X的方向，当装配式盒子建筑1为弧形时，则X是弧形装配式盒子建筑1的轮廓弧线或中心弧线，Y方向为所在位置垂直于弧线X的方向；外墙1-1包括X方向布置的横墙1-1X和Y方向布置的纵墙1-1Y，盒2包括盒顶2-1、盒侧墙2-2、盒底2-3、盒端墙2-4和梁柱框3，盒侧墙2-2在高度方向位于盒顶2-1和盒底2-3之间，盒2的长度Y方向垂直于装配式盒子建筑1的长度X方向，盒2的长度Y方向也可以不垂直于装配式盒子建筑1的长度X方向，装配式盒子建筑是独立建筑，也可以是建筑中的一部分采用盒子建筑；梁柱框3位于盒顶2-1和盒底2-3长度方向的两端，盒2在装配式盒子建筑1中的空间布置包括在X方向和高度方向是间隔错开排列的布置；盒2的内部空腔形成了房间A，即房间A为所在位置有盒2的房间，房间B为所在位置没有盒2的房间，房间B包括房间B1，房间B1为相邻上下左右四个盒2围成的空间，即形成房间B1的四个盒2是间隔错开排列角部相连的四个盒2，也就是房间B1为相邻上下左右四个房间均为房间A；梁柱框3包括顶梁3-1、底梁3-2和柱3-3，梁柱框3的外侧包括相邻房间B的横墙1-1X，梁柱框3的内侧包括盒端墙2-4，顶梁3-1是盒顶2-1的端部组成部分，包括盒外顶梁3-1-1和/或盒内顶梁3-1-2，盒外顶梁3-1-1是相邻上层房间B的横墙1-1X的下部，盒内顶梁3-1-2是盒端墙2-4的上部，底梁3-2是盒底2-3的端部组成部分，包括盒外底梁3-2-1和/或盒内底梁3-2-2，盒外底梁3-2-1是相邻下层房间B的横墙1-1X的上部，盒内底梁3-2-2是盒端墙2-4的下部，柱3-3是盒侧墙2-2的端部组成部分，包括盒外柱3-3-1和/或盒内柱3-3-2，盒外柱3-3-1是水平相邻房间B的横墙1-1X的侧部，盒内柱3-3-2是盒端墙2-4的侧部，当施工完成后，水平相邻的顶梁3-1和底梁3-2连接成一体后形成了建筑1X方向的梁，上下相邻的柱3-3连接成一体后形成了建筑1高度方向的柱。As shown in Figures 1 to 8, prefabricated box building 1 includes exterior wall 1-1, foundation 1-2, roof 1-3, and box 2. Let X direction be the length direction of box building 1, and Y direction be perpendicular to the length X. When the prefabricated box building 1 is arc-shaped, X is the outline arc or central arc of the arc-shaped prefabricated box building 1, and the Y direction is the direction where the position is perpendicular to the arc X; the outer wall 1- 1 includes a horizontal wall 1-1X in the X direction and a vertical wall 1-1Y in the Y direction. The box 2 includes a box top 2-1, a box side wall 2-2, a box bottom 2-3, and a box end wall 2-4. And beam-column frame 3, the side wall 2-2 of the box is located between the top 2-1 and the bottom 2-3 of the box in the height direction, and the length Y of the box 2 is perpendicular to the length X of the fabricated box building 1 and the box 2 The length Y direction may not be perpendicular to the length X direction of the prefabricated box building 1. The prefabricated box building is an independent building, or a part of the building may be a box building; the beam column frame 3 is located at the top of the box 2-1 and the box At both ends of the bottom 2-3 length direction, the spatial arrangement of the box 2 in the prefabricated box building 1 includes a spaced-apart arrangement in the X direction and the height direction; the internal cavity of the box 2 forms the room A, that is, Room A is a room with box 2 in its location, and room B is a room without box 2 in its location. Room B includes room B1. Room B1 is a space surrounded by four boxes 2 adjacent to each other, that is, four of room B1. The two boxes 2 are four boxes 2 connected at staggered corners, that is, the room B1 is adjacent to the upper, lower, left, and right four rooms are the rooms A; the beam column frame 3 includes a top beam 3-1, a bottom beam 3-2 and Column 3-3, the outside of the beam-column frame 3 includes the transverse wall 1-1X of the adjacent room B, the inside of the beam-column frame 3 includes the box end wall 2-4, and the top beam 3-1 is the end of the box top 2-1 Components, including the box top beam 3-1-1 and / or the box top beam 3-1-2, the box top beam 3-1-1 is the lower part of the cross wall 1-1X of the adjacent upper room B The top beam 3-1-2 inside the box is the upper part of the end wall 2-4 of the box, and the bottom beam 3-2 is the end component of the bottom 2-3 of the box, including the bottom beam 3-2-1 and / or the bottom of the box The bottom beam 3-2-2 inside the box, the bottom beam 3-2-1 outside the box is the upper part of the horizontal wall 1-1X of the adjacent lower room B, and the bottom beam 3-2-2 inside the box is the end wall 2-4. In the lower part, the column 3-3 is the end component of the box side wall 2-2, including the box outer column 3-3-1 and / or the box inner column 3-3-2, and the box outer column 3-3-1 is Horizontal wall 1-1X of adjacent room B On the side, the inner column 3-3-2 of the box is the side of the end wall 2-4 of the box. When the construction is completed, the horizontally adjacent top beam 3-1 and bottom beam 3-2 are connected to form a building 1X. The beams in the direction, the adjacent columns 3-3 above and below, are connected to form a pillar in the height direction of the building 1.
如图9～图12所示，装配式盒子建筑1包括房间A和房间B，设第m层第n排的房间mn为有盒2的房间mnA，则位于房间mnA位置的盒2的上下左右无盒2，此盒2的四角与分别位于房间m+1n-1、房间m+1n+1、房间m-1n-1和房间m-1n+1的盒2的角部相连；设第m层第n排的房间mn为所在位置无盒2的房间mnB，即房间mnB的顶面是位于房间m+1n的盒2中的盒底2-3的下平面，房间mnB的地面是位于房间m-1n的盒2中的盒顶2-1的上 平面，房间mnB的两侧墙面分别是位于房间mn-1和房间mn+1的盒2中盒的侧墙2-2的外壁，即盒侧墙2-2的内外壁分别是两相邻房间的内壁；当房间mn要求与相邻房间的地面高度相等时，则房间mn为房间mnA时，位于房间mnA的盒2中的盒底2-3的上平面，与分别位于房间m-1n-1和房间m-1n+1的盒2中的盒顶2-1的上平面平；房间mn为房间mnB时，位于房间m-1n的盒2中的盒顶2-1的上平面，与分别位于房间mn-1和房间mn+1的盒2中的盒底2-3的上平面平；即对角线方向相邻的盒2安装相连成一体时，盒2中的盒顶2-1的上平面与上一层角部相连的两盒2中的盒底2-3的上平面平，盒2中的盒底2-3的上平面与下一层角部相连的两盒2中的盒顶2-1的上平面平，盒2外部四角包括斜面、间隔排列的缺口和既有斜面又有缺口的三种结构。As shown in FIGS. 9 to 12, the prefabricated box building 1 includes a room A and a room B. Let the room mn in the nth row of the m-th floor be the room mnA with the box 2. There is no box 2. The four corners of this box 2 are connected to the corners of box 2 located in room m + 1n-1, room m + 1n + 1, room m-1n-1, and room m-1n + 1; The room mn in the nth row of the floor is the room mnB without the box 2 in the position, that is, the top surface of the room mnB is the lower plane of the box bottom 2-3 in the box 2 of the room m + 1n, and the floor of the room mnB is located in the room. The upper plane of the box top 2-1 in the box 2 of m-1n, and the side walls of the room mnB are the outer walls of the side walls 2-2 of the box in the box 2 of the room mn-1 and the room mn + 1. That is, the inner and outer walls of the box side wall 2-2 are the inner walls of two adjacent rooms respectively; when the room mn requires the same height as the floor of the adjacent room, the room mn is the room mnA, and the box in the box 2 of the room mnA is The upper plane of the bottom 2-3 is flat with the upper plane of the box top 2-1 in the box 2 in the rooms m-1n-1 and m-1n + 1 respectively; when the room mn is the room mnB, it is located in the room m- The upper plane of the top 2-1 in the box 2 of 1n is located in the room mn-1 The upper plane of the box bottom 2-3 in the box 2 of the room mn + 1 is flat; that is, when the adjacent boxes 2 in the diagonal direction are installed and integrated, the upper plane of the box top 2-1 in the box 2 and the previous one The upper plane of the box bottom 2-3 in the two boxes 2 connected at the corners of the layer is flat, and the upper plane of the box bottom 2-3 in the box 2 is connected to the top 2-1 of the two boxes 2 at the corner connected to the next layer The upper plane is flat, and the four corners of the outside of the box 2 include inclined surfaces, gaps arranged at intervals, and three structures with both inclined surfaces and notches.
如图13所示，装配式盒子建筑1包括若干房间B，角部相连的相邻三个盒子模块2和纵墙1-1Y围成的空间形成了端房间B2，端房间B2包括位于装配式盒子建筑1的两端的两端房间B2-1，角部相连的相邻三个盒2和顶板1-3围成的空间形成了顶房间B3，角部相连的相邻三个盒2和基础1-2的顶围成的空间形成了底房间B4，底房间B4位于装配式盒子建筑1的底层，角部相连的相邻两个盒2、基础1-2的顶和纵墙1-1Y围成的空间形成了底端房间B5，底端房间B5包括位于装配式盒子建筑1底层的两端的底层端房间B5-1，角部相连的相邻两个盒2、顶板1-3和纵墙板1-1Y围成的空间形成了顶端房间B6，房间B6包括位于装配式盒子建筑1顶层的两端的顶层端房间B6-1。As shown in FIG. 13, the prefabricated box building 1 includes a number of rooms B. The space surrounded by three adjacent box modules 2 and vertical walls 1-1Y connected at the corners forms an end room B2. The end room B2 includes a prefabricated building. Room B2-1 at both ends of box building 1, the space surrounded by three adjacent boxes 2 and roof 1-3 connected at the corners forms the top room B3, the three adjacent boxes 2 connected at the corners and the foundation The space enclosed by the top of 1-2 forms the bottom room B4. The bottom room B4 is located on the ground floor of the prefabricated box building 1. The two adjacent boxes connected at the corners 2. The top of the foundation 1-2 and the vertical wall 1-1Y. The enclosed space forms the bottom room B5. The bottom room B5 includes the bottom room B5-1 located at both ends of the first floor of the prefabricated box building 1. The two adjacent boxes 2, the top plate 1-3, and the vertical walls connected at the corners. The space surrounded by the wall panels 1-1Y forms the top room B6, which includes the top room B6-1 located at both ends of the top floor of the prefabricated box building 1.
