WO2019223743A1 - Construction device and construction method for prefabricated building, and box building - Google Patents

Construction device and construction method for prefabricated building, and box building Download PDF

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Publication number
WO2019223743A1
WO2019223743A1 PCT/CN2019/088060 CN2019088060W WO2019223743A1 WO 2019223743 A1 WO2019223743 A1 WO 2019223743A1 CN 2019088060 W CN2019088060 W CN 2019088060W WO 2019223743 A1 WO2019223743 A1 WO 2019223743A1
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WO
WIPO (PCT)
Prior art keywords
frame
box
column
walking
building
Prior art date
Application number
PCT/CN2019/088060
Other languages
French (fr)
Chinese (zh)
Inventor
王燏斌
Original Assignee
Wang Yubin
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Filing date
Publication date
Application filed by Wang Yubin filed Critical Wang Yubin
Publication of WO2019223743A1 publication Critical patent/WO2019223743A1/en

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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/35Extraordinary methods of construction, e.g. lift-slab, jack-block
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/348Structures 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
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/348Structures 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
    • E04B1/34807Elements integrated in a skeleton
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/35Extraordinary methods of construction, e.g. lift-slab, jack-block
    • E04B2001/3588Extraordinary 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 construction device of a prefabricated building, a construction method thereof and a box building, and belongs to the technical field of building construction.
  • Existing prefabricated buildings mainly refer to slab buildings, while box buildings mainly refer to container buildings. Due to their large weight, reinforced concrete box building modules rely on general lifting equipment (car cranes, tower cranes, etc.) for lifting, and their lifting loads are limited, and No precise lifting is possible.
  • general lifting equipment car cranes, tower cranes, etc.
  • the present invention proposes a construction device of a prefabricated building, a construction method thereof, and a box building.
  • the purpose thereof is to overcome the shortcomings of the prior art. Its main advantages are: it is composed of a guide device 3, a track device 4 and a walking lifting device 5.
  • the construction device 2 uses its own lifting device 5y-3 to lift the prefabricated component box 9 from the side or both ends, and then realizes the alignment installation by moving in the X and Y directions, and supports 6 or 7 or 8 and the frame locking device.
  • the coordinated action of 11 realizes the lifting of the track device 4 and the walking lifting device 5 to meet the lifting installation of the heavy prefabricated component box 9.
  • the pillar 31-1 of the guide device 3 can be used as a permanent structure of the building.
  • the construction device has a simple structure and high efficiency. .
  • the construction device 2 of the prefabricated building 1 includes a guide device 3, a track device 4, and a walking lifting device 5, the guide device 3 is located outside the prefabricated building 1, and the guide device 3 includes a pillar device 31 and / or
  • the climbing device 32 has two structures.
  • the column device 31 includes a column 31-1 and a connector 31-2.
  • the column 31-1 is connected to the assembled building 1 through the connector 31-2.
  • the column device 31 includes a permanent column 31a and There are two types of temporary columns 31b.
  • the permanent column 31a is a component of the prefabricated building 1.
  • the temporary column 31b is a temporary support to be removed after construction of the prefabricated building 1.
  • the climbing device 32 includes a movable column 32-1 and a connecting device 32.
  • the movable column 32-1 is connected with the prefabricated building 1 through the connecting device 32-2;
  • the track device 4 includes the track frame 4-1 and the guide interface device 4-2, and the track frame 4-1 includes the The transverse track 4-1-1 in the building 1X direction, the track device 4 includes the track frame 4-1 and the guide interface device 4-2.
  • the X direction be the length direction of the prefabricated building 1
  • the Y direction be the direction perpendicular to the length X.
  • the track frame 4-1 includes a transverse rail 4-1-1 along the prefabricated building 1X
  • the guide interface device 4-2 is located at the guide device 3, and the guide frame device 4-1 is used to raise and lower the track frame 4-1 within the limit of the guide device 3, that is, the guide device 3 is the X and Positioning device in both directions of Y
  • the track frame 4-1 includes two transverse tracks 4-1-1 whose distance in the Y direction is larger than the large frame 4a-1 of the prefabricated building 1 and the smaller frame 4b-1 of the prefabricated building 1
  • the corresponding track devices 4 are a large track device 4a and a small track device 4b, respectively;
  • the walking lifting device 5 includes a horizontal walking device 5x and a vertical walking device 5y, and the horizontal walking device 5x includes a main frame 5x-1 running in the X direction and
  • the movement in the Y direction makes the distance between the transverse walking wheels 5x-2 in the Y direction equal to the distance of the transverse rail 4-1-1 in the Y direction.
  • the walking lifting device 5 runs in the X direction through the transverse walking device 5x;
  • the traveling device 5y includes an auxiliary frame 5y-1 running in the Y direction, a longitudinal traveling wheel 5y-2, and a crane 5y-3.
  • the longitudinal traveling wheel 5y-2 is installed on the auxiliary frame 5y-1, and the crane 5y-3 is installed on On the auxiliary frame 5y-1, the main frame 5x-1 includes a longitudinal track 5x-1-1 running in the Y direction by the longitudinal traveling wheel 5y-2, and the crane 5y-3 runs in the Y direction by the longitudinal traveling wheel 5y-2, that is,
  • the walking lifting device 5 realizes the operation of the crane 5y-3 to carry the components of the assembled building 1 in the X and Y directions through the horizontal walking device 5x and the vertical walking device 5y.
  • the longitudinal rail 5x-1-1 includes a lateral extension in the Y direction.
  • Long-track 5x-1-1a of track 4-1-1 and short-track 5x-1-1b of lateral track 4-1-1 which does not extend in the Y direction, corresponding to the walking lifting of the long track 5x-1-1a
  • the device 5 and the main frame 5x-1 are the long walking lifting device 5a and the long frame 5x-1a protruding from the transverse rail 4-1-1, and the walking lifting device 5 and the main body corresponding to the short rail 5x-1-1b
  • the frame 5x-1 is not extended out of the transverse rail 4- 1-1 short walking lifting device 5b and short frame 5x-1b, long walking lifting device 5a will move the modules or components of prefabricated building 1 from the outer side of prefabricated building 1 in the Y direction and / or by crane 5y-3
  • the X-direction is hoisted into the track frame 4-1 for installation, or the prefabricated building 1 outside the track frame 4-1 is installed.
  • the short walking lifting device 5b lifts the modules or components of the prefabricated building 1 through the crane 5y-3.
  • the outside of the prefabricated building 1 is hoisted into the track frame 4-1 along the X direction for installation; the walking lifting device 5 includes two structures of a bottom walking lifting device 51 and a hanging walking lifting device 52.
  • the bottom walking lifting device 51 is at Running above the horizontal track 4-1-1, including a long bottom walking hoisting device 51a extending out of the transverse rail 4-1-1 and a short bottom walking hoisting device 51b not extending out of the transverse rail 4-1-1; suspension
  • the walking hoisting device 52 is suspended under the transverse rail 4-1-1, and includes a long hanging walking hoisting device 52a extending out of the guide device 3 and a short hanging walking hoisting device 52b not extending the guide device 3;
  • a construction device 2 also includes one of the walking support device 6, the frame support device 7, and the column support device 8.
  • the walking support device 6 includes a walking support bracket 6-1, a walking lifting device 6-2, and a walking support column 6-3.
  • the walking support bracket 6-1 is installed on the main frame 5x-1, and the walking lift The device 6-2 adjusts the height of the bottom of the walking support column 6-3.
  • the frame support device 7 includes a frame support bracket 7-1, a frame lifting device 7-2, and a frame support column 7-3.
  • the frame support bracket 7-1 is installed on the rail frame 4-1, and the frame lifting device 7-2 is adjusted.
  • the frame support device 7 supports the track frame 4-1;
  • the column support device 8 includes column support Block 8-1, column lifting device 8-2, and 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 4-1 to support The block locking device 8-3 is fixed on the column support block 8-1.
  • the guide device 3 is the column device 31
  • the The block locking device 8-3 is unlocked from the column 31-1, and the height of the column support block 8-1 is adjusted by the column lifting device 8-2.
  • the column support block 8-1 is the movable column 32.
  • the supporting block locking device 8-3 is the connecting device 32-2.
  • the connecting device 32-2 connects the movable column 32-1 with the prefabricated building 1
  • the height of the track frame 4-1 is adjusted by the column lifting device 8-2.
  • the support block locking device 8-3 is unlocked from the prefabricated building 1, even when the movable column 32-1 is disengaged from the prefabricated building 1 , Adjust the height of the movable column 32-1 through the column lifting device 8-2.
  • the invention has the advantages that the construction device 2 composed of the guide device 3, the track device 4 and the walking lifting device 5 uses its own lifting device 5y-3 to lift the prefabricated component box 9 from the side or both ends, and then passes X, Y
  • the movement in the direction realizes the alignment installation, and the coordinated action of the supporting device 6 or 7 or 8 and the frame locking device 11 realizes the lifting and lowering of the track device 4 and the walking lifting device 5 to meet the lifting installation of the heavy prefabricated component box 9 and the guide device.
  • the column 31-1 of 3 can be used as the permanent structure of the building.
  • the construction device has a simple structure and high efficiency.
  • FIG. 1 is a schematic structural diagram of a guide device 3, a track device 4 and a walking lifting device 5 constituting a construction device 2;
  • Fig. 2 is an AA view of Fig. 1, and is also a schematic structural diagram of a long bottom walking lifting device 51a composed of a long frame 5x-1a, and also a long rail 5x-1- protruding lateral track 4-1-1 in the Y direction 1a structure diagram;
  • FIG. 3 is a partially enlarged view of FIG. 2I, and is also a schematic structural view of a transverse walking wheel 5x-2 at the bottom of a long frame 5x-1a running on a lateral track 4-1-1 of the large frame 4a-1;
  • FIG. 4 is a rotation view in the direction of B in FIG. 1, and is also a schematic diagram of a large track device 4 a composed of a large frame 4 a-1, a schematic diagram of a lateral track 4-1-1, and a schematic diagram of a guide interface device 4-2. ;
  • FIG. 5 is a schematic structural diagram of a large frame 4a-1, a lateral rail 4-1-1, and a guide interface device 4-2 constituting the large rail device 4a;
  • FIG. 6 is a structural schematic diagram of a box 9 composed of a top plate 9-1, a box side wall 9-2, a bottom plate 9-3, a box end wall 9-4, and a beam and column frame 10, and also a top beam 10-1 and a bottom beam 10 -2 and the column 10-3 constitute the structural diagram of the beam-column frame 10;
  • FIG. 7 is a view in the direction of the arrow A of FIG. 6, and is also a schematic structural diagram of a top beam 10-1 composed of a box top beam 10-1-1 and a box top beam 10-1-2, and also a box bottom beam 10-2- 1 and the bottom beam 10-2-2 inside the box constitute the schematic diagram of the bottom beam 10-2, which is also the structure schematic of the outer pillar 10-3-1 and the inner pillar 10-3-2 the pillar 10-3;
  • FIG. 8 is a sectional view taken along the line B-B of FIG. 7 and is a schematic structural view of the box 9;
  • FIG. 9 is a schematic structural diagram of each module of the box 9a separately prefabricated in a factory
  • FIG. 10 is a structural schematic diagram of the internal cavity of the box 9 forming the room A, and is also a structural schematic diagram of the room B1 formed by the spaces surrounded by the four boxes 9 connected at staggered corners;
  • FIG. 11 is a structural schematic diagram of the box 9 at the position of the room mnA without the box 9 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 diagram of the connection of the corners of the box 9 and is also the docking of the outer four corners of the box 9 with both bevels and gaps. The connection strength between the diagonal boxes 9 is guaranteed by bolting and secondary grouting;
  • FIG. 12 is a structural schematic diagram of a box building 1a composed of a top plate 1-1, an outer wall 1-2, a foundation 1-3, and a box 9, and also a vertical wall arranged in the X- and Y-direction of the cross wall 1-2 constituting the outer wall 1-2 1-2Y structure diagram;
  • FIG. 13 is a schematic structural diagram of a balcony member 10-4 on the outside of the beam-column frame 10 constituting the box 9;
  • FIG. 14 is a schematic structural diagram of a room A and a room B consisting of a beam-column frame 10 with a balcony member 10-4 having a balcony member 10-4;
  • FIG. 15 is a schematic structural diagram of a main frame 5x-1 and a transverse walking wheel 5x-2 constituting a transverse traveling device 5x running in the X direction, and also a traveling support bracket 6-1 and a traveling lifting device 6-2 constituting the traveling support device 6. And schematic diagram of the structure of the walking support column 6-3;
  • FIG. 16 is a view in the direction of the arrow A in FIG. 15, and is also a schematic structural diagram of a moving lateral rail 5y-1-1 arranged in the X direction and a small lateral walking wheel 5y-3-1 running in the X direction, with the lateral rail protruding in the Y direction.
  • FIG. 17 is a view taken in the direction of arrow B in FIG. 15;
  • 18 is a schematic structural diagram of an auxiliary frame 5y-1, a longitudinal traveling wheel 5y-2, and a crane 5y-3 constituting the longitudinal traveling device 5y;
  • FIG. 19 is a view from A to FIG. 18; FIG.
  • FIG. 20 is a view in the direction of the arrow B in FIG. 18.
  • the structural schematic diagram of the longitudinal traveling wheel 5y-2 running on the longitudinal track 5x-1-1 is also the transverse track of the small transverse traveling wheel 5y-3-1 on the auxiliary rack 5y-1 Schematic diagram of operation on 5y-1-1;
  • FIG. 21 is a schematic structural diagram of the frame locking device 11 on the guide interface device 4-2 fixing the track frame 4-1 and the guide device 3 integrally;
  • FIG. 22 is a structural schematic diagram of a long column supporting construction device 212 composed of a permanent column 31a, a temporary column 31b, a large rail device 4a, a long bottom walking lifting device 51a, and a column support device 8; it is also a column 31-1 which forms the column device 31 And the structural diagram of the connecting member 31-2, and also the structural diagram of the permanent column 31a and the temporary column 31b;
  • Fig. 23 is an A-A view of Fig. 22;
  • FIG. 24 is a structural schematic diagram of a permanent column 31a, a temporary column 31b, a large track device 4a, a short bottom walking lifting device 51b, and a column support device 8 constituting a short column support construction device 213, which is also composed of a short frame 5x-1b Schematic diagram of the structure of the short walking lifting device 5b;
  • Fig. 25 is an A-A view of Fig. 24, which is a schematic structural diagram of the crane 5y-3 lifting box 9 of the short bottom walking lifting device 51b walking inside the large frame 4a-1;
  • FIG. 26 is a partially enlarged view of FIG. 25 I, and is also a schematic structural diagram of the transverse traveling wheel 5x-2 at the bottom of the short frame 5x-1b running on the transverse track 4-1-1;
  • FIG. 27 is a rotation view in the direction of B in FIG. 24, and is also a schematic structural diagram of a short track 5x-1-1b that does not extend the lateral track 4-1-1 in the Y direction, and is also a short diagram that does not extend the lateral track 4-1-1.
  • FIG. 28 is a structural schematic diagram of the large rail device 4a lifting on the temporary column 31b through the column support device 8 and the frame locking device 11, and also a structural schematic diagram of the large rail device 4a being fixed on the permanent column 31a through the frame locking device 11;
  • FIG. 29 is an A-A view of FIG. 28, 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. 30 is a B-directional rotation view of FIG. 28; FIG.
  • Fig. 31 is a C-C view of Fig. 28;
  • FIG. 32 is a schematic structural diagram of a permanent post 31a, a temporary post 31b, a large track device 4a, a short bottom walking lifting device 51b, and a frame support device 7 constituting a short frame support construction device 214;
  • FIG. 33 is a partially enlarged view of FIG. 32, and is also a schematic structural diagram of a frame support bracket 7-1 of the frame support device 7 fixed on the large track frame 4a-1, and a frame support column 7-3 supported on the box 9;
  • Fig. 34 is an AA view of Fig. 32, which is also a structural schematic diagram of a frame support device 7 composed of a frame support bracket 7-1, a frame lifting device 7-2, and a frame support column 7-3, and also a crane 5y-3 in a long frame 5x-1a cantilever end suspension box 9
  • FIG. 35 is a view in the direction of rotation B in FIG. 32, and is also a schematic structural diagram of the longitudinal traveling device 5y walking on the long rail 5x-1-1a to the cantilever end of the lateral rail 4-1-1;
  • FIG. 36 is a schematic structural diagram of FIG. 35 after removing the long bottom walking lifting device 51a and the box building 1a;
  • FIG. 37 is a structural schematic diagram of a long crawling support construction device 215 composed of a temporary post 31b, a large track device 4a, and a short bottom walking lifting device 51b. It is also a movable post 32-1 and a connecting device 32-2 constituting the climbing device 32. Schematic;
  • FIG. 38 is a view in the direction of the arrow A of FIG. 37, and is also a schematic structural diagram of the long crawling support construction device 215 implementing the lifting function through the crawling device 32 and the frame support device 7;
  • 39 is a schematic structural diagram of a suspension frame support construction device 221 composed of a permanent column 31a, a small track device 4b, a short suspension walking lifting device 52b, and a frame support device 7;
  • FIG. 40 is a view in the direction of rotation A in FIG. 39, and also runs in the y direction on the longitudinal track 5x-1-1b by the longitudinal walking wheel 5y-2 or the small transverse walking wheel 5y-3-1 moves the lateral track 5y-1- 1 runs in the X direction to realize the crane 5y-3 carrying box 9
  • the structural schematic diagram of running in the Y or X direction is also the crane 5y-3 carrying box 9 through the longitudinal walking wheel 5y-2 and the small transverse walking wheel 5y-3-1 Schematic diagram of the structure in which the box 9 is rotated in the X and Y directions;
  • FIG. 41 is a view in the direction of the arrow B in FIG. 39, and is also a schematic structural view of the transverse traveling wheel 5x-2 on the top of the short frame 5x-1b suspended on the transverse track 4-1-1;
  • Figure 42 is a C-C view of Figure 39;
  • FIG. 43 is a D-D view of FIG. 39, and is a schematic structural diagram of a lateral rail 4-1-1 on the small frame 4b-1;
  • Fig. 44 is a structural schematic diagram of a suspension column supporting construction device 222 composed of a permanent column 31a, a temporary column 31b, a small track device 4b, a short suspension walking lifting device 52b, and a column support device 8; also, the crane 5y-3 is hoisted at both ends Pick up box 9 and enter the middle assembly construction section after turning;
  • 46 is a schematic structural diagram of a suspension longitudinal advance construction device 223 composed of a permanent column 31a, a small track device 4b, a long suspension walking lifting device 52a, and a frame support device 7;
  • FIG. 47 is an A-A view of FIG. 46, and is a schematic structural diagram of the long suspension walking lifting device 52a lifting the box 9 on the side of the box building 1a;
  • FIG. 48 is a structural schematic diagram of a plate-type building 1b composed of a floor slab 1b-1, a vertical wall 1b-2, and an external transverse wall 1b-3, and the large frame 4a-1 and the climbing device 32 are also locked and integrated by a frame locking device 11
  • the structural schematic diagram is also a structural schematic diagram of the longitudinal wall 1b-2 and the outer transverse wall 1b-3 by the crane 5y-3 of the long bottom walking lifting device 5a;
  • FIG. 49 is a view in the direction of the arrow A of FIG. 48, and is also a schematic structural diagram of hoisting the vertical wall 1b-2 from the outside of the plate-shaped building 1b;
  • FIG. 50 is a schematic structural diagram of a counterweight device 12 installed on a long frame 5x-1a, and is also a schematic structural diagram of a hoisting machine 13a-1 constituting a hoisting balancer 13a;
  • FIG. 51 is a schematic structural diagram of a box 9 suspended by a fixed boom 14a-1 of a fixed hanger 14a;
  • FIG. 52 is a schematic structural diagram of a movable boom 14b-1 suspending the box 9 by the movable hanger 14b, and is also a schematic structural diagram of the movable boom 14b-1 being horizontal when the X-direction is under no-load operation;
  • Figure 53 is a schematic structural view of the fixed wall 14a for lifting the external wall 1-2;
  • FIG. 54 is a structural schematic diagram after installing four permanent columns 31a, two temporary columns 31b, and the construction device 2, and also a structural diagram of the crane 5y-3 completing the installation of the first-floor room A through the fixed lifting frame 14a carrying the box 9;
  • FIG. 55 is an A-A view of FIG. 54, and is also a schematic structural diagram of the longitudinal walking device 5y running along the X-direction on the transverse track 4-1-1 to the set position 9 above the box 9 and lifting the box 9 outside the box building 1a;
  • Figure 56 shows the crane 5y-3 lifting the vertical wall 1-2Y and the horizontal wall 1-2X to the set height, running in the Y direction to the installation position and then descending, completing the installation of the vertical wall 1-2Y and the horizontal wall 1-2X.