如图14、图25和图28所示，装配式盒子建筑1中盒2的施工，包括A施工法和B施工法：As shown in Figures 14, 25, and 28, the construction of box 2 in prefabricated box building 1 includes A construction method and B construction method:
A施工法：盒2是整体结构，在工厂完成制作后，整体运往现场吊装的；A construction method: Box 2 is the overall structure, after the factory is completed, it is shipped to the site for hoisting;
B施工法：盒2是模块结构，在工厂将各模块预制好，运至现场再装配成盒2，其装配包括B1法和B2法：B construction method: Box 2 is a modular structure. Each module is prefabricated in the factory and shipped to the site to be assembled into Box 2. The assembly includes B1 method and B2 method:
B1法：装配成盒模块2后，再整体吊装；Method B1: After assembling into the box module 2, the whole is hoisted;
B2法：将预制好的盒模块2中的各模块，分开吊装直接装配。Method B2: The modules in the prefabricated box module 2 are separately mounted and directly assembled.
如图22～图29所示，装配式盒子建筑1中的盒2包括盒模块2a和上下盒2b两种结构，盒模块2a包括盒顶2a-1、盒侧墙2a-2、盒底2a-3和梁柱框3a，盒顶2a-1是倒扣的盒状，盒顶2a-1四周下方包括Y方向的盒纵梁2a-1-1和伸进梁柱框3a顶部凹处X方向的上横梁2a-1-2，梁柱框3a顶部凹处X方向的长度等于上横梁2a-1-2的长度，纵梁2a-1-1是盒侧墙2a-2的上部，通过上横梁2a-1-2将梁柱框3a与盒顶2a-1固连成一体；盒底2a-3的两端中间包括伸进梁柱框3a底部中间凹处的下横梁2a-3-1，梁柱框3a底部中间凹处X方向的长度等 于下横梁2a-3-1的长度，通过下横梁2a-3-1将梁柱框3a与盒底2a-3固连成一体；梁柱框3a左边或右边的盒外柱3a-3-1的顶部与上一层梁柱框3a盒外底梁3-2-1的右边或左边的底部相连，梁柱框3a左边或右边的盒外柱3a-3-1的底部与上一层梁柱框3a盒外顶梁3a-1-1和/或盒顶2a-1的右边或左边的顶部相连；上下盒2b分上盒21和下盒22，上盒21为倒U型，下盒22为U型，上盒21包括盒顶2-1、盒侧上墙2-2-1和上梁柱框31，下盒22包括盒侧下墙2-2-2、盒底2-3和下梁柱框32，盒侧上墙2-2-1和盒侧下墙2-2-2组成上下盒2b的盒侧墙2-2，上梁柱框31和下梁柱框32组成上下盒2b的梁柱框3。As shown in FIG. 22 to FIG. 29, the box 2 in the assembled box building 1 includes a box module 2a and an upper and lower box 2b. The box module 2a includes a box top 2a-1, a box side wall 2a-2, and a box bottom 2a. -3 and the beam-column frame 3a, the box top 2a-1 is an inverted box shape, and the box top 2a-1 includes the box longitudinal beam 2a-1-1 in the Y direction and the X-direction recessed into the top of the beam-column frame 3a. The upper beam 2a-1-2, the length in the X direction at the top of the beam-column frame 3a is equal to the length of the upper beam 2a-1-2, and the longitudinal beam 2a-1-1 is the upper part of the box side wall 2a-2. The cross beam 2a-1-2 firmly connects the beam-column frame 3a and the box top 2a-1; the middle of both ends of the box bottom 2a-3 includes the lower cross-beam 2a-3-1 that extends into the middle recess of the bottom of the beam-column frame 3a. The length in the X direction of the middle recess at the bottom of the beam-column frame 3a is equal to the length of the lower beam 2a-3-1. The beam-column frame 3a is fixed to the box bottom 2a-3 through the lower beam 2a-3-1. The top of the box outer column 3a-3-1 on the left or right side of the frame 3a is connected to the right or left bottom of the outer beam frame 3a of the upper layer beam and column frame 3a. The box on the left or right of the beam column frame 3a The bottom of the outer pillar 3a-3-1 is aligned with the top of the right or left side of the outer beam 3a-1-1 and / or the top 2a-1 of the box The upper and lower boxes 2b are divided into an upper box 21 and a lower box 22, the upper box 21 is an inverted U-shape, and the lower box 22 is a U-shape. The upper box 21 includes a box top 2-1, a box side upper wall 2-2-1, and an upper box. Beam frame 31, lower box 22 includes box side lower wall 2-2-2, box bottom 2-3 and lower beam column frame 32, box side upper wall 2-2-1 and box side lower wall 2-2-2 The box side wall 2-2 constituting the upper and lower boxes 2b, the upper beam column frame 31 and the lower beam column frame 32 constitute the beam column frame 3 of the upper and lower boxes 2b.
如图30～图31所示，基础1-2为墙基时包括Y方向两侧的沿X方向布置的横基础1-2X，盒2中的梁柱框3位于横基础1-2X的正上方，梁柱框3在盒2长度方向的外侧包括构件3-4。As shown in Figures 30 to 31, when the foundation 1-2 is a wall foundation, it includes the transverse foundation 1-2X arranged along the X direction on both sides of the Y direction, and the beam-column frame 3 in the box 2 is located at the front of the transverse foundation 1-2X. Above, the beam-column frame 3 includes members 3-4 on the outside of the box 2 in the length direction.
如图9、图13和图14所示，装配式盒子建筑1中的盒2在现场是整体吊装的，角部相邻的盒2在安装时，上下相连的柱3-3的承载面是接触无间隙的，其它部位连接面之间的间隙安装结束后通过灌注浆充满缝隙。As shown in Figures 9, 13 and 14, the box 2 in the assembled box building 1 was hoisted on the site as a whole. When the box 2 adjacent to the corner was installed, the bearing surface of the column 3-3 connected up and down was If there is no gap, the gap between the connection surfaces of other parts will be filled by the filling slurry after installation.
如图14～图21和图36～图45所示，装配式盒子建筑1的施工装置4包括立柱装置5、轨道装置6、行走起重装置7、立柱支撑装置8、框架锁定装置9和吊装架10，立柱装置5位于装配式盒子建筑1外，立柱装置5包括立柱5-1和连接件5-2，通过连接件5-2将立柱5-1与装配式盒子建筑1连接成一体，立柱装置5包括永久立柱5a或临时立柱5b两种结构，永久立柱5a是装配式盒子建筑1的组成部分，临时立柱5b是需拆除的临时支撑；轨道装置6包括轨道框架6-1和导向接口装置6-2，轨道框架6-1包括沿装配式盒子建筑1长度X方向的横向轨道6-1-1，导向接口装置6-2位于导向装置5处，通过导向接口装置6-2使轨道框架6-1在导向装置5限制的范围内升降，即导向装置5是轨道框架6-1的在X和Y两方向的限位装置，轨道框架6-1中两横向轨道6-1-1在Y方向的距离大于装配式盒子建筑1的宽度；行走起重装置7包括横行走装置7x和纵行走装置7y，横行走装置7x包括沿X方向运行的主机架7x-1和横向行走轮7x-2，横向行走轮7x-2安装在主机架7x-1上，横向行走轮7x-2安装在主机架7x-1上，当两横向轨道6-1-1在Y方向的距离不是恒值时，横向行走轮7x-2包括纵向移动装置7x-2y，即通过纵向移动装置7x-2y在主机架7x-1上沿Y方向的移动，使横向行走轮7x-2在Y方向之间的距离等于两横向轨道6-1-1在Y方向的距离，横向行走轮7x-2在横向轨道6-1-1上运行，行走起重装置7通过横行走装置7x沿X方向运行；纵行走装置7y包括沿Y方向运行的辅机架7y-1、纵向行走轮7y-2和起重机7y-3，纵向行走轮7y-2安装在辅机架7y-1上，起重机7y-3安装在辅机架7y-1上，主机架7x-1包括纵向行走轮7y-2沿Y方向运行 的纵向轨道7x-1-1，起重机7y-3通过纵向行走轮7y-2沿Y方向运行，即行走起重装置7通过横行走装置7x和纵行走装置7y实现起重机7y-3携带装配式盒子建筑1的部件沿X和Y两方向的运行；行走起重装置7是在横向轨道6-1-1上方运行的，纵向轨道7x-1-1包括Y方向伸出两横向轨道6-1-1的长纵向轨道7x-1-1a和不伸出两横向轨道6-1-1的短纵向轨道7x-1-1b，对应于长纵向轨道7x-1-1a的行走起重装置7和主机架7x-1为长行走起重装置7a和长主机架7x-1a，对应于短纵向轨道7x-1-1b的行走起重装置7和主机架7x-1为短行走起重装置7b和短主机架7x-1b，长行走起重装置7a将装配式盒子建筑1的模块或部件通过起重机7y-3从装配式盒子建筑1沿X方向或Y方向的外侧吊入轨道框架6-1内进行安装，短行走起重装置7b将装配式盒子建筑1的模块或部件通过起重机7y-3从装配式盒子建筑1X方向的外侧吊入轨道框架6-1内进行安装；立柱支撑装置8包括立柱支撑块8-1、立柱升降装置8-2和支撑块锁定装置8-3，立柱升降装置8-2的一端固定在立柱支撑块8-1上，另一端固定在轨道框架6-1上，支撑块锁定装置8-3固定在立柱支撑块8-1上，支撑块锁定装置8-3与立柱5-1解锁，通过立柱升降装置8-2调节立柱支撑块8-1的高度；框架锁定装置9安装在导向接口装置6-2上，框架锁定装置9动作时将轨道框架6-1固定与立柱5-1固连成一体，当轨道框架6-1要升降时，需打开框架锁定装置9。As shown in FIGS. 14 to 21 and 36 to 45, the construction device 4 of the assembled box building 1 includes a column device 5, a track device 6, a walking lifting device 7, a column support device 8, a frame locking device 9, and a lifting device. The stand 10, the column device 5 is located outside the prefabricated box building 1. The column device 5 includes a post 5-1 and a connecting member 5-2. The post 5-1 is connected to the prefabricated box building 1 through the connecting member 5-2. The column device 5 includes two types of structures: a permanent column 5a or a temporary column 5b. The permanent column 5a is a component of the prefabricated box building 1. The temporary column 5b is a temporary support to be removed. The track device 6 includes a track frame 6-1 and a guide interface. Device 6-2, the track frame 6-1 includes a lateral track 6-1-1 along the length X direction of the assembled box building 1, the guide interface device 6-2 is located at the guide device 5, and the track is made by the guide interface device 6-2 The frame 6-1 moves up and down within the limits of the guide device 5, that is, the guide device 5 is a limit device of the track frame 6-1 in the X and Y directions, and the two lateral rails 6-1-1 in the track frame 6-1 The distance in the Y direction is greater than the width of the fabricated box building 1; the walking lifting device 7 includes Horizontal walking device 7x and vertical walking device 7y. The horizontal walking device 7x includes a main frame 7x-1 and a horizontal walking wheel 7x-2 running in the X direction. The horizontal walking wheel 7x-2 is installed on the main frame 7x-1 and travels horizontally. The wheel 7x-2 is installed on the main frame 7x-1. When the distance between the two lateral rails 6-1-1 in the Y direction is not a constant value, the horizontal walking wheel 7x-2 includes a longitudinal moving device 7x-2y, that is, by longitudinal movement The device 