  • FIG. 57 is a schematic structural diagram of the extended column 31-1, the frame locking device 11 and the column 3 unlocked and disengaged, and the walking lifting device 6-2 lifting the frame 4a-1, and also the structure of the crane 5y-3 lifting the second layer box 9
  • the schematic diagram is also a structural diagram of a room B2 surrounded by a vertical wall 1-2Y, a horizontal wall 1-2X, and an adjacent box 9;
  • FIG. 58 is a schematic structural diagram of the crane 5y-3 lifting the box 9 at the end of the large track device 4a after the four permanent columns 31a, the four temporary columns 31b and the components of the construction device 2 are installed;
  • Figure 59 is a support block locking device 8-3 that locks and fixes the column support block 8-1 and the temporary column 31b into one.
  • the column lifting device 8-2 moves the large track device 4a and the short bottom by pushing the column support block 8-1.
  • FIG. 60 is a schematic structural diagram after installing four permanent columns 31a and a suspension frame supporting construction device 221, and also the structure of the short suspension walking lifting device 52b to suspend the box 9 at the end of the transverse rail 4-1-1 through the fixed lifting frame 14a schematic diagram;
  • Figure 61 is a structural schematic diagram of lifting the box 9 by rotating the four cranes 5y-3 in the X or Y direction to achieve the rotation and resetting of the box 9 to the assembly angle, and also the bottom of the frame support column 7-3 by the frame lifting device 7-2
  • FIG. 62 is a schematic structural diagram of the frame locking device 11 being unlocked from the permanent column 31a, and the frame supporting device 7 raising the small track device 4b and the short suspension walking lifting device 52b through the frame lifting device 7-2;
  • FIG. 63 is a schematic structural diagram of installing four permanent columns 31a at four corners of the outer side of the foundation of the box building 1a, and is also a schematic structural diagram of the hoisting first floor box 9 and the hoisting vertical wall 1-2Y of the assembled suspended longitudinal construction device 223 ;
  • FIG. 64 is a schematic structural diagram of raising the small track device 4b and the long suspension walking lifting device 52a by the cooperation of the permanent column 31a, the frame supporting device 7 and the frame locking device 11;
  • FIG. 65 is a schematic structural diagram of a special-shaped building 1b composed of several box buildings 1a;
  • FIG. 66 is a structural schematic diagram where X is the central arc of the arc-shaped assembled building 1, and the Y direction is a direction where the position is perpendicular to the arc X;
  • FIG. 67 is a schematic diagram of a curved structure on both sides of a prefabricated building 1, and also a schematic diagram of a structure in which the distance to the track 4-1-1 in the Y direction is not a constant value;
  • FIG. 68 is a view in the direction of the arrow A of FIG. 67, and is also a schematic structural diagram of the vertical moving device 5x-2y;
  • FIG. 69 is a schematic diagram of the structure of the prefabricated building 1 in the shape of a circle, and X is a schematic diagram of the structure of the circular centerline of the prefabricated building 1;
  • 1 in the figure is a prefabricated building, which includes two types of structures: box building 1a and panel building 1b; 1a is a box building, including roof 1-1, exterior wall 1-2, foundation 1-3, and box 9; 1-1 is Roof; 1-2 is the external wall, including the vertical wall 1-2Y arranged in the 1-2X and Y directions; 1-2X is the horizontal wall arranged in the X direction; 1-2Y is the vertical wall arranged in the Y direction; 1- 3 is the foundation; 1-3X is the horizontal foundation on both sides of the Y direction; 1b is a slab building composed of the floor slab 1b-1, the vertical wall 1b-2 and the outer horizontal wall 1b-3; 1b-1 is the floor slab; 1b-2 It is a vertical wall; 1b-3 is an external horizontal wall; Room A is a room formed by the internal cavity of box 9; Room B is a room without box 9 at its location; 1b is a special-shaped building composed of several fabricated buildings 1a; 2 is the construction device of the prefabricated building 1, including the
  • 31a is a permanent column and is a component of prefabricated building 1.
  • 31b is a temporary column.
  • the prefabricated building 1 needs to be dismantled after construction is completed;
  • 31-1 is a pillar;
  • 31-2 is a connecting piece;
  • 32 is a climbing device;
  • 32-1 is a movable column;
  • 32-2 is a connecting device;
  • 4 is a track device, including a track Frame 4-1 and guide interface device 4-2;
  • 4a is a large rail device composed of a large frame 4a-1;
  • 4b is a small rail device composed of a rail frame 4b-1;
  • 4-1 is a rail frame, including two horizontal
  • the distance of the track 4-1-1 in the Y direction is larger than the large frame 4a-1 of the prefabricated building 1 and the smaller frame 4b-1 of the prefabricated building 1;
  • 4a-1 is the two lateral track 4-1-1
  • the distance in the Y direction is larger than the large frame of the prefabricated building 1;
  • the construction device 2 of the prefabricated building 1 includes a guide device 3, a track device 4, and a walking lifting device 5.
  • the guide device 3 is located outside the prefabricated building 1.
  • the guide device 3 includes two types of structures: a column device 31 and / or a climbing device 32.
  • the column device 31 includes a column 31-1 and a connecting member 31-2.
  • the column 31-1 is connected to the prefabricated building 1 through the connecting member 31-2.
  • the column device 31 includes two types of structures: a permanent column 31a and a temporary column 31b.
  • the permanent column 31a is a component of the prefabricated building 1.
  • the temporary column 31b is a temporary support to be removed after the construction of the prefabricated building 1.
  • the climbing device 32 includes a movable column 32-1 and a connecting device 32-2.
  • the track device 4 includes the track frame 4-1 and the guide interface device 4-2, and the X direction is the length direction of the prefabricated building 1 and the Y direction is vertical In the direction of length X, when the prefabricated building 1 is arc-shaped, then X is the contour arc or central arc of the arc-shaped prefabricated building 1, the Y direction is the direction where the position is perpendicular to the arc X, and the track frame 4 -1 includes the horizontal direction along the 1X direction of the prefabricated building To the track 4-1-1, the guide interface device 4-2 is located at the guide device 3, and through the guide interface device 4-2, the rail frame 4-1 is raised and lowered within the range restricted by the guide device 3, that is, the guide device 3 is a track frame 4-1 limit device in X and Y directions, the track frame 4-1 includes two lateral tracks 4-1-1, the distance in the Y direction is larger than the large frame 4a-1 of the prefabricated building 1 and less than the prefabricated
  • the main frame 5x-1 and the horizontal walking wheel 5x-2, the horizontal walking wheel 5x-2 is installed on the main frame 5x-1, the horizontal walking wheel 5x-2 runs on the horizontal rail 4-1-1, and when the horizontal rail 4 -1-1
  • the horizontal walking wheel 5x-2 includes a longitudinal moving device 5x-2y, that is, the longitudinal moving device 5x-2y moves in the Y direction on the mainframe 5x-1, so that The distance between the transverse walking wheels 5x-2 in the Y direction is equal to the distance of the transverse tracks 4-1-1 in the Y direction.
  • the walking lifting device 5 passes the transverse walking device 5x along the X direction.
  • the vertical traveling device 5y includes an auxiliary frame 5y-1, a longitudinal traveling wheel 5y-2, and a crane 5y-3.
  • the longitudinal traveling wheel 5y-2 is installed on the auxiliary frame 5y-1 and the crane 5y.
  • -3 is installed on the auxiliary frame 5y-1.
  • the main frame 5x-1 includes the longitudinal traveling wheel 5y-2 running along the Y direction in the Y direction.
  • the crane 5y-3 passes the longitudinal traveling wheel 5y-2 along the Y direction.
  • the walking lifting device 5 realizes the operation of the crane 5y-3 to carry the components of the assembled building 1 in the directions of X and Y through the horizontal walking device 5x and the vertical walking device 5y;
  • the longitudinal rail 5x-1-1 is included in Y Long track 5x-1-1a extending lateral track 4-1-1 in the direction and short track 5x-1-1b not extending transverse track 4-1-1 in the Y direction, corresponding to the long track 5x-1-1a
  • the walking lifting device 5 and the main frame 5x-1 are the long walking lifting device 5a and the long frame 5x-1a protruding from the transverse rail 4-1-1, corresponding to the walking lifting of the short rail 5x-1-1b
  • the device 5 and the main frame 5x-1 are a short walking lifting device 5b and a short frame 5x-1b that do not extend the lateral rail 4-1-1.