7x-2y moves in the Y direction on the main frame 7x-1, so that the distance between the transverse walking wheels 7x-2 in the Y direction is equal to the distance between the two transverse tracks 6-1-1 in the Y direction, and the transverse walking wheels 7x -2 runs on the horizontal track 6-1-1, and the walking lifting device 7 runs in the X direction through the horizontal walking device 7x; the vertical walking device 7y includes the auxiliary frame 7y-1 and the vertical walking wheel 7y- 2 and crane 7y-3, the longitudinal walking wheel 7y-2 is installed on the auxiliary frame 7y-1, the crane 7y-3 is installed on the auxiliary frame 7y-1, and the main frame 7x-1 includes the longitudinal walking wheel 7y-2 along the The longitudinal track 7x-1-1 running in the Y direction, and the crane 7y-3 running in the Y direction by the longitudinal traveling wheels 7y-2, that is, the traveling lifting device 7 is realized by the transverse traveling device 7x and the longitudinal traveling device 7y. The machine 7y-3 carries the components of the assembled box building 1 in the X and Y directions; the walking lifting device 7 runs above the transverse track 6-1-1, and the longitudinal track 7x-1-1 includes the Y direction extension A long vertical track 7x-1-1a with two horizontal tracks 6-1-1 and a short vertical track 7x-1-1b without two horizontal tracks 6-1-1, corresponding to the long vertical track 7x-1-1a The walking lifting device 7 and the main frame 7x-1 are the long walking lifting device 7a and the long main frame 7x-1a, and the walking lifting device 7 and the main frame 7x-1 corresponding to the short longitudinal rail 7x-1-1b are The short walking lifting device 7b and the short main frame 7x-1b, and the long walking lifting device 7a lift the modules or components of the prefabricated box building 1 from the outer side of the prefabricated box building 1 in the X direction or the Y direction by a crane 7y-3. Into the track frame 6-1 for installation, the short walking lifting device 7b lifts the modules or components of the assembled box building 1 into the track frame 6-1 from the outside of the assembled box building 1X by a crane 7y-3 for installation ; The column support device 8 includes a column support block 8-1, a column lifting device 8-2, and a support block locking device 8-3. One end of the column lifting device 8-2 is fixed to the column. On the supporting block 8-1, the other end is fixed on the rail frame 6-1. The supporting block locking device 8-3 is fixed on the pillar supporting block 8-1. The supporting block locking device 8-3 is unlocked from the pillar 5-1. The column lifting device 8-2 adjusts the height of the column supporting block 8-1. The frame locking device 9 is installed on the guide interface device 6-2. When the frame locking device 9 operates, the rail frame 6-1 is fixed to the column 5-1. As a whole, when the rail frame 6-1 is to be raised and lowered, the frame locking device 9 needs to be opened.
如图35所示，装配式盒子建筑1中的永久立柱5a是钢结构件，在装配式盒子建筑1的顶部通过钢结构件1-4相连成一体。As shown in FIG. 35, the permanent columns 5a in the prefabricated box building 1 are steel structural members, which are connected to form a whole by steel structural members 1-4 on the top of the prefabricated box building 1.
如图32～图34所示，A施工法：采用由长行走起重装置7a组成的施工装置4的施工法，其包括如下施工步骤：As shown in FIGS. 32 to 34, A construction method: a construction method using a construction device 4 composed of a long walking lifting device 7a, which includes the following construction steps:
1)完成装配式盒子建筑1的基础施工，平整装配式盒子建筑1两侧的场地；1) Complete the foundation construction of prefabricated box building 1, level the ground on both sides of prefabricated box building 1;
2)在装配式盒子建筑1的基础长度X方向的两端面的外侧四个角部安装四根永久立柱5a，在装配式盒子建筑1的基础宽度Y方向的两外侧安装临时立柱5b；2) Install four permanent pillars 5a on the four corners on the outer sides of the two ends in the X direction of the base length of the prefabricated box building 1, and install temporary pillars 5b on the two outer sides in the Y direction of the base width of the prefabricated box building 1.
3)安装轨道装置6，在轨道框架6-1上分别靠近永久立柱5a和临时立柱5b的位置各安装一套框架锁定装置9，通过框架锁定装置9将轨道框架6-1与立柱5锁定连接成一体；3) Install the track device 6, and install a set of frame locking devices 9 on the track frame 6-1 near the permanent column 5a and the temporary column 5b respectively, and lock the rail frame 6-1 and the column 5 through the frame locking device 9 Into one
4)在横向轨道6-1-1上安装长行走起重装置7a；4) Install a long walking lifting device 7a on the lateral track 6-1-1;
5)长行走起重装置7a通过横向轨道6-1-1沿着X方向运行至设定位置盒2的安装位置，通过立柱升降装置8-2调节轨道装置6底部的高度；5) The long walking lifting device 7a runs along the X direction to the installation position of the set position box 2 through the lateral track 6-1-1, and adjusts the height of the bottom of the track device 6 through the column lifting device 8-2;
6)盒2运至装配式盒子建筑1外侧待吊装位置，起重机7y-3通过纵向轨道7x-1-1沿着Y方向运行至盒2上方，下降至设定位置；6) The box 2 is transported to the outside of the assembled box building 1 to be hoisted. The crane 7y-3 runs in the Y direction through the longitudinal rail 7x-1-1 to the top of the box 2 and descends to the set position.
7)起重机7y-3通过固定吊装架10携带盒2上升、平移和下降完成盒2的安装，即完成第一层第一个房间A的安装；7) The crane 7y-3 completes the installation of the box 2 through the lifting, translation and lowering of the carrying box 2 by the fixed lifting frame 10, that is, the installation of the first room A of the first floor is completed;
8)将固定吊装架10与盒2脱离，长行走起重装置7a携带固定吊装架10沿X方向运行至下个盒2的安装位置；8) Detach the fixed lifting frame 10 from the box 2 and the long walking lifting device 7a carries the fixed lifting frame 10 in the X direction to the installation position of the next box 2;
9)重复步骤6至7的作业，完成盒2的安装；9) Repeat steps 6 to 7 to complete the installation of box 2;
10)不断重复上述8至9步骤的施工，完成本层的所有盒2的安装，即完成本层房间为房间A的施工；10) Repeat the above steps 8 to 9 continuously to complete the installation of all the boxes 2 on this floor, that is, to complete the construction of the room A on this floor;
11)将纵墙1-1Y和横墙1-1X运至装配式盒子建筑1外侧待吊装位置，起重机7y-3沿Y方向运行至纵墙1-1Y和横墙1-1X的上方，下降至设定位置；11) Transport the vertical wall 1-1Y and the horizontal wall 1-1X to the outside of the assembled box building 1 to be hoisted. The crane 7y-3 runs in the Y direction to above the vertical wall 1-1Y and the horizontal wall 1-1X and descends. To the set position;
12)起重机7y-3分别吊着纵墙1-1Y和横墙1-1X上升至设定高度，沿Y方向运行至安装位置再下降，完成纵墙1-1Y和横墙1-1X的安装；12) The crane 7y-3 lifts the vertical wall 1-1Y and the horizontal wall 1-1X to the set height, runs in the Y direction to the installation position and then descends to complete the installation of the vertical wall 1-1Y and the horizontal wall 1-1X. ;
13)通过立柱升降装置8-2将立柱支撑块8-1升至高位，支撑块锁定装置8-3将立柱支撑块8-1与永久立柱5a锁定固连成一体，将框架锁定装置9与临时立柱5b解锁脱开，将框架锁定装置9与临时立柱5b解锁脱开，立柱升降装置8-2通过立柱支撑块8-1作用于永久立柱5a，将轨道装置6和长行走起重装置7a升高一层后，将框架锁定装置9与临时立柱5b锁定，将框架锁定装置9与永久立柱5a锁定，即轨道框架6-1与立柱5固连成一体，安装连接件5-2，将立柱5-1与装配式盒子建筑1连接成一体，加长立柱5-1，开始进入上一层盒2的安装；13) The column support block 8-1 is raised to a high position by the column lifting device 8-2, and the support block locking device 8-3 locks and solidifies the column support block 8-1 and the permanent column 5a into one body, and the frame locking device 9 and The temporary post 5b is unlocked and disengaged, the frame locking device 9 is unlocked and disengaged from the temporary post 5b, the post lifting device 8-2 acts on the permanent post 5a through the post support block 8-1, and the track device 6 and the long walking lifting device 7a After raising one level, lock the frame locking device 9 with the temporary column 5b, and lock the frame locking device 9 with the permanent column 5a, that is, the rail frame 6-1 and the column 5 are fixedly integrated into one body, and the connecting member 5-2 is installed. Column 5-1 is connected with prefabricated box building 1 as a whole. Column 5-1 is lengthened to start the installation of box 2 on the upper level.
14)重复上述6至7步骤的施工，完成盒2的安装，即完成上一层第一个房间A的安装，同时也完成了下一层第一个房间B的安装；14) Repeat the construction of steps 6 to 7 above to complete the installation of box 2, that is, the installation of the first room A on the previous floor and the installation of the first room B on the next floor;
15)重复上述10至12步骤的施工，完成下层全部房间B的安装，和本层全部房间A的安装；15) Repeat the above steps 10 to 12 to complete the installation of all rooms B in the lower floor and the installation of all rooms A in this floor;
16)不断重复上述13至15步骤的施工和最高层顶板1-3的安装，完成装配式盒子建筑1的全部施工，拆除长行走起重装置7a、立柱支撑装置8、框架锁定装置9、轨道装置6和临时立柱5b；16) Repeat the above steps 13 to 15 and the installation of the top roof 1-3, and complete the construction of the assembled box building 1. Remove the long walking lifting device 7a, the column support device 8, the frame locking device 9, and the track. Device 6 and temporary post 5b;
如图36～图38所示，B施工法：采用由短行走起重装置7b组成的施工装置4的施工法，其包括如下施工步骤：As shown in FIG. 36 to FIG. 38, the B construction method: a construction method using a construction device 4 composed of a short walking lifting device 7b, which includes the following construction steps:
1)完成装配式盒子建筑1的基础施工，平整装配式盒子建筑1两侧的场地；1) Complete the foundation construction of prefabricated box building 1, level the ground on both sides of prefabricated box building 1;
2)在装配式盒子建筑1的基础长度X方向的两端面的外侧四个角部安装四根永久立柱5a，在装配式盒子建筑1的基础宽度Y方向的两外侧安装四根临时立柱5b；2) Install four permanent pillars 5a on the four corners on the outer sides of the two ends in the X direction of the base length of the prefabricated box building 1, and install four temporary pillars 5b on the two outer sides in the Y direction of the base width of the prefabricated box building 1.
3)安装轨道装置6，在轨道框架6-1上分别靠近四根永久立柱5a位置各安装一套共四套框架锁定装置9，通过八套框架锁定装置9将轨道框架6-1与四根永久立柱5a、四套临时立柱5b锁定连接成一体；将立柱升降装置8-2的一端固定在轨道框架6-1上，框架锁定装置9 固定在轨道框架6-1上，通过框架锁定装置9将轨道框架6-1与四根临时立柱5b锁定连接成一体；3) Install the track device 6 and install a total of four sets of frame locking devices 9 on the track frame 6-1 near the four permanent posts 5a. The track frames 6-1 and four Permanent uprights 5a and four sets of temporary uprights 5b are locked and integrated into one body; one end of the upright device 8-2 is fixed to the track frame 6-1, and the frame lock device 9 is fixed to the track frame 6-1. The frame lock device 9 The track frame 6-1 and the four temporary columns 5b are locked and connected into one body;
4)在横向轨道6-1-1上安装短行走起重装置7b；4) Install a short walking lifting device 7b on the lateral track 6-1-1;
5)盒2运至永久立柱5a的外侧待吊装位置，短行走起重装置7b通过横向轨道6-1-1沿着X方向运行至盒2的上方；5) The box 2 is transported to the outside of the permanent column 5a to be hoisted, and the short walking lifting device 7b runs in the X direction to the upper side of the box 2 through the transverse track 6-1-1;
6)起重机7y-3通过纵向轨道7x-1-1沿着Y方向运行至盒2上方，下降至设定位置；6) The crane 7y-3 runs through the longitudinal rail 7x-1-1 to the top of the box 2 in the Y direction and descends to the set position;
7)起重机7y-3通过固定吊装架10携带盒2上升至设定高度、沿X方向的运行至安装位置和下降完成盒2的安装，即完成第一层第一个房间A的安装；7) The crane 7y-3 completes the installation of the box 2 by carrying the box 2 up to the set height, moving to the installation position in the X direction and lowering by the fixed lifting frame 10, that is, the installation of the first room A on the first floor is completed;
8)将固定吊装架10与盒2脱离，短行走起重装置7b携带固定吊装架10沿X方向运行至下个盒2的待吊装位置；8) Detach the fixed lifting frame 10 from the box 2, and the short walking lifting device 7b carries the fixed lifting frame 10 in the X direction to the next box 2 to be hoisted;
9)重复步骤6至7的作业，完成盒2的安装；9) Repeat steps 6 to 7 to complete the installation of box 2;
10)不断重复上述8至9步骤的施工，完成本层的所有盒2的安装，即完成本层房间为房间A的施工；10) Repeat the above steps 8 to 9 continuously to complete the installation of all the boxes 2 on this floor, that is, to complete the construction of the room A on this floor;
11)将纵墙1-1Y和横墙1-1X运至永久立柱5a外侧待吊装位置，起重机7y-3沿X方向运行至纵墙1-1Y和横墙1-1X的上方，下降至设定位置；11) Transport the vertical wall 1-1Y and the horizontal wall 1-1X to the position to be hoisted outside the permanent column 5a. The crane 7y-3 runs in the X direction to above the vertical wall 1-1Y and the horizontal wall 1-1X, and descends to the setting Fixed position
12)起重机7y-3分别吊着纵墙1-1Y和横墙1-1X上升至设定高度，沿X方向运行至安装位置再下降，完成纵墙1-1Y和横墙1-1X的安装；12) The crane 7y-3 lifts the vertical wall 1-1Y and the horizontal wall 1-1X to the set height, runs in the X direction to the installation position and then descends, completing the installation of the vertical wall 1-1Y and the horizontal wall 1-1X. ;
13)通过立柱升降装置8-2将立柱支撑块8-1升至高位，支撑块锁定装置8-3将立柱支撑块8-1与临时立柱5b锁定固连成一体，将框架锁定装置9与临时立柱5b解锁脱开，将框架锁定装置9与永久立柱5a解锁脱开，立柱升降装置8-2通过立柱支撑块8-1作用于临时立柱5b，将轨道装置6和短行走起重装置7b升高一层后，将框架锁定装置9与临时立柱5b锁定，将框架锁定装置9与永久立柱5a锁定，即轨道框架6-1与立柱5固连成一体，安装连接件5-2，将立柱5-1与装配式盒子建筑1连接成一体，加长立柱5-1，开始进入上一层盒2的安装；13) Raise the column support block 8-1 to a high position through the column lifting device 8-2, and the support block locking device 8-3 locks and fixes the column support block 8-1 and the temporary column 5b into one, and the frame locking device 9 and The temporary post 5b is unlocked and disengaged, the frame locking device 9 is unlocked and disengaged from the permanent post 5a, the post lifting device 8-2 acts on the temporary post 5b through the post support block 8-1, and the track device 6 and the short walking lifting device 7b After raising one level, lock the frame locking device 9 with the temporary column 5b, and lock the frame locking device 9 with the permanent column 5a, that is, the rail frame 6-1 and the column 5 are fixedly integrated into one body, and the connecting member 5-2 is installed. Column 5-1 is connected with prefabricated box building 1 as a whole. Column 5-1 is lengthened to start the installation of box 2 on the upper level.
14)重复上述6至7步骤的施工，完成盒2的安装，即完成上一层第一个房间A的安装，同时也完成了下一层第一个房间B的安装；14) Repeat the construction of steps 6 to 7 above to complete the installation of box 2, that is, the installation of the first room A on the previous floor and the installation of the first room B on the next floor;
15)重复上述10至12步骤的施工，完成下层全部房间B的安装，和本层全部房间A的安装；15) Repeat the above steps 10 to 12 to complete the installation of all rooms B in the lower floor and the installation of all rooms A in this floor;
16)不断重复上述13至15步骤的施工和最高层顶板1-3的安装，完成装配式盒子建筑1的全部施工，拆除短行走起重装置7b、框架锁定装置9、立柱支撑装置8、轨道装置6和临时立柱5b。16) Repeat the above-mentioned steps 13 to 15 and the installation of the top roof 1-3, and complete the construction of the assembled box building 1. Remove the short walking lifting device 7b, the frame locking device 9, the column support device 8, and the track. Device 6 and temporary post 5b.