  • the long walking lifting device 5a passes the modules or components of the prefabricated building 1 Crane 5y-3 from outside of prefabricated building 1 along Y direction / Or X direction into the track frame 4-1 for installation, or the assembled building 1 outside the track frame 4-1 for installation, the short walking lifting device 5b will pass the modules or components of the assembled building 1 through the crane 5y- 3 Hang from the outside of the prefabricated building 1 into the track frame 4-1 in the X direction for installation;
  • the walking lifting device 5 includes two types of bottom walking lifting device 51 and suspended walking lifting device 52, and the bottom walking lifting device 51 It runs above the transverse rail 4-1-1, and includes a long bottom traveling lifting device 51a extending the transverse rail 4-1-1 and a short bottom traveling lifting device 51b not extending the transverse rail 4-1-1.
  • the suspension walking lifting device 52 is suspended below the transverse rail 4-1-1 and includes a long suspension walking lifting device 52a extending out of the guide device 3 and a short suspension walking lifting device 52b not extending the guide device 3;
  • the construction device 2 further includes one or two or three of a walking support device 6, a frame support device 7, and a column support device 8.
  • the walking support device 6 includes a walking support bracket 6-1, a walking lifting device 6-2, and a walking device.
  • Support column 6-3, walking support bracket 6-1 is installed on the main frame 5x-1
  • the walking lifting device 6-2 adjusts the height of the bottom of the walking support column 6-3. When lifting a component of the prefabricated building 1 or lifting the track frame 4-1, the bottom of the walking support column 6-3 is supported on the prefabricated building 1.
  • the frame support device 7 includes a frame support bracket 7-1, a frame lifting device 7-2, and a frame support column 7-3, the frame support bracket 7-1 is mounted on the track frame 4-1, and the frame lifting device 7- 2 Adjust the height of the bottom of the frame support column 7-3.
  • the frame support device 7 supports the track frame 4-1;
  • the column support device 8 includes Column support block 8-1, column lifting device 8-2 and 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 4-1.
  • the support block locking device 8-3 is fixed on the column support block 8-1.
  • the support block locking device 8-3 is unlocked from the column 31-1 and adjusted by the column lifting device 8-2.
  • the connection device 32-2 connects the movable column 32-1 with the assembly When the building 1 is connected together, the height of the track frame 4-1 is adjusted by the column lifting device 8-2.
  • the support block locking device 8-3 is unlocked from the prefabricated building 1, even the movable post 32-1 and the prefabricated building 1 When disengaged, adjust the height of the movable column 32-1 by the column lifting device 8-2.
  • the prefabricated building 1 includes a box building 1a.
  • the box building 1a includes a top plate 1-1, an outer wall 1-2, a foundation 1-3, and a box 9.
  • the outer wall 1-2 includes a transverse wall 1-2X arranged in the X direction.
  • the vertical wall 1-2Y arranged in the Y direction.
  • the arrangement of the box 9 in the box building 1a includes an arrangement in which the X direction and the height direction are staggered.
  • the box 9 includes a top plate 9-1, a box side wall 9-2, and a bottom plate. 9-3. Box end wall 9-4 and beam and column frame 10.
  • the internal cavity of box 9 forms room A, that is, room A is the room where box 9 is located, and room B is the room where box 9 is not located.
  • the space surrounded by the four boxes 9 connected at staggered corners forms the room B1; when the foundation 1-3 is a wall foundation, it includes the transverse foundation 1-3X arranged in the X direction on both sides of the Y direction, and the beam
  • the column frame 10 is located directly above the horizontal foundation 1-3X.
  • the beam and column frame 10 includes a top beam 10-1, a bottom beam 10-2, and a column 10-3.
  • the outer side of the beam and column frame 10 includes a transverse wall 1 of an adjacent room B.
  • the inside of the beam-column frame 10 includes the box end wall 9-4
  • the top beam 10-1 is a component of both ends of the box top 9-1, including the box top beam 10-1-1 and / or the box top beam 10-1-2
  • the top beam outside the box 10-1-1 is the cross wall 1-2X of the adjacent upper room B
  • the top beam 10-1-2 inside the box is the upper part of the end wall 9-4 of the box
  • the bottom beam 10-2 is a component of both ends of the bottom 9-3 of the box, including the outer bottom beam 10-2-1 and / or Box bottom beam 10-2-2
  • box bottom beam 10-2-1 is the upper part of the cross wall 1-2X of the adjacent lower room B
  • box bottom beam 10-2-2 is the box end wall 9-4
  • the column 10-3 is a component of both ends of the box side wall 9-2, including the box outer column 10-3-1 and / or the box inner column 10-3-2
  • the box outer column 10-3-1 is horizontal The side of the horizontal wall 1-2X of the adjacent room B, the inner column
  • the horizontally adjacent top beam 10-1 and bottom beam 10-2 is connected to form a beam in the 1aX direction of the building, and adjacent columns 10-3 are connected to form a post of the building 1a after being integrated into one; let the room mn in the nth row of the mth floor be the room with the box 9 mnA, there is no box 9 above and below the box 9 located at the position of the room mnA.
  • the four corners of this module 1-1a and the room m + 1n-1, room m + 1n + 1, room m-1n-1, and room m are respectively The corners of the box 9 of -1n + 1 are connected; let the room mn of the nth row of the m-th floor be the room mnB without the box 9 at the position, that is, the top surface of the room mnB is the bottom plate 9 of the box 9 located at the room m + 1n. Lower plane of 3, The floor of room mnB is the upper plane of the top plate 9-1 of box 9 located in room m-1n.
  • the side walls of room mnB are the box side walls 9-2 of box 9 located in room mn-1 and room mn + 1.
  • the outer wall that is, the inner and outer walls of the box side wall 9-2 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 the bottom plate of the box 9 located in the room mnA
  • the upper plane of 9-3 is flat with the upper plane of the top plate 9-1 of the box 9 located in the rooms m-1n-1 and m-1n + 1 respectively; when the room mn is the room mnB, the box 9 located in the room m-1n
  • the upper plane of the top plate 9-1 is flat with the upper plane of the bottom plate 9-3 of the boxes 9 located in the rooms mn-1 and mn + 1, respectively.
  • the upper plane of the top plate 9-1 is connected to the upper plane of the bottom plate 9-3 of the two boxes 9 connected to the corners of the previous layer, and the upper plane of the bottom plate 9-3 of the box 9 is connected to the top plates of the two boxes 9 to the corners of the next layer.
  • the upper plane of 9-1 is flat.
  • the outer four corners of box 9 include three types of structures: bevels, gaps arranged at intervals, and both bevels and notches.
  • the construction of box 9 in box building 1a includes A construction method and B construction method:
  • a construction method after the box 9 is completed in the factory, it is shipped to the site for hoisting;
  • Construction method B The box 9 is a box module 9a. Each module in the box module 9a is prefabricated at the factory and shipped to the site to be assembled into the box module 9a.
  • the assembly includes the B1 method and the B2 method:
  • Method B1 After assembling into a box module 9a, hoist it as a whole;
  • Method B2 each module in the pre-made box module 9a is separately hoisted and directly assembled.
  • One or more walking lifting devices 5 are run on the transverse rail 4-1-1, and one or more sets of vertical walking devices 5y are run on the longitudinal rails 5x-1-1 of the walking lifting device 5.
  • the auxiliary frame 5y-1 in the traveling device 5y includes a moving transverse rail 5y-1-1 arranged in the X direction, and the crane 5y-3 includes a small transverse traveling wheel running in the X direction on the moving transverse rail 5y-1-1.
  • the construction device 2 includes a frame locking device 11 which is installed on the guide interface device 4-2.
  • the frame locking device 11 operates, the rail frame 4-1 is fixedly fixed to the guide device 3 into a whole. To lift the frame 4-1, the frame locking device 11 needs to be opened.
  • the construction device 2 includes a long walking support construction device 211 using a bottom walking lifting device 51, a long column support construction device 212, a short column support construction device 213, a short frame support construction device 214, and a long crawling support construction device 215. It also includes a suspension frame support construction device 221, a suspension column support construction device 222, and a suspension longitudinal advance construction device 223 using a suspension walking lifting device 52.
  • the long walking support construction device 211 includes a permanent column 31a, a temporary column 31b, and a large rail device 4a.
  • the long bottom walking lifting device 51a is equipped with a frame locking device 11 at the position of the large frame 4a-1 near the column 3, and the permanent column 31a and the temporary column 31b have an interface of the frame locking device 11.
  • the long bottom walking lifting device 51a is equipped with a walking support device 6; the long column support construction device 212 includes a permanent column 31a, a temporary column 31b, a large rail device 4a, and a long bottom walking lifting device 51a.
  • the large frame 4a-1 is installed near the permanent column 31a.
  • short column support construction device 213 includes permanent column 31a, temporary column 31b, large track device 4a and short bottom walking lifting device 51b, in large frame 4a- 1A frame locking device 11 is installed near the permanent column 31a, a column support device 8 is installed near the temporary column 31b, an interface of the frame locking device 11 is provided for the permanent column 31a, and a column lock device 8 is provided for the temporary column 31b -3 interface; short frame supporting construction device 214 includes permanent column 31a, temporary column 31b, large track device 4a and short bottom walking lifting device 51b.
  • Frame locking device is installed at the position of large frame 4a-1 near column 3 11.
  • the permanent column 31a and the temporary column 31b have the interface of the frame locking device 11.
  • the track frame 4-1 is equipped with a frame support device 7.
  • the long crawling support construction device 215 includes a temporary column 31b, a large track device 4a and a short bottom walking crane.
  • the device 51b is equipped with a frame locking device 11 at the position of the large frame 4a-1 near the temporary column 31b, the track frame 4-1 is equipped with a frame support device 7, and the bottom of the frame support device 7 is climbed Traveling device 32;
  • Suspension frame support construction device 221 includes permanent column 31a, small track device 4b and short suspension walking lifting device 52b.
  • Frame locking device 11 is installed near the small column 4b-1 near the permanent column 31a, and the permanent column 31a is equipped with frame locking device 11 and small frame 4b-1 is equipped with frame support device 7; suspension column support construction device 222 includes permanent column 31a, temporary column 31b, small track device 4b and short suspension walking lifting device 52b.