Claims (10)

  1. 一种装配式盒子建筑，其特征是装配式盒子建筑(1)包括外墙(1-1)、基础(1-2)、顶板(1-3)和盒(2)，设X方向为盒子建筑(1)的长度方向，Y方向为垂直于长度X的方向，当装配式盒子建筑(1)为弧形时，则X是弧形装配式盒子建筑(1)的轮廓弧线或中心弧线，Y方向为所在位置垂直于弧线X的方向；外墙(1-1)包括X方向布置的横墙(1-1X)和Y方向布置的纵墙(1-1Y)，盒(2)包括盒顶(2-1)、盒侧墙(2-2)、盒底(2-3)、盒端墙(2-4)和梁柱框(3)，盒侧墙(2-2)在高度方向位于盒顶(2-1)和盒底(2-3)之间，盒(2)的长度Y方向垂直于装配式盒子建筑(1)的长度X方向，梁柱框(3)位于盒顶(2-1)和盒底(2-3)长度方向的两端，盒(2)在装配式盒子建筑(1)中的空间布置包括在X方向和高度方向是间隔错开排列的布置；盒(2)的内部空腔形成了房间(A)，即房间(A)为所在位置有盒(2)的房间，房间(B)为所在位置没有盒(2)的房间，房间(B)包括房间(B1)，房间(B1)为相邻上下左右四个盒(2)围成的空间，即形成房间(B1)的四个盒(2)是间隔错开排列角部相连的四个盒(2)，也就是房间(B1)为相邻上下左右四个房间均为房间(A)；梁柱框(3)包括顶梁(3-1)、底梁(3-2)和柱(3-3)，梁柱框(3)的外侧包括相邻房间(B)的横墙(1-1X)，梁柱框(3)的内侧包括盒端墙(2-4)，顶梁(3-1)是盒顶(2-1)的端部组成部分，包括盒外顶梁(3-1-1)和/或盒内顶梁(3-1-2)，盒外顶梁(3-1-1)是相邻上层房间(B)的横墙(1-1X)的下部，盒内顶梁(3-1-2)是盒端墙(2-4)的上部，底梁(3-2)是盒底(2-3)的端部组成部分，包括盒外底梁(3-2-1)和/或盒内底梁(3-2-2)，盒外底梁(3-2-1)是相邻下层房间(B)的横墙(1-1X)的上部，盒内底梁(3-2-2)是盒端墙(2-4)的下部，柱(3-3)是盒侧墙(2-2)的端部组成部分，包括盒外柱(3-3-1)和/或盒内柱(3-3-2)，盒外柱(3-3-1)是水平相邻房间(B)的横墙(1-1X)的侧部，盒内柱(3-3-2)是盒端墙(2-4)的侧部，当施工完成后，水平相邻的顶梁(3-1)和底梁(3-2)连接成一体后形成了建筑(1)X方向的梁，上下相邻的柱(3-3)连接成一体后形成了建筑(1)高度方向的柱。A prefabricated box building, characterized in that the prefabricated box building (1) includes an outer wall (1-1), a foundation (1-2), a top plate (1-3) and a box (2), and the X direction is a box The length direction of the building (1), the Y direction is perpendicular to the length X. When the prefabricated box building (1) is arc-shaped, then X is the contour or central arc of the prefabricated box building (1) Line, the Y direction is the direction where the position is perpendicular to the arc X; the outer wall (1-1) includes a transverse wall (1-1X) arranged in the X direction and a longitudinal wall (1-1Y) arranged in the Y direction, and the box (2 ) Includes box top (2-1), box side wall (2-2), box bottom (2-3), box end wall (2-4) and beam frame (3), box side wall (2-2 ) Is located between the box top (2-1) and box bottom (2-3) in the height direction, the length Y direction of the box (2) is perpendicular to the length X direction of the fabricated box building (1), and the beam column frame (3 ) Is located at the two ends of the box top (2-1) and box bottom (2-3) in the length direction. The spatial arrangement of the box (2) in the assembled box building (1) includes a staggered arrangement in the X direction and the height direction. The interior cavity of the box (2) forms the room (A), that is, the room (A) is the room where the box (2) is located, and the room (B) is the room without the box (2). The room (B) includes the room (B1). The room (B1) is a space surrounded by four boxes (2) which are adjacent to each other. The four boxes (2), that is, the room (B1) is the adjacent four rooms (A); the beam and column frame (3) includes a top beam (3-1) and a bottom beam (3-2). ) And columns (3-3), the outside of the beam-column frame (3) includes the transverse wall (1-1X) of the adjacent room (B), and the inside of the beam-column frame (3) includes the box end wall (2-4) , The top beam (3-1) is an end component of the box top (2-1), including the outer top beam (3-1-1) and / or the inner top beam (3-1-2), the box The outer roof beam (3-1-1) is the lower part of the cross wall (1-1X) of the adjacent upper room (B), and the inner roof beam (3-1-2) is the end of the box (2-4). In the upper part, the bottom beam (3-2) is an end component of the box bottom (2-3), including the outer bottom beam (3-2-1) and / or the inner bottom beam (3-2-2), The box bottom beam (3-2-1) is the upper part of the cross wall (1-1X) of the adjacent lower room (B), and the box bottom beam (3-2-2) is the box end wall (2-4) In the lower part, the column (3-3) is the end component of the box side wall (2-2), including the box outer column (3-3-1) and / or the box inner column (3-3-2), the box The outer pillar (3-3-1) is the horizontal wall (1-1X) of the horizontally adjacent room (B) On the side, the inner column of the box (3-3-2) is the side of the end wall (2-4) of the box. When the construction is completed, the horizontally adjacent top beam (3-1) and bottom beam (3-2) The X-direction beams of the building (1) are formed after being connected to form a whole, and the adjacent columns (3-3) above and below are connected to form a post of the height direction of the building (1).
  2. 根据权利要求1所述的一种装配式盒子建筑，其特征在于所述的装配式盒子建筑(1)包括房间(A)和房间(B)，设第m层第n排的房间(mn)为有盒(2)的房间(mnA)，则位于房间(mnA)位置的盒(2)的上下左右无盒(2)，此盒(2)的四角与分别位于房间(m+1n-1)、房间(m+1n+1)、房间(m-1n-1)和房间(m-1n+1)的盒(2)的角部相连；设第m层第n排的房间(mn)为所在位置无盒(2)的房间(mnB)，即房间(mnB)的顶面是位于房间(m+1n)的盒(2)中的盒底(2-3)的下平面，房间(mnB)的地面是位于房间(m-1n)的盒(2)中的盒顶(2-1)的上平面，房间(mnB)的两侧墙面分别是位于房间(mn-1)和房间(mn+1)的盒(2)中盒的侧墙(2-2)的外壁，即盒侧墙(2-2)的内外壁分别是两相邻房间的内壁； 当房间(mn)要求与相邻房间的地面高度相等时，则房间(mn)为房间(mnA)时，位于房间(mnA)的盒(2)中的盒底(2-3)的上平面，与分别位于房间(m-1n-1)和房间(m-1n+1)的盒(2)中的盒顶(2-1)的上平面平；房间(mn)为房间(mnB)时，位于房间(m-1n)的盒(2)中的盒顶(2-1)的上平面，与分别位于房间(mn-1)和房间(mn+1)的盒(2)中的盒底(2-3)的上平面平；即对角线方向相邻的盒(2)安装相连成一体时，盒(2)中的盒顶(2-1)的上平面与上一层角部相连的两盒(2)中的盒底(2-3)的上平面平，盒(2)中的盒底(2-3)的上平面与下一层角部相连的两盒(2)中的盒顶(2-1)的上平面平，盒(2)外部四角包括斜面、间隔排列的缺口和既有斜面又有缺口的三种结构。The prefabricated box building according to claim 1, characterized in that the prefabricated box building (1) comprises a room (A) and a room (B), and an m-th and n-th row of rooms (mn) are provided. For a room (mnA) with a box (2), there are no boxes (2) above and below the box (2) at the position of the room (mnA). The four corners of this box (2) are located in the room (m + 1n-1). ), The room (m + 1n + 1), the room (m-1n-1) and the corner of the box (2) of the room (m-1n + 1) are connected; let the room in the nth row of the mth floor (mn) The room (mnB) without the box (2) at the location, that is, the top surface of the room (mnB) is the lower plane of the box bottom (2-3) in the box (2) of the room (m + 1n), and the room ( The floor of mnB) is the upper plane of the top of the box (2-1) in the box (2) of the room (m-1n). The walls on both sides of the room (mnB) are located in the room (mn-1) and the room. The outer wall of the side wall (2-2) of the box (2) in (mn + 1), that is, the inner and outer walls of the box side wall (2-2) are the inner walls of two adjacent rooms respectively; when the room (mn) requires When the height of the floor of the adjacent room is equal, when the room (mn) is the room (mnA), the upper plane of the box bottom (2-3) in the box (2) of the room (mnA) is different from that of the room (mnA). m-1n-1) and box (m-1n + 1) The top plane of the box top (2-1) in 2) is flat; when the room (mn) is the room (mnB), it is located on the top of the box top (2-1) in the box (2) of the room (m-1n) The plane is flat with the upper plane of the box bottom (2-3) in the box (2) in the room (mn-1) and the room (mn + 1) respectively; that is, the box (2) adjacent to the diagonal direction is installed When connected together, the upper plane of the box top (2-1) in the box (2) and the upper plane of the box bottom (2-3) in the two boxes (2) connected at the upper corners are flat, and the box ( The upper plane of the box bottom (2-3) in 2) is connected with the upper plane of the box top (2-1) in the two boxes (2) connected to the corners of the next layer. The outer four corners of the box (2) include bevels, There are gaps arranged in space and three structures with both slopes and gaps.
  3. 根据权利要求2所述的一种装配式盒子建筑，其特征在于所述的装配式盒子建筑(1)包括若干房间(B)，角部相连的相邻三个盒子模块(2)和纵墙(1-1Y)围成的空间形成了端房间(B2)，端房间(B2)包括位于装配式盒子建筑(1)的两端的两端房间(B2-1)，角部相连的相邻三个盒(2)和顶板(1-3)围成的空间形成了顶房间(B3)，角部相连的相邻三个盒(2)和基础(1-2)的顶围成的空间形成了底房间(B4)，底房间(B4)位于装配式盒子建筑(1)的底层，角部相连的相邻两个盒(2)、基础(1-2)的顶和纵墙(1-1Y)围成的空间形成了底端房间(B5)，底端房间(B5)包括位于装配式盒子建筑(1)底层的两端的底层端房间(B5-1)，角部相连的相邻两个盒(2)、顶板(1-3)和纵墙板(1-1Y)围成的空间形成了顶端房间(B6)，房间(B6)包括位于装配式盒子建筑(1)顶层的两端的顶层端房间(B6-1)。A prefabricated box building according to claim 2, characterized in that the prefabricated box building (1) comprises a plurality of rooms (B), three adjacent box modules (2) connected at the corners and a vertical wall (1-1Y) The enclosed space forms the end room (B2). The end room (B2) includes two end rooms (B2-1) located at both ends of the prefabricated box building (1). The space surrounded by the boxes (2) and the top plate (1-3) forms the top room (B3), and the space surrounded by the three adjacent boxes (2) connected at the corners and the top of the foundation (1-2) forms The bottom room (B4) is located on the ground floor of the prefabricated box building (1), the two adjacent boxes (2) connected at the corners, the top of the foundation (1-2) and the vertical wall (1- 1Y) The enclosed space forms the bottom room (B5). The bottom room (B5) includes the bottom room (B5-1) located at both ends of the ground floor of the prefabricated box building (1). The space surrounded by the boxes (2), the top plate (1-3) and the vertical wall plate (1-1Y) forms the top room (B6). The room (B6) includes the two ends on the top floor of the prefabricated box building (1). Top floor room (B6-1).
  4. 根据权利要求1所述的一种装配式建筑，其特征在于所述的装配式盒子建筑(1)中盒(2)的施工，包括A施工法和B施工法：The prefabricated building according to claim 1, characterized in that the construction of the box (2) in the prefabricated box building (1) comprises A construction method and B construction method:
    A施工法：盒(2)是整体结构，在工厂完成制作后，整体运往现场吊装的；A construction method: The box (2) is the overall structure, and after the production is completed in the factory, it is shipped to the site for hoisting;
    B施工法：盒(2)是模块结构，在工厂将各模块预制好，运至现场再装配成盒(2)，其装配包括B1法和B2法：Construction method B: The box (2) is a modular structure. Each module is prefabricated in the factory and shipped to the site to be assembled into a box (2). The assembly includes the B1 method and the B2 method:
    B1法：装配成盒模块(2)后，再整体吊装；Method B1: After assembling into a box module (2), hoist it as a whole;
    B2法：将预制好的盒模块(2)中的各模块，分开吊装直接装配。Method B2: each module in the pre-made box module (2) is separately hoisted and directly assembled.
  5. 根据权利要求3和4所述的一种装配式盒子建筑，其特征在于所述的装配式盒子建筑(1)中的盒(2)包括盒模块(2a)和上下盒(2b)两种结构，盒模块(2a)包括盒顶(2a-1)、盒侧墙(2a-2)、盒底(2a-3)和梁柱框(3a)，盒顶(2a-1)是倒扣的盒状，盒顶(2a-1)四周下方包括Y方向的盒纵梁(2a-1-1)和伸进梁柱框(3a)顶部凹处X方向的上横梁(2a-1-2)，梁柱框(3a)顶部凹处X方向的长度等于上横梁(2a-1-2)的长度，纵梁(2a-1-1)是盒侧墙(2a-2)的上部，通过上横梁(2a-1-2)将梁柱框(3a)与盒顶(2a-1)固连成一体；盒底(2a-3) 的两端中间包括伸进梁柱框(3a)底部中间凹处的下横梁(2a-3-1)，梁柱框(3a)底部中间凹处X方向的长度等于下横梁(2a-3-1)的长度，通过下横梁(2a-3-1)将梁柱框(3a)与盒底(2a-3)固连成一体；梁柱框(3a)左边(或右边)的盒外柱(3a-3-1)的顶部与上一层梁柱框(3a)盒外底梁(3-2-1)的右边(或左边)的底部相连，梁柱框(3a)左边(或右边)的盒外柱(3a-3-1)的底部与上一层梁柱框(3a)盒外顶梁(3a-1-1)和/或盒顶(2a-1)的右边或左边的顶部相连；上下盒(2b)分上盒(21)和下盒(22)，上盒(21)为倒U型，下盒(22)为U型，上盒(21)包括盒顶(2-1)、盒侧上墙(2-2-1)和上梁柱框(31)，下盒(22)包括盒侧下墙(2-2-2)、盒底(2-3)和下梁柱框(32)，盒侧上墙(2-2-1)和盒侧下墙(2-2-2)组成上下盒(2b)的盒侧墙(2-2)，上梁柱框(31)和下梁柱框(32)组成上下盒(2b)的梁柱框(3)。The prefabricated box building according to claim 3 and 4, characterized in that the box (2) in the prefabricated box building (1) comprises two structures of a box module (2a) and an upper and lower box (2b). The box module (2a) includes the box top (2a-1), the box side wall (2a-2), the box bottom (2a-3), and the beam and column frame (3a). The box top (2a-1) is inverted Box-shaped, the top of the box (2a-1), including the box longitudinal beam (2a-1-1) in the Y direction and the upper beam (2a-1-2) in the X direction, which extends into the top recess of the beam frame (3a), The length in the X direction of the top recess of the beam-column frame (3a) is equal to the length of the upper beam (2a-1-2), and the longitudinal beam (2a-1-1) is the upper part of the box side wall (2a-2) and passes through the upper beam (2a-1-2) The beam-column frame (3a) and the box top (2a-1) are fixedly integrated into one body; the middle of both ends of the box bottom (2a-3) includes a middle recess that projects into the bottom of the beam-column frame (3a) The length of the X-direction of the lower crossbeam (2a-3-1) at the bottom of the column and column frame (3a) is equal to the length of the lower crossbeam (2a-3-1). The beam-column frame (3a) is fixedly integrated with the box bottom (2a-3); the top of the box-column (3a-3-1) on the left (or right) of the beam-column frame (3a) and the upper beam-column frame (3a) The right (or left) bottom of the outer bottom beam (3-2-1) of the box is connected, and the beam column frame ( 3a) The bottom of the left (or right) box outer column (3a-3-1) and the upper layer of the beam and column frame (3a), the box top beam (3a-1-1) and / or the box top (2a-1 The upper and lower boxes (2b) are divided into an upper box (21) and a lower box (22). The upper box (21) is an inverted U-shape, the lower box (22) is a U-shape, and the upper box (21) ) Includes box top (2-1), box-side upper wall (2-2-1), and upper beam column frame (31), and lower box (22) includes box-side lower wall (2-2-2), box bottom (2-3) and the lower beam column frame (32), the box-side upper wall (2-2-1) and the box-side lower wall (2-2-2) form the box-side wall (2- 2). The upper beam column frame (31) and the lower beam column frame (32) form the beam column frame (3) of the upper and lower boxes (2b).
  6. 根据权利要求1所述的一种装配式盒子建筑，其特征在于所述的基础(1-2)为墙基时包括Y方向两侧的沿X方向布置的横基础(1-2X)，盒(2)中的梁柱框(3)位于横基础(1-2X)的正上方，梁柱框(3)在盒(2)长度方向的外侧包括构件(3-4)。The prefabricated box building according to claim 1, characterized in that when the foundation (1-2) is a wall foundation, the lateral foundation (1-2X) is arranged on both sides of the Y direction and arranged in the X direction, and the box The beam-column frame (3) in (2) is located directly above the horizontal foundation (1-2X), and the beam-column frame (3) includes members (3-4) on the outer side of the box (2) in the length direction.
  7. 根据权利要求1所述的一种装配式盒子建筑，其特征在于所述的装配式盒子建筑(1)中的盒(2)在现场是整体吊装的，角部相邻的盒(2)在安装时，上下相连的柱(3-3)的承载面是接触无间隙的，其它部位连接面之间的间隙安装结束后通过灌注浆充满缝隙。The prefabricated box building according to claim 1, characterized in that the box (2) in the prefabricated box building (1) is integrally hoisted at the site, and the box (2) adjacent to the corner is located at During installation, the load-bearing surfaces of the columns (3-3) connected up and down are contact-free, and the gaps between the connection surfaces of other parts are filled with grout after the installation is completed.
  8. 根据权利要求5所述的一种装配式盒子建筑，其特征在于所述的装配式盒子建筑(1)的施工装置(4)包括立柱装置(5)、轨道装置(6)、行走起重装置(7)、立柱支撑装置(8)、框架锁定装置(9)和吊装架(10)，立柱装置(5)位于装配式盒子建筑(1)外，立柱装置(5)包括立柱(5-1)和连接件(5-2)，通过连接件(5-2)将立柱(5-1)与装配式盒子建筑(1)连接成一体，立柱装置(5)包括永久立柱(5a)和/或临时立柱(5b)两种结构，永久立柱(5a)是装配式盒子建筑(1)的组成部分，临时立柱(5b)是需拆除的临时支撑；轨道装置(6)包括轨道框架(6-1)和导向接口装置(6-2)，轨道框架(6-1)包括沿装配式盒子建筑(1)长度X方向的横向轨道(6-1-1)，导向接口装置(6-2)位于导向装置(5)处，通过导向接口装置(6-2)使轨道框架(6-1)在导向装置(5)限制的范围内升降，即导向装置(5)是轨道框架(6-1)的在X和Y两方向的限位装置，轨道框架(6-1)中两横向轨道(6-1-1)在Y方向的距离大于装配式盒子建筑(1)的宽度；行走起重装置(7)包括横行走装置(7x)和纵行走装置(7y)，横行走装置(7x)包括沿X方向运行的主机架(7x-1)和横向行走轮(7x-2)，横向行走轮(7x-2)安装在主机架(7x-1)上，当两横向轨道(6-1-1)在Y方向的距离不是恒值时，横向行走轮(7x-2)包括纵向移动装置(7x-2y)，即通过纵向移动装置(7x-2y)在 主机架(7x-1)上沿Y方向的移动，使横向行走轮(7x-2)在Y方向之间的距离等于两横向轨道(6-1-1)在Y方向的距离，横向行走轮(7x-2)在横向轨道(6-1-1)上运行，行走起重装置(7)通过横行走装置(7x)沿X方向运行；纵行走装置(7y)包括沿Y方向运行的辅机架(7y-1)、纵向行走轮(7y-2)和起重机(7y-3)，纵向行走轮(7y-2)安装在辅机架(7y-1)上，起重机(7y-3)安装在辅机架(7y-1)上，主机架(7x-1)包括纵向行走轮(7y-2)沿Y方向运行的纵向轨道(7x-1-1)，起重机(7y-3)通过纵向行走轮(7y-2)沿Y方向运行，即行走起重装置(7)通过横行走装置(7x)和纵行走装置(7y)实现起重机(7y-3)携带装配式盒子建筑(1)的部件沿X和Y两方向的运行；行走起重装置(7)是在横向轨道(6-1-1)上方运行的，纵向轨道(7x-1-1)包括Y方向伸出两横向轨道(6-1-1)的长纵向轨道(7x-1-1a)和不伸出两横向轨道(6-1-1)的短纵向轨道(7x-1-1b)，对应于长纵向轨道(7x-1-1a)的行走起重装置(7)和主机架(7x-1)为长行走起重装置(7a)和长主机架(7x-1a)，对应于短纵向轨道(7x-1-1b)的行走起重装置(7)和主机架(7x-1)为短行走起重装置(7b)和短主机架(7x-1b)，长行走起重装置(7a)将装配式盒子建筑(1)的模块或部件通过起重机(7y-3)从装配式盒子建筑(1)沿X方向或Y方向的外侧吊入轨道框架(6-1)内进行安装，短行走起重装置(7b)将装配式盒子建筑(1)的模块或部件通过起重机(7y-3)从装配式盒子建筑(1)X方向的外侧吊入轨道框架(6-1)内进行安装；立柱支撑装置(8)包括立柱支撑块(8-1)、立柱升降装置(8-2)和支撑块锁定装置(8-3)，立柱升降装置(8-2)的一端固定在立柱支撑块(8-1)上，另一端固定在轨道框架(6-1)上，支撑块锁定装置(8-3)固定在立柱支撑块(8-1)上，支撑块锁定装置(8-3)与立柱(5-1)解锁，通过立柱升降装置(8-2)调节立柱支撑块(8-1)的高度；框架锁定装置(9)安装在导向接口装置(6-2)上，框架锁定装置(9)动作时将轨道框架(6-1)固定与立柱(5-1)固连成一体，当轨道框架(6-1)要升降时，需打开框架锁定装置(9)。A prefabricated box building according to claim 5, characterized in that the construction device (4) of the prefabricated box building (1) comprises a column device (5), a track device (6), and a walking lifting device (7) Column supporting device (8), frame locking device (9) and lifting frame (10), the column device (5) is located outside the assembled box building (1), and the column device (5) includes the column (5-1 ) And the connector (5-2), the column (5-1) is connected to the assembled box building (1) through the connector (5-2), and the column device (5) includes a permanent column (5a) and / Or temporary columns (5b). The permanent columns (5a) are part of the prefabricated box building (1). The temporary columns (5b) are temporary supports that need to be removed. The track device (6) includes the track frame (6- 1) and guide interface device (6-2), the track frame (6-1) includes the lateral track (6-1-1) along the length X direction of the assembled box building (1), and the guide interface device (6-2) It is located at the guide device (5), and the rail frame (6-1) is raised and lowered within the range restricted by the guide device (5) through the guide interface device (6-2), that is, the guide device (5) is the rail frame (6-1) ) Limit device in X and Y directions, track The distance between the two transverse tracks (6-1-1) in the frame (6-1) in the Y direction is greater than the width of the assembled box building (1); the walking lifting device (7) includes a horizontal walking device (7x) and a vertical walking Device (7y), the horizontal walking device (7x) includes a main frame (7x-1) and a horizontal walking wheel (7x-2) running in the X direction, and the horizontal walking wheel (7x-2) is installed on the main frame (7x-1) ), When the distance between the two lateral rails (6-1-1) in the Y direction is not a constant value, the lateral walking wheel (7x-2) includes a longitudinal moving device (7x-2y), that is, by the longitudinal moving device (7x- 2y) the movement in the Y direction on the main frame (7x-1), so that the distance between the transverse walking wheel (7x-2) in the Y direction is equal to the distance between the two transverse tracks (6-1-1) in the Y direction, The transverse walking wheel (7x-2) runs on the transverse track (6-1-1), and the walking lifting device (7) runs in the X direction through the transverse walking device (7x); the longitudinal walking device (7y) includes along the Y direction Running auxiliary frame (7y-1), longitudinal traveling wheel (7y-2) and crane (7y-3), the longitudinal traveling wheel (7y-2) is installed on the auxiliary frame (7y-1), and the crane (7y -3) Installed on the auxiliary frame (7y-1), the main frame (7x-1) includes a longitudinal track (7x-1-1) running in the Y direction by the longitudinal walking wheels (7y-2) The crane (7y-3) runs in the Y direction through the longitudinal traveling wheels (7y-2), that is, the traveling lifting device (7) realizes the carrying of the crane (7y-3) by the transverse traveling device (7x) and the longitudinal traveling device (7y). The components of the prefabricated box building (1) run in the X and Y directions; the walking lifting device (7) runs above the transverse track (6-1-1), and the longitudinal track (7x-1-1) includes Long longitudinal orbit (7x-1-1a) extending two lateral orbits (6-1-1) in the Y direction and short longitudinal orbit (7x-1-1b) not extending two transverse orbits (6-1-1) , The walking lifting device (7) and the main frame (7x-1) corresponding to the long longitudinal track (7x-1-1a) are the long walking lifting device (7a) and the long main frame (7x-1a), corresponding to The short lifting rail (7x-1-1b) walking lifting device (7) and the main frame (7x-1) are short walking lifting device (7b) and short main frame (7x-1b), and the long walking lifting device (7a) The module or component of the prefabricated box building (1) is hoisted from the outer side of the prefabricated box building (1) in the X direction or the Y direction into the track frame (6-1) by a crane (7y-3) for installation. , The short walking lifting device (7b) transfers the modules or components of the prefabricated box building (1) from the prefabricated box building (1) by a crane (7y-3) ) The X-direction outside is suspended into the track frame (6-1) for installation; the column support device (8) includes a column support block (8-1), a column lifting device (8-2), and a support block locking device (8- 3), one end of the column lifting device (8-2) is fixed on the column support block (8-1), the other end is fixed on the rail frame (6-1), and the support block locking device (8-3) is fixed on the column On the support block (8-1), the support block locking device (8-3) is unlocked from the column (5-1), and the height of the column support block (8-1) is adjusted by the column lifting device (8-2); the frame is locked The device (9) is installed on the guide interface device (6-2). When the frame locking device (9) moves, the track frame (6-1) is fixedly fixed to the upright post (5-1) into one body. When the track frame (6) -1) To lift, you need to open the frame locking device (9).
  9. 根据权利要求8所述的装配式盒子建筑，其特征在于所述的装配式盒子建筑(1)中的永久立柱(5a)是钢结构件，在装配式盒子建筑(1)的顶部通过钢结构件(1-4)相连成一体。The prefabricated box building according to claim 8, characterized in that the permanent column (5a) in the prefabricated box building (1) is a steel structure, and the top of the prefabricated box building (1) passes through the steel structure. The pieces (1-4) are connected together.
  10. 根据权利要求8所述的装配式盒子建筑，其特征在于所述的装配式盒子建筑(1)用施工装置(4)进行施工，包括A施工法和B施工法：The prefabricated box building according to claim 8, characterized in that the prefabricated box building (1) is constructed by a construction device (4), including A construction method and B construction method:
    A施工法：采用由长行走起重装置(7a)组成的施工装置(4)的施工法，其包括如下施工步骤：A construction method: a construction method using a construction device (4) composed of a long walking lifting device (7a), which includes the following construction steps:
    1)完成装配式盒子建筑(1)的基础施工，平整装配式盒子建筑(1)两侧的场地；1) Complete foundation construction of prefabricated box building (1), level the ground on both sides of prefabricated box building (1);
    2)在装配式盒子建筑(1)的基础长度X方向的两端面的外侧四个角部安装四根永久立柱(5a)， 在装配式盒子建筑(1)的基础宽度Y方向的两外侧安装临时立柱(5b)；2) Install four permanent pillars (5a) on the four corners on the outer side of both end faces in the X direction of the base length of the prefabricated box building (1), and install on the two outer sides in the Y direction of the base width of the prefabricated box building (1) Temporary post (5b);
    3)安装轨道装置(6)，在轨道框架(6-1)上分别靠近永久立柱(5a)和临时立柱(5b)的位置各安装一套框架锁定装置(9)，通过框架锁定装置(9)将轨道框架(6-1)与立柱(5)锁定连接成一体；3) Install the track device (6), install a frame locking device (9) on the track frame (6-1) near the permanent column (5a) and the temporary column (5b), and pass the frame locking device (9) ) Lock and connect the track frame (6-1) and the upright (5) into one body;
    4)在横向轨道(6-1-1)上安装长行走起重装置(7a)；4) Install a long walking lifting device (7a) on the lateral track (6-1-1);
    5)长行走起重装置(7a)通过横向轨道(6-1-1)沿着X方向运行至设定位置盒(2)的安装位置，通过立柱升降装置(8-2)调节轨道装置(6)底部的高度；5) The long walking lifting device (7a) runs in the X direction through the transverse rail (6-1-1) to the installation position of the set position box (2), and adjusts the rail device (8-2) by the column lifting device (8-2) 6) the height of the bottom;
    6)盒(2)运至装配式盒子建筑(1)外侧待吊装位置，起重机(7y-3)通过纵向轨道(7x-1-1)沿着Y方向运行至盒(2)上方，下降至设定位置；6) The box (2) is transported to the outside of the prefabricated box building (1) to be hoisted. The crane (7y-3) runs through the longitudinal rail (7x-1-1) in the Y direction to above the box (2) and descends to Set position
    7)起重机(7y-3)通过固定吊装架(10)携带盒(2)上升、平移和下降完成盒(2)的安装，即完成第一层第一个房间(A)的安装；7) The crane (7y-3) completes the installation of the box (2) by fixing the lifting frame (10) carrying the box (2) up, translation and lowering, that is, the installation of the first room (A) on the first floor;
    8)将固定吊装架(10)与盒(2)脱离，长行走起重装置(7a)携带固定吊装架(10)沿X方向运行至下个盒(2)的安装位置；8) Detach the fixed lifting frame (10) from the box (2), and the long walking lifting device (7a) carries the fixed lifting frame (10) in the X direction to the installation position of the next box (2);
    9)重复步骤6)至7)的作业，完成盒(2)的安装；9) Repeat the operations of steps 6) to 7) to complete the installation of the box (2);
    10)不断重复上述8)至9)步骤的施工，完成本层的所有盒(2)的安装，即完成本层房间为房间(A)的施工；10) Repeat the above steps 8) to 9) continuously to complete the installation of all boxes (2) on this floor, that is, to complete the construction of the room on this floor as room (A);
    11)将纵墙(1-1Y)和横墙(1-1X)运至装配式盒子建筑(1)外侧待吊装位置，起重机(7y-3)沿Y方向运行至纵墙(1-1Y)和横墙(1-1X)的上方，下降至设定位置；11) Transport the vertical wall (1-1Y) and horizontal wall (1-1X) to the outside of the assembled box building (1) to be hoisted. The crane (7y-3) runs in the Y direction to the vertical wall (1-1Y). And above the horizontal wall (1-1X), descend to the set position;
    12)起重机(7y-3)分别吊着纵墙(1-1Y)和横墙(1-1X)上升至设定高度，沿Y方向运行至安装位置再下降，完成纵墙(1-1Y)和横墙(1-1X)的安装；12) The crane (7y-3) lifts the vertical wall (1-1Y) and the horizontal wall (1-1X) to the set height, runs in the Y direction to the installation position, and then descends to complete the vertical wall (1-1Y). And horizontal wall (1-1X) installation;
    13)通过立柱升降装置(8-2)将立柱支撑块(8-1)升至高位，支撑块锁定装置(8-3)将立柱支撑块(8-1)与永久立柱(5a)锁定固连成一体，将框架锁定装置(9)与临时立柱(5b)解锁脱开，将框架锁定装置(9)与临时立柱(5b)解锁脱开，立柱升降装置(8-2)通过立柱支撑块(8-1)作用于永久立柱(5a)，将轨道装置(6)和长行走起重装置(7a)升高一层后，将框架锁定装置(9)与临时立柱(5b)锁定，将框架锁定装置(9)与永久立柱(5a)锁定，即轨道框架(6-1)与立柱(5)固连成一体，安装连接件(5-2)，将立柱(5-1)与装配式盒子建筑(1)连接成一体，加长立柱(5-1)，开始进入上一层盒(2)的安装；13) The column support block (8-1) is raised to a high position by the column lifting device (8-2), and the support block locking device (8-3) locks and secures the column support block (8-1) and the permanent column (5a). The frame locking device (9) is unlocked from the temporary column (5b), the frame locking device (9) is unlocked from the temporary column (5b), and the column lifting device (8-2) is supported by the column support block (8-1) acting on the permanent post (5a), after raising the track device (6) and the long walking lifting device (7a) by one layer, the frame locking device (9) and the temporary post (5b) are locked, and The frame locking device (9) is locked with the permanent post (5a), that is, the rail frame (6-1) and the post (5) are fixedly integrated into one body, the connection member (5-2) is installed, and the post (5-1) is assembled with The box-type building (1) is connected into a whole, the column (5-1) is lengthened, and the installation of the box (2) on the upper level begins.