  • the frame 4b-1 is provided with a frame locking device 11 near the permanent column 31a
  • the column support device 8 is installed near the temporary column 31b
  • the permanent column 31a is provided with an interface of the frame locking device 11, and the temporary column 31b is provided with a column
  • the suspension longitudinal construction device 223 includes a permanent column 31a, a small rail device 4b and a long suspension walking lifting device 52a.
  • a frame locking device is installed at the position of the small frame 4b-1 near the permanent column 31a.
  • the permanent column 31a is provided with an interface for the frame locking device 11, and the small frame 4b-1 is provided with a frame supporting device 7.
  • the climbing device 32 is the frame supporting column 7-3 in the frame supporting device 7.
  • the slab building 1b includes a floor slab 1b-1, a vertical wall 1b-2, and an outer transverse wall 1b-3.
  • the construction device 2 for the slab building 1b includes The construction method of the climbing device 32, the large track device 4a and the long bottom walking lifting device 5a includes the steps:
  • Climbing devices 32 that is, frame support columns 7-3, are installed on the outside of both end surfaces in the X direction of the foundation of the plate-shaped building 1b;
  • the long bottom walking lifting device 5a runs in the X direction through the transverse track 4-1-1 to the installation positions set by the longitudinal wall 1b-2, the outer transverse wall 1b-3 and the floor 1b-1;
  • the vertical wall 1b-2 and the outer horizontal wall 1b-3 are transported to the outside of the slab building 1b to be hoisted.
  • the crane 5y-3 runs through the longitudinal rail 5x-1-1 in the Y direction to the vertical wall 1b-2 and the outer horizontal Above the wall 1b-3, descend to the set position;
  • the crane 5y-3 carries the ascent, translation and descent of the vertical wall 1b-2 and the external cross wall 1b-3 to complete the installation of the vertical wall 1b-2 and the external cross wall 1b-3;
  • the floor slab 1b-1 is transported to the outside of the slab building 1b to be hoisted.
  • the crane 5y-3 runs through the longitudinal rail 5x-1-1 along the Y direction to the floor slab 1b-1 and descends to the set position.
  • the crane 5y-3 carries the floor slab 1b-1 for ascent, translation and descent to complete the installation of the floor slab 1b-1;
  • the long bottom walking lifting device 5a runs in the X direction to the installation position of the next vertical wall 1b-2, the outer horizontal wall 1b-3 and the floor 1b-1;
  • the frame locking device 11 is unlocked from the climbing device 32. After the large rail device 4a and the long bottom walking lifting device 5a are raised by the frame supporting device 7, the frame locking device 11 is locked with the climbing device 32 and starts to enter. Installation of floor slabs 1b-1;
  • the main frame 5x-1a in the long walking lifting device 5a includes a weight device 12 and / or a balance device 13, the weight device 12 is installed on the main frame 5x-1, and the balance device 13 makes the track frame 4-1 When hooking the box building 1a, the crane 5y-3 hoisting the box 9 balances the eccentric force caused by the box 9 located on the outside of the box building 1aY direction.
  • the construction device 2 includes a hoisting frame 14 of a box 9, the hoisting frame 14 includes a fixed hoisting frame 14a and a movable hoisting frame 14b, and the fixed hoisting frame 14a is fixed to the fixed boom 14a-1 of the box 9, and the mobile hoisting frame 14b
  • the movable boom 14b-1 of the box 9 is rotated.
  • the movable boom 14b-1 is vertically downward.
  • the walking lifting device 5 is running in the X direction with no load, the movable boom 14b -1 is horizontal.
  • the box building 1a includes a room B2 without a box 9 at both ends in the X direction.
  • the room B2 is surrounded by a vertical wall 1-2Y, a horizontal wall 1-2X and an adjacent box 9.
  • the box building 1a uses a construction device 2 Construction, including construction methods A, B, C, and D;
  • a construction method a construction method using a long walking support construction device 211, which includes the following construction steps:
  • the long bottom walking lifting device 51a runs in the X direction through the transverse rail 4-1-1 to the installation position of the set position box 9 and adjusts the height of the bottom of the walking support column 6-3 through the walking lifting device 6-2.
  • the bottom of the walking support column 6-3 is supported on the top of the built part of the prefabricated building 1;
  • the box 9 is transported to the outside of the box building 1a to be hoisted.
  • the crane 5y-3 runs through the longitudinal rail 5x-1-1 in the Y direction above the box 9 and descends to the set position.
  • the crane 5y-3 completes the installation of the box 9 by lifting, translating and lowering the carrying box 9 by the fixed lifting frame 14a, that is, the installation of the first room A of the first floor is completed;
  • the crane 5y-3 lifts the vertical wall 1-2Y and the horizontal wall 1-2X to the set height, runs in the Y direction to the installation position and then descends, completing the installation of the vertical wall 1-2Y and the horizontal wall 1-2X. ;
  • the frame locking device 11 is unlocked and disengaged from the column 3, and the walking lifting device 6-2 acts on the top of the built part of the prefabricated building 1 through the walking support column 6-3, lifting the main frame 5x-1, and the main frame 5x- 1 Through the horizontal walking wheels 5x-2 to lift the frame 4a-1, after the large track device 4a and the long bottom walking lifting device 51a are raised one level, the column frame locking device 11 is locked with the column 3, and the column 31- 1. Start the installation of the upper box 9;
  • construction method a construction method using a short column to support the construction device 213, which includes the following construction steps:
  • the crane 5y-3 runs through the longitudinal rail 5x-1-1 to the top of the box 9 in the Y direction and descends to the set position;
  • the crane 5y-3 raises the box 9 to a set height by moving the fixed lifting frame 14a, moves to the installation position in the X direction, and completes the installation of the box 9 to complete the installation of the first room A on the first floor;
  • the crane 5y-3 lifts the vertical wall 1-2Y and the horizontal wall 1-2X to the set height, runs in the X direction to the installation position and then descends, completing the installation of the vertical wall 1-2Y and the horizontal wall 1-2X. ;
  • 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 fixes the column support block 8-1 and the temporary column 31b into one, and the frame locking device 11 and The temporary post 31b is unlocked and disengaged, the frame locking device 11 and the permanent post 31a are unlocked and disengaged, and the post lifting device 8-2 acts on the temporary post 31b through the post support block 8-1, lifting the large rail device 4a and the short bottom
  • the frame locking device 11 is locked with the temporary column 31b, and the frame locking device 11 is locked with the permanent column 31a. That is, the large frame 4a-1 is fixedly integrated with the column 3, and the connecting member 3-2 is installed. , Connect the post 31-1 and the box building 1a into one, lengthen the post 31-1, and start the installation of the box 9 on the upper level;
  • C construction method a construction method using a suspension frame to support the construction device 221.
  • Two sets of vertical walking devices 5y are run on the vertical rail 5x-1-1, and the auxiliary frame 5y-1 in the vertical walking device 5y is arranged in the X direction.
  • the construction of the moving lateral track 5y-1-1 includes the following steps:
  • the box 9 is transported to the outside of the permanent column 31a to be hoisted.
  • the short suspension walking lifting device 52b runs in the X direction through the lateral track 4-1-1 to the top of the box 9, and the crane 5y-3 passes the vertical track 5x-1.
  • -1 runs along the Y direction to above the box 9 and descends to the set position, and the crane 5y-3 lifts the box 9 to the set position through the fixed lifting frame 14a;
  • the crane 5y-3 carries the box 9 in the X direction to the installation position of the box 9 through the fixed lifting frame 14a.
  • the frame support column 7 is made by the frame lifting device 7-2.
  • the bottom of the -3 rises to the set height, and the installation of the box 9 is completed by rotating and lowering, that is, the installation of the first room A of this floor is completed;
  • the frame lifting device 7-2 acts on the top of the built part of the prefabricated building 1 through the frame support column 7-3, and moves the small track device 4b and the short suspension to walk. After the heavy device 52b is raised one level, the frame locking device 11 is locked with the permanent column 31a, that is, the small frame 4b-1 is fixedly integrated with the permanent column 31a, and the connecting member 3a-2 is installed to connect the column 3a-1 with the box building. 1a is connected as a whole, the post 3a-1 is lengthened, and the installation of the upper box 9 is started;
  • D construction method the construction method using the suspension longitudinal advance construction device 223, two sets of vertical walking devices 5y run on the vertical rail 5x-1-1, and the auxiliary frame 5y-1 in the vertical walking device 5y is arranged along the X direction
  • the construction of the moving lateral track 5y-1-1 includes the following steps:
  • the box 9 is transported to the outside to be hoisted in the 1aY direction of the box building.
  • the long suspension walking lifting device 52a runs in the X direction to the top of the box 9 through the transverse rail 4-1-1.
  • the long suspension walking lifting device 52a When there is a frame support device 7 at the operation position, the bottom of the frame support column 7-3 is raised to a set height by the frame lifting device 7-2. After the long suspension walking lifting device 52a passes, the frame support device 7 is reset again;
  • the crane 5y-3 runs above the box 9 through the longitudinal rail 5x-1-1 in the Y direction and descends to the set position.
  • the crane 5y-3 rises to the set position by carrying the box 9 through the fixed lifting frame 14a and moves along the Y Direction to the installation position of box 9;
  • the crane 5y-3 lifts the vertical wall 1-2Y and the horizontal wall 1-2X to the set height, runs in the Y direction to the installation position and then descends, completing the installation of the vertical wall 1-2Y and the horizontal wall 1-2X. ;
  • the frame lifting device 7-2 acts on the top of the built part of the prefabricated building 1 through the frame support column 7-3, and walks the small track device 4b and the long suspension. After the heavy device 52a is raised by one layer, the frame locking device 11 is locked with the permanent column 31a, that is, the small frame 4b-1 is fixedly integrated with the permanent column 31a, and the connecting member 3a-2 is installed to connect the column 3a-1 with the box building. 1a is connected as a whole, the post 3a-1 is lengthened, and the installation of the upper box 9 is started;
  • the building 1 is a special-shaped building 1b composed of a plurality of box buildings 1a.