    14)重复上述6)至7)步骤的施工，完成盒(2)的安装，即完成上一层第一个房间(A)的安装，同时也完成了下一层第一个房间(B)的安装；14) Repeat the above steps 6) to 7) to complete the installation of the box (2), that is, the installation of the first room (A) on the upper floor and the first room (B) on the next floor are also completed. installation;
    15)重复上述10)至12)步骤的施工，完成下层全部房间(B)的安装，和本层全部房 间(A)的安装；15) Repeat the above steps 10) to 12) to complete the installation of all rooms (B) on the lower floor and the installation of all rooms (A) on the current floor;
    16)不断重复上述13)至15)步骤的施工和最高层顶板(1-3)的安装，完成装配式盒子建筑(1)的全部施工，拆除长行走起重装置(7a)、立柱支撑装置(8)、框架锁定装置(9)、轨道装置(6)和临时立柱(5b)；16) Repeat the construction of steps 13) to 15) and the installation of the top floor (1-3), complete the construction of the fabricated box building (1), and remove the long walking lifting device (7a) and the column support device. (8), frame locking device (9), track device (6) and temporary post (5b);
    B施工法：采用由短行走起重装置(7b)组成的施工装置(4)的施工法，其包括如下施工步骤：B Construction method: A construction method using a construction device (4) composed of a short walking lifting device (7b), which includes the following construction steps:
    1)完成装配式盒子建筑(1)的基础施工，平整装配式盒子建筑(1)两侧的场地；1) Complete foundation construction of prefabricated box building (1), level the ground on both sides of prefabricated box building (1);
    2)在装配式盒子建筑(1)的基础长度X方向的两端面的外侧四个角部安装四根永久立柱(5a)，在装配式盒子建筑(1)的基础宽度Y方向的两外侧安装四根临时立柱(5b)；2) Install four permanent posts (5a) on the four corners on the outer side of the two ends of the base box in the X direction of the length of the prefabricated box building (1), and install on the two outer sides in the direction of the base width of the prefabricated box building (1) Four temporary columns (5b);
    3)安装轨道装置(6)，在轨道框架(6-1)上分别靠近四根永久立柱(5a)位置各安装一套共四套框架锁定装置(9)，通过八套框架锁定装置(9)将轨道框架(6-1)与四根永久立柱(5a)、四套临时立柱(5b)锁定连接成一体；将立柱升降装置(8-2)的一端固定在轨道框架(6-1)上，框架锁定装置(9)固定在轨道框架(6-1)上，通过框架锁定装置(9)将轨道框架(6-1)与四根临时立柱(5b)锁定连接成一体；3) Install the track device (6), install a total of four sets of frame locking devices (9) on the track frame (6-1) near the four permanent posts (5a), and pass eight sets of frame locking devices (9 ) Lock the rail frame (6-1) with the four permanent columns (5a) and the four sets of temporary columns (5b) into one; lock one end of the column lifting device (8-2) to the rail frame (6-1) The frame locking device (9) is fixed on the rail frame (6-1), and the rail frame (6-1) and the four temporary columns (5b) are locked and connected into a body through the frame locking device (9);
    4)在横向轨道(6-1-1)上安装短行走起重装置(7b)；4) Install a short walking lifting device (7b) on the lateral track (6-1-1);
    5)盒(2)运至永久立柱(5a)的外侧待吊装位置，短行走起重装置(7b)通过横向轨道(6-1-1)沿着X方向运行至盒(2)的上方；5) The box (2) is transported to the outside of the permanent post (5a) to be hoisted, and the short walking lifting device (7b) runs in the X direction to the upper side of the box (2) through the transverse rail (6-1-1);
    6)起重机(7y-3)通过纵向轨道(7x-1-1)沿着Y方向运行至盒(2)上方，下降至设定位置；6) The crane (7y-3) runs through the longitudinal rail (7x-1-1) along the Y direction to the top of the box (2) and descends to the set position;
    7)起重机(7y-3)通过固定吊装架(10)携带盒(2)上升至设定高度、沿X方向的运行至安装位置和下降完成盒(2)的安装，即完成第一层第一个房间(A)的安装；7) The crane (7y-3) completes the installation of the box (2) by lifting the carrying box (2) to the set height through the fixed lifting frame (10), running to the installation position in the X direction, and lowering to complete the installation of the box (2). Installation of one room (A);
    8)将固定吊装架(10)与盒(2)脱离，短行走起重装置(7b)携带固定吊装架(10)沿X方向运行至下个盒(2)的待吊装位置；8) Detach the fixed lifting frame (10) from the box (2), and the short walking lifting device (7b) carries the fixed lifting frame (10) in the X direction to the next box (2) to be hoisted;
    9)重复步骤6)至7)的作业，完成盒(2)的安装；9) Repeat the operations of steps 6) to 7) to complete the installation of the box (2);
    10)不断重复上述8)至9)步骤的施工，完成本层的所有盒(2)的安装，即完成本层房间为房间(A)的施工；10) Repeat the above steps 8) to 9) continuously to complete the installation of all boxes (2) on this floor, that is, to complete the construction of the room on this floor as room (A);
    11)将纵墙(1-1Y)和横墙(1-1X)运至永久立柱(5a)外侧待吊装位置，起重机(7y-3)沿X方向运行至纵墙(1-1Y)和横墙(1-1X)的上方，下降至设定位置；11) Transport the vertical wall (1-1Y) and horizontal wall (1-1X) to the position to be hoisted outside the permanent column (5a), and the crane (7y-3) runs in the X direction to the vertical wall (1-1Y) and horizontal Above the wall (1-1X), descend to the set position;
    12)起重机(7y-3)分别吊着纵墙(1-1Y)和横墙(1-1X)上升至设定高度，沿X方向运行至安装位置再下降，完成纵墙(1-1Y)和横墙(1-1X)的安装；12) The crane (7y-3) lifts the vertical wall (1-1Y) and the horizontal wall (1-1X) to the set height, runs in the X direction to the installation position, and then descends to complete the vertical wall (1-1Y). And horizontal wall (1-1X) installation;
    13)通过立柱升降装置(8-2)将立柱支撑块(8-1)升至高位，支撑块锁定装置(8-3)将立柱支撑块(8-1)与临时立柱(5b)锁定固连成一体，将框架锁定装置(9)与临时立柱(5b)解锁脱开，将框架锁定装置(9)与永久立柱(5a)解锁脱开，立柱升降装置(8-2)通过立柱支撑块(8-1)作用于临时立柱(5b)，将轨道装置(6)和短行走起重装置(7b)升高一层后，将框架锁定装置(9)与临时立柱(5b)锁定，将框架锁定装置(9)与永久立柱(5a)锁定，即轨道框架(6-1)与立柱(5)固连成一体，安装连接件(5-2)，将立柱(5-1)与装配式盒子建筑(1)连接成一体，加长立柱(5-1)，开始进入上一层盒(2)的安装；13) The column support block (8-1) is raised to a high position by the column lifting device (8-2), and the support block locking device (8-3) locks and secures the column support block (8-1) and the temporary column (5b). The frame locking device (9) is unlocked from the temporary column (5b), the frame locking device (9) is unlocked from the permanent column (5a), and the column lifting device (8-2) is supported by the column support block. (8-1) acting on the temporary post (5b), raising the track device (6) and the short walking lifting device (7b) to a level, locking the frame locking device (9) with the temporary post (5b), The frame locking device (9) is locked with the permanent post (5a), that is, the rail frame (6-1) and the post (5) are fixedly integrated into one body, the connection member (5-2) is installed, and the post (5-1) is assembled with The box-type building (1) is connected into a whole, the column (5-1) is lengthened, and the installation of the box (2) on the upper level begins.
    14)重复上述6)至7)步骤的施工，完成盒(2)的安装，即完成上一层第一个房间(A)的安装，同时也完成了下一层第一个房间(B)的安装；14) Repeat the above steps 6) to 7) to complete the installation of the box (2), that is, the installation of the first room (A) on the upper floor and the first room (B) on the next floor are also completed. installation;
    15)重复上述10)至12)步骤的施工，完成下层全部房间(B)的安装，和本层全部房间(A)的安装；15) Repeat the above steps 10) to 12) to complete the installation of all rooms (B) on the lower floor and the installation of all rooms (A) on the current floor;
    16)不断重复上述13)至15)步骤的施工和最高层顶板(1-3)的安装，完成装配式盒子建筑(1)的全部施工，拆除短行走起重装置(7b)、框架锁定装置(9)、立柱支撑装置(8)、轨道装置(6)和临时立柱(5b)。16) Repeat the construction of steps 13) to 15) and the installation of the top floor (1-3), complete the construction of the assembled box building (1), remove the short walking lifting device (7b), and the frame locking device (9), a column support device (8), a track device (6), and a temporary column (5b).
PCT/CN2019/088059 2018-05-20 2019-05-23 Assembled box building, construction equipment for same, and construction method therefor WO2019223742A1 (en)

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