  • the construction device 2 of the building 1b includes a plurality of track devices 4. Each of the track devices 4 runs on its own horizontal track 4-1-1. Walking lifting device 5.
  • the construction device 2 of the prefabricated building 1 includes a guide device 3, a track device 4, and a walking lifting device 5.
  • the guide device 3 is located outside the prefabricated building 1.
  • the guide device 3 includes two structures of a column device 31 and / or a climbing device 32.
  • the column device 31 includes a column 31-1 and a connecting member 31-2. The column is connected by the connecting member 31-2.
  • 31-1 is connected to the prefabricated building 1 as a whole.
  • the post device 31 includes two types of structures: a permanent post 31a and a temporary post 31b.
  • the permanent post 31a is a component of the prefabricated building 1.
  • the temporary post 31b is the construction of the prefabricated building 1.
  • the climbing device 32 includes a movable column 32-1 and a connecting device 32-2, and the movable column 32-1 is connected to the assembled building 1 through the connecting device 32-2;
  • the track device 4 includes a track frame 4-1 and guide interface device 4-2, let X direction be the length direction of prefabricated building 1, and Y direction be the direction perpendicular to length X.
  • X When prefabricated building 1 is arc-shaped, X is arc-shaped prefabricated
  • Y direction is where the position is perpendicular to In the direction of line X
  • the track frame 4-1 includes a transverse track 4-1-1 along the 1X direction of the prefabricated building
  • the guide interface device 4-2 is located at the guide device 3
  • the track frame 4- 1 Lifting within the limits of the guide device 3, that is, the guide device 3 is a limit device of the track frame 4-1 in the X and Y directions
  • the track frame 4-1 includes two lateral tracks 4-1-1 in the Y direction
  • the distance is larger than the large frame 4a-1 of the prefabricated building 1 and smaller than the small frame 4b-1 of the prefabricated building 1.
  • the corresponding track devices 4 are the large track device 4a and the small track device 4b, respectively;
  • the walking lifting device 5 includes a transverse Walking device 5x and longitudinal walking device 5y.
  • the horizontal walking device 5x includes a main frame 5x-1 and a horizontal walking wheel 5x-2 running in the X direction.
  • the horizontal walking wheel 5x-2 is installed on the main frame 5x-1 and the horizontal walking wheel. 5x-2 runs on the transverse track 4-1-1.
  • the transverse walking wheel 5x-2 includes a longitudinal movement device 5x-2y, that is, by longitudinal movement The movement of the device 5x-2y on the main frame 5x-1 in the Y direction, so that the distance between the transverse walking wheels 5x-2 in the Y direction is equal to the transverse rail 4-1-1
  • the walking lifting device 5 runs in the X direction through the lateral walking device 5x
  • the longitudinal walking device 5y includes an auxiliary frame 5y-1 running in the Y direction, a longitudinal walking wheel 5y-2, and a crane 5y-3, longitudinally
  • the traveling wheel 5y-2 is installed on the auxiliary frame 5y-1
  • the crane 5y-3 is installed on the auxiliary frame 5y-1
  • the main frame 5x-1 includes the longitudinal traveling wheel 5y-2 running along the Y-direction longitudinal track 5x- 1-1
  • the crane 5y-3 runs in the Y direction through the longitudinal walking wheels 5y-2, that is, the walking
  • the longitudinal track 5x-1-1 includes the long track 5x-1-1a that extends the transverse track 4-1-1 in the Y direction
  • the The short track 5x-1-1b, the walking lifting device 5 and the main frame 5x-1 corresponding to the long track 5x-1-1a are the long walking lifting device 5a and the long frame protruding from the transverse track 4-1-1-5x-1a
  • the walking lifting device 5 and the main frame 5x-1 corresponding to the short track 5x-1-1b are the short walking lifting device 5b and the short frame 5x-1b that do not extend out of the lateral track 4-1-1
  • the long walking lifting device 5a will The module or component is hoisted into the track frame 4-1 from the outside of the prefabricated building 1 in the Y direction and / or X direction by a crane 5y-3, or the prefabricated building 1 outside the track frame 4-1 is installed.
  • the walking lifting device 5b lifts the modules or components of the prefabricated building 1 from the outside of the prefabricated building 1 into the track frame 4-1 through the crane 5y-3 for installation;
  • the walking lifting device 5 includes a bottom lifting device 51 and suspended walking lifting device 52, the bottom walking lifting device 51 runs above the horizontal rail 4-1-1, including the long bottom walking lifting device 51a extending the horizontal rail 4-1-1 and Short-bottom walking lifting device 51b that does not extend the lateral rail 4-1-1;
  • suspension walking lifting device 52 is suspended below the lateral rail 4-1-1 and includes a long suspension walking lifting that extends the guide 3
  • the construction device 2 further includes one or two or three of the walking support device 6, the frame support device 7, and the column support device 8,
  • the walking support Device 6 includes walking support bracket 6-1, walking lifting device 6-2 And walking support column 6-3, the walking support bracket 6-1 is installed on the main frame 5x-1, the walking lifting device 6-2 adjusts the height of the bottom of the walking support column 6-3, and ho
  • the support block locking device 8-3 is fixed to the pillar support block 8-1.
  • the support block locking device 8-3 is unlocked from the column 31-1, and the column support block 8-1 is adjusted by the column lifting device 8-2.
  • the column supporting block 8-1 is a movable column 32-1
  • the supporting block locking device 8-3 is a connecting device 32-2, the supporting block locking device 8-3 and an assembled building 1
  • the connecting device 32-2 connects the movable column 32-1 with the prefabricated building 1
  • the height of the track frame 4-1 is adjusted by the column lifting device 8-2
  • the support block locking device 8-3 When unlocking from the prefabricated building 1, even when the movable post 32-1 is disengaged from the prefabricated building 1, the height of the movable post 32-1 is adjusted by the post lifting device 8-2.
  • the prefabricated building 1 includes a box building 1a, the box building 1a includes a top plate 1-1, an outer wall 1-2, a foundation 1-3, and a box 9, and the outer wall 1-2 includes an X-direction arrangement.
  • the vertical wall 1-2Y of the horizontal wall 1-2X and Y are arranged.
  • the arrangement of the box 9 in the box building 1a includes an arrangement that is staggered in the X direction and the height direction.
  • the box 9 includes a top plate 9-1 and a box side.
  • the internal cavity of the box 9 forms the room A, that is, the room A is the room where the box 9 is located, and the room B is located.
  • the space surrounded by four boxes 9 connected at staggered corners forms a room B1.
  • the foundation 1-3 is a wall foundation, it includes the horizontally arranged horizontal sides of the X direction on both sides of the Y direction.
  • the foundation 1-3X the beam-column frame 10 is located directly above the transverse foundation 1-3X.
  • the beam-column frame 10 includes a top beam 10-1, a bottom beam 10-2, and a column 10-3.
  • the outer side of the beam-column frame 10 includes adjacent The horizontal wall 1-2X of room B.
  • the inner side of the beam-column frame 10 includes the box end wall 9-4.
  • the top beam 10-1 is a component at both ends of the box top 9-1, including the outer top beams 10-1-1 and / Or the top beam 10-1-2 inside the box, the top beam 10-1-1 outside the box is the adjacent upper floor room
  • the bottom of the horizontal wall 1-2X of B, the top beam 10-1-2 in the box is the upper part of the end wall 9-4, and the bottom beam 10-2 is the component at both ends of the box bottom 9-3, including the outer bottom beam of the box 10-2-1 and / or box bottom beam 10-2-2
  • box bottom beam 10-2-1 is the upper part of the cross wall 1-2X of the adjacent lower room B
  • box bottom beam 10-2- 2 is the bottom of the box end wall 9-4
  • the column 10-3 is the component of the two ends of the box side wall 9-2, including the outer column 10-3-1 and / or the inner column 10-3-2, outside the box
  • Column 10-3-1 is the side of the horizontal wall 1-2X of the horizontally adjacent room
  • the horizontally adjacent The top beam 10-1 and the bottom beam 10-2 are connected to form a beam in the 1aX direction of the building, and the adjacent columns 10-3 are connected to form a pillar of the building 1a; the mth and nth rows of the The room mn is a room mnA with a box 9, and the box 9 located at the position of the room mnA has no box 9, and the four corners of this module 1-1a are respectively located in the room m + 1n-1, the room m + 1n + 1, and the room.
  • m-1n-1 is connected to the corner of the box 9 of the room m-1n + 1; let the room mn in the nth row of the m-th floor be the room mnB without the box 9, ie the top surface of the room mnB is located in the room m + 1n box 9 bottom plate 9-3
  • the lower plane, the floor of the room mnB is the upper plane of the top plate 9-1 of the box 9 located in the room m-1n
  • the side wall surfaces of the room mnB are the box side walls of the box 9 located in the room mn-1 and the room mn + 1, respectively.
  • the outer wall of 9-2 that is, the inner and outer walls of the box side wall 9-2 are the inner walls of two adjacent rooms; when the room mn is required to be equal to the floor height of the adjacent room, the room mn is located in the room mnA.
  • the upper plane of the bottom plate 9-3 of the box 9 is flat with the upper plane of the top plate 9-1 of the box 9 located 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 plate 9-1 of the box 9 of 1n is flat with the upper plane of the bottom plate 9-3 of the box 9 located in the room mn-1 and the room mn + 1 respectively; that is, the adjacent boxes 9 installed in a diagonal direction are connected to form a whole.
  • the construction of box 9 in the box building 1a includes the A construction method and B Construction method:
  • a construction method after the box 9 is completed in the factory, it is shipped to the site for hoisting;
  • Construction method B The box 9 is a box module 9a. Each module in the box module 9a is prefabricated at the factory and shipped to the site to be assembled into the box module 9a.
  • the assembly includes the B1 method and the B2 method:
  • Method B1 After assembling into a box module 9a, hoist it as a whole;
  • Method B2 each module in the pre-made box module 9a is separately hoisted and directly assembled.
  • two walking hoisting devices 5 run on the transverse rail 4-1-1, and one running on the longitudinal rail 5x-1-1 of the walking hoisting device 5
  • the auxiliary frame 5y-1 in the longitudinal walking device 5y includes a moving lateral rail 5y-1-1 arranged in the X direction
  • the crane 5y-3 includes a moving lateral rail 5y-1-1
  • the small horizontal walking wheel 5y-3-1 running along the X direction, the vertical walking wheel 5y-2 running on the longitudinal track 5x-1-1 in the y direction or the small horizontal walking wheel 5y-3-1 on the moving lateral track 5y-1-1 runs in the X direction to realize the crane 5y-3 carrying box 9 or the outer wall 1-2 to run in the Y or X direction.
  • the crane 5y-3 carries the components in the assembled building 1 through the longitudinal walking wheels 5y- 2 Run on the longitudinal track 5x-1-1 in the y direction and the small transverse walking wheel 5y-3-1 runs on the moving transverse track 5y-1-1 in the X direction to realize the rotation of the components in the prefabricated building 1.
  • the construction device 2 includes a frame locking device 11, the frame locking device 11 is installed on the guide interface device 4-2, and the rail frame 4-1 is fixed and guided when the frame locking device 11 operates
  • the device 3 is fixedly integrated into one body.
  • the rail frame 4-1 is to be raised and lowered, the frame locking device 11 needs to be opened.
  • the long walking support construction device 211 includes a permanent column 31a, a temporary column 31b, a large track device 4a, and a long bottom walking lifting device 51a.
  • the large frame 4a-1 is installed near the column 3
  • a permanent column 31a and a temporary column 31b have an interface to the frame locking device 11
  • a long bottom walking lifting device 51a is provided with a walking support device 6.
  • the long column supporting construction device 212 includes a permanent column 31a, a temporary column 31b, a large rail device 4a, and a long bottom walking lifting device 51a.
  • the large frame 4a-1 is located near the permanent column 31a.
  • the frame locking device 11 is installed, and the column supporting device 8 is installed near the temporary column 31b.
  • the permanent column 31a has an interface of the frame locking device 11 and the temporary column 31b has an interface of the column locking device 8-3.
  • the short column supporting construction device 213 includes a permanent column 31a, a temporary column 31b, a large rail device 4a, and a short bottom walking lifting device 51b.
  • the positions of the large frame 4a-1 near the permanent column 31a are all
  • the frame locking device 11 is installed, and the column supporting device 8 is installed near the temporary column 31b.
  • the permanent column 31a is provided with an interface of the frame locking device 11 and the temporary column 31b is provided with an interface of the column locking device 8-3.
  • the short frame supporting construction device 214 includes a permanent column 31a, a temporary column 31b, a large rail device 4a, and a short bottom walking lifting device 51b.
  • the large frame 4a-1 is installed near the column 3.
  • the long crawling support construction device 215 includes a temporary post 31b, a large track device 4a, and a short bottom walking lifting device 51b.
  • a frame lock is installed at the position of the large frame 4a-1 near the temporary post 31b.
  • the device 11, the track frame 4-1 is provided with a frame support device 7, and a crawler device 32 is provided at the bottom of the frame support device 7.
  • the suspension frame supporting construction device 221 includes a permanent column 31a, a small track device 4b, and a short suspension walking lifting device 52b.
  • a frame lock is installed at the position of the small frame 4b-1 near the permanent column 31a.
  • the device 11, the permanent post 31a is provided with a frame locking device 11, and the small frame 4b-1 is provided with a frame support device 7.
  • the suspension column supporting construction device 222 includes a permanent column 31a, a temporary column 31b, a small track device 4b, and a short suspension walking lifting device 52b.
  • the small frame 4b-1 is located near the permanent column 31a.
  • the frame locking device 11 is installed, and the column supporting device 8 is installed near the temporary column 31b.
  • the permanent column 31a is provided with an interface of the frame locking device 11 and the temporary column 31b is provided with an interface of the column locking device 8-3.
  • the suspension longitudinal construction device 223 includes a permanent column 31a, a small track device 4b, and a long suspension walking lifting device 52a.
  • the small frame 4b-1 is equipped with a frame lock at a position near the permanent column 31a.
  • Device 11, the permanent column 31a is provided with an interface for the frame locking device 11, and the small frame 4b-1 is provided with a frame support device 7.
  • the climbing device 32 is the frame supporting column 7-3 in the frame supporting device 7.
  • the slab building 1b includes a floor slab 1b-1, a vertical wall 1b-2, and an outer transverse wall 1b-3.
  • the slab building The construction device 2 for 1b includes a climbing device 32, a large track device 4a, and a long bottom walking lifting device 5a.
  • the construction method includes the steps:
  • Climbing devices 32 that is, frame support columns 7-3, are installed on the outside of both end surfaces in the X direction of the foundation of the plate-shaped building 1b;
  • the long bottom walking lifting device 5a runs in the X direction through the transverse track 4-1-1 to the installation positions set by the vertical wall 1b-2, the outer horizontal wall 1b-3 and the floor 1b-1;
  • the vertical wall 1b-2 and the outer horizontal wall 1b-3 are transported to the outside of the slab building 1b to be hoisted.
  • the crane 5y-3 runs through the longitudinal rail 5x-1-1 in the Y direction to the vertical wall 1b-2 and the outer horizontal Above the wall 1b-3, descend to the set position;
  • the crane 5y-3 carries the ascent, translation and descent of the vertical wall 1b-2 and the external cross wall 1b-3 to complete the installation of the vertical wall 1b-2 and the external cross wall 1b-3;
  • the floor slab 1b-1 is transported to the outside of the slab building 1b to be hoisted.
  • the crane 5y-3 runs through the longitudinal rail 5x-1-1 along the Y direction to the floor slab 1b-1 and descends to the set position.
  • the crane 5y-3 carries the floor slab 1b-1 for ascent, translation and descent to complete the installation of the floor slab 1b-1;
  • the long bottom walking lifting device 5a runs in the X direction to the installation position of the next vertical wall 1b-2, the outer horizontal wall 1b-3 and the floor 1b-1;
  • the frame locking device 11 is unlocked from the climbing device 32. After the large rail device 4a and the long bottom walking lifting device 5a are raised by the frame supporting device 7, the frame locking device 11 is locked with the climbing device 32 and starts to enter. Installation of floor 1b-1;
  • the construction device 2 includes a counterweight device 12 and a balancing device 13.
  • the counterweight device 12 is installed on the main frame 5x-1.
  • the balancing device 13 is a hoisting balancer 13a, and the hoisting balancer 13a includes a hoisting device 13a.
  • the hoisting balancer 13a located on the other side of the Y direction of the prefabricated building 1 is hooked by the hoisting machine 13a-1 Heavy parts of the built or bottom ground.
  • the construction device 2 includes a hoisting frame 14 of the box 9.
  • the hoisting frame 14 includes a fixed hoisting frame 14 a and a movable hoisting frame 14 b.
  • the fixed hoisting frame 14 a holds the fixed boom 14 a-1 of the box 9.
  • the fixed, movable lifting frame 14b is used to rotate the movable boom 14b-1 of the box 9.
  • the movable boom 14b-1 is vertically downward, and the walking lifting device 5 is unloaded in the X direction.
  • the movable boom 14b-1 is horizontal during operation.
  • the box building 1a includes a room B2 without a box 9 at both ends in the X direction.
  • the room B2 is surrounded by a vertical wall 1-2Y, a horizontal wall 1-2X, and an adjacent box 9.
  • the box building 1a is used for The construction device 2 performs construction.
  • a construction method a construction method using a long walking support construction device 211, which includes the following construction steps:
  • the long bottom walking lifting device 51a runs in the X direction through the transverse rail 4-1-1 to the installation position of the set position box 9 and adjusts the height of the bottom of the walking support column 6-3 through the walking lifting device 6-2.
  • the bottom of the walking support column 6-3 is supported on the top of the built part of the prefabricated building 1;
  • the box 9 is transported to the outside of the box building 1a to be hoisted.
  • the crane 5y-3 runs through the longitudinal rail 5x-1-1 in the Y direction above the box 9 and descends to the set position.
  • the crane 5y-3 completes the installation of the box 9 by lifting, translating and lowering the carrying box 9 by the fixed lifting frame 14a, that is, the installation of the first room A of the first floor is completed;
  • the crane 5y-3 lifts the vertical wall 1-2Y and the horizontal wall 1-2X to the set height, runs in the Y direction to the installation position and then descends, completing the installation of the vertical wall 1-2Y and the horizontal wall 1-2X. ;
  • the frame locking device 11 is unlocked and disengaged from the column 3, and the walking lifting device 6-2 acts on the top of the built part of the prefabricated building 1 through the walking support column 6-3, lifting the main frame 5x-1, and the main frame 5x- 1 Through the horizontal walking wheels 5x-2 to lift the frame 4a-1, after the large track device 4a and the long bottom walking lifting device 51a are raised one level, the column frame locking device 11 is locked with the column 3, and the column 31- 1. Start the installation of the upper box 9;
  • the B construction method a construction method using a short column to support the construction device 213, which includes the following construction steps:
  • the crane 5y-3 runs through the longitudinal rail 5x-1-1 to the top of the box 9 in the Y direction and descends to the set position;
  • the crane 5y-3 raises the box 9 to a set height by moving the fixed lifting frame 14a, moves to the installation position in the X direction, and completes the installation of the box 9 to complete the installation of the first room A on the first floor;
  • the crane 5y-3 lifts the vertical wall 1-2Y and the horizontal wall 1-2X to the set height, runs in the X direction to the installation position and then descends, completing the installation of the vertical wall 1-2Y and the horizontal wall 1-2X. ;
  • 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 fixes the column support block 8-1 and the temporary column 31b into one, and the frame locking device 11 and The temporary post 31b is unlocked and disengaged, the frame locking device 11 and the permanent post 31a are unlocked and disengaged, and the post lifting device 8-2 acts on the temporary post 31b through the post support block 8-1, lifting the large rail device 4a and the short bottom
  • the frame locking device 11 is locked with the temporary column 31b, and the frame locking device 11 is locked with the permanent column 31a. That is, the large frame 4a-1 is fixedly integrated with the column 3, and the connecting member 3-2 is installed. , Connect the post 31-1 and the box building 1a into one, lengthen the post 31-1, and start the installation of the box 9 on the upper level;
  • the C construction method a construction method using a suspension frame to support the construction device 221.
  • Two sets of vertical walking devices 5y and 5y run on the vertical rail 5x-1-1.
  • the auxiliary rack 5y-1 in 5y has a moving lateral track 5y-1-1 arranged along the X direction, and its construction includes the following steps:
  • the box 9 is transported to the outside of the permanent column 31a to be hoisted.
  • the short suspension walking lifting device 52b runs in the X direction through the lateral track 4-1-1 to the top of the box 9, and the crane 5y-3 passes the vertical track 5x-1.
  • -1 runs along the Y direction to above the box 9 and descends to the set position, and the crane 5y-3 lifts the box 9 to the set position through the fixed lifting frame 14a;
  • the crane 5y-3 carries the box 9 in the X direction to the installation position of the box 9 through the fixed lifting frame 14a.
  • the frame support column 7 is made by the frame lifting device 7-2.
  • the bottom of the -3 rises to the set height, and the installation of the box 9 is completed by rotating and lowering, that is, the installation of the first room A of this floor is completed;
  • the frame lifting device 7-2 acts on the top of the built part of the prefabricated building 1 through the frame support column 7-3, and moves the small track device 4b and the short suspension to walk. After the heavy device 52b is raised one level, the frame locking device 11 is locked with the permanent column 31a, that is, the small frame 4b-1 is fixedly integrated with the permanent column 31a, and the connecting member 3a-2 is installed to connect the column 3a-1 with the box building. 1a is connected as a whole, the post 3a-1 is lengthened, and the installation of the upper box 9 is started;
  • D construction method a construction method using a suspension longitudinal advance construction device 223, two sets of vertical walking devices 5y and 5y running on a vertical rail 5x-1-1
  • the auxiliary rack 5y-1 in 5y has a moving lateral track 5y-1-1 arranged along the X direction, and its construction includes the following steps:
  • the box 9 is transported to the outside to be hoisted in the 1aY direction of the box building.
  • the long suspension walking lifting device 52a runs in the X direction to the top of the box 9 through the transverse rail 4-1-1.
  • the long suspension walking lifting device 52a When there is a frame support device 7 at the operation position, the bottom of the frame support column 7-3 is raised to a set height by the frame lifting device 7-2. After the long suspension walking lifting device 52a passes, the frame support device 7 is reset again;
  • the crane 5y-3 runs above the box 9 through the longitudinal rail 5x-1-1 in the Y direction and descends to the set position.
  • the crane 5y-3 rises to the set position by carrying the box 9 through the fixed lifting frame 14a and moves along the Y Direction to the installation position of box 9;
  • the crane 5y-3 lifts the vertical wall 1-2Y and the horizontal wall 1-2X to the set height, runs in the Y direction to the installation position and then descends, completing the installation of the vertical wall 1-2Y and the horizontal wall 1-2X. ;
  • the frame lifting device 7-2 acts on the top of the built part of the prefabricated building 1 through the frame support column 7-3, and walks the small track device 4b and the long suspension. After the heavy device 52a is raised by one layer, the frame locking device 11 is locked with the permanent column 31a, that is, the small frame 4b-1 is fixedly integrated with the permanent column 31a, and the connecting member 3a-2 is installed to connect the column 3a-1 with the box building. 1a is connected as a whole, the post 3a-1 is lengthened, and the installation of the upper box 9 is started;
  • the building 1 is a special-shaped building 1b composed of a plurality of box buildings 1a.
  • the construction device 2 of the building 1b includes a plurality of track devices 4.
  • Each of the track devices 4 runs on the lateral track 4-1-1.

Abstract

Provided is a construction device for a prefabricated building. The construction device (2) comprises a guiding device (3), a rail device (4), a traveling lifting device (5), a traveling support device (6), a frame support device (7) and a stand-column support device (8). A crane (5y-3) carrying modules or components of a prefabricated building (1) to operate in X and Y directions is realized by the traveling lifting device (5) by means of a horizontal traveling device (5x) and a longitudinal traveling device (5y). The construction device has a simple structure and a high operating efficiency.

Description

装配式建筑的施工装置及其施工法与盒子建筑Construction device of prefabricated building, construction method thereof and box building 技术领域Technical field
本发明涉及的是装配式建筑的施工装置及其施工法与盒子建筑,属于建筑施工技术领域。The invention relates to a construction device of a prefabricated building, a construction method thereof and a box building, and belongs to the technical field of 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,钢筋混凝土的盒子建筑模块因其自身重量大,依靠通用起吊设备(汽车吊和塔吊等)进行吊装,其起吊载荷有限,且无法进行精准吊装。Existing prefabricated buildings mainly refer to slab buildings, while box buildings mainly refer to container buildings. Due to their large weight, reinforced concrete box building modules rely on general lifting equipment (car cranes, tower cranes, etc.) for lifting, and their lifting loads are limited, and No precise lifting is possible.
发明内容Summary of the Invention
本发明提出的是装配式建筑的施工装置及其施工法与盒子建筑,其目的旨在克服现有技术存在的缺陷,其主要优点:由导向装置3、轨道装置4和行走起重装置5组成的施工装置2利用自身的起重装置5y-3从侧面或两端吊起预制构件盒9,然后通过X、Y方向的移动实现对位安装,通过支撑装置6或7或8和框架锁定装置11的配合动作,实现轨道装置4和行走起重装置5的升降,满足重型预制构件盒9的起吊安装,导向装置3的立柱31-1可作为建筑的永久结构,施工装置结构简单,效率高。The present invention proposes a construction device of a prefabricated building, a construction method thereof, and a box building. The purpose thereof is to overcome the shortcomings of the prior art. Its main advantages are: it is composed of a guide device 3, a track device 4 and a walking lifting device 5. The construction device 2 uses its own lifting device 5y-3 to lift the prefabricated component box 9 from the side or both ends, and then realizes the alignment installation by moving in the X and Y directions, and supports 6 or 7 or 8 and the frame locking device. The coordinated action of 11 realizes the lifting of the track device 4 and the walking lifting device 5 to meet the lifting installation of the heavy prefabricated component box 9. The pillar 31-1 of the guide device 3 can be used as a permanent structure of the building. The construction device has a simple structure and high efficiency. .
本发明的技术解决方案:装配式建筑1的施工装置2包括导向装置3、轨道装置4和行走起重装置5,导向装置3位于装配式建筑1外,导向装置3包括立柱装置31和/或爬升装置32两种结构,立柱装置31包括立柱31-1和连接件31-2,通过连接件31-2将立柱31-1与装配式建筑1连接成一体,立柱装置31包括永久立柱31a和临时立柱31b两种结构,永久立柱31a是装配式建筑1的组成部分,临时立柱31b是待装配式建筑1施工完成后需拆除的临时支撑;爬升装置32包括活动立柱32-1和连接装置32-2,通过连接装置32-2将活动立柱32-1与装配式建筑1连接在一起;轨道装置4包括轨道框架4-1和导向接口装置4-2,轨道框架4-1包括沿装配式建筑1X方向的横向轨道4-1-1,轨道装置4包括轨道框架4-1和导向接口装置4-2,设X方向为装配式建筑1的长度方向,Y方向为垂直于长度X的方向,当装配式建筑1为弧形时,则X是弧形装配式建筑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,轨道框架4-1包括沿装配式建筑1X方向的横向轨道4-1-1,导向接口装置4-2位于导向装置3处,通过导向接口装置4-2使轨道框架4-1在导向装置3限制的范围内升降,即导向装置3是轨道框架4-1的在X和Y两方向的限位装置,轨道框架4-1包括两横向轨道4-1-1在Y方向的距离大于装配式建筑1的大框架4a-1和小于装配式建筑1的小框架4b-1,对应的轨道装置4分别为大轨道装置4a和小轨道装置4b;行走起重装置5包括横行走装置 5x和纵行走装置5y,横行走装置5x包括沿X方向运行的主机架5x-1和横向行走轮5x-2,横向行走轮5x-2安装在主机架5x-1上,横向行走轮5x-2在横向轨道4-1-1上运行,当横向轨道4-1-1在Y方向的距离不是恒值时,横向行走轮5x-2包括纵向移动装置5x-2y,即通过纵向移动装置5x-2y在主机架5x-1上沿Y方向的移动,使横向行走轮5x-2在Y方向之间的距离等于横向轨道4-1-1在Y方向的距离,行走起重装置5通过横行走装置5x沿X方向运行;纵行走装置5y包括沿Y方向运行的辅机架5y-1、纵向行走轮5y-2和起重机5y-3,纵向行走轮5y-2安装在辅机架5y-1上,起重机5y-3安装在辅机架5y-1上,主机架5x-1包括纵向行走轮5y-2沿Y方向运行的纵向轨道5x-1-1,起重机5y-3通过纵向行走轮5y-2沿Y方向运行,即行走起重装置5通过横行走装置5x和纵行走装置5y实现起重机5y-3携带装配式建筑1的部件沿X和Y两方向的运行;纵向轨道5x-1-1包括在Y方向伸出横向轨道4-1-1的长轨道5x-1-1a和在Y方向不伸出横向轨道4-1-1的短轨道5x-1-1b,对应于长轨道5x-1-1a的行走起重装置5和主机架5x-1为伸出横向轨道4-1-1的长行走起重装置5a和长机架5x-1a,对应于短轨道5x-1-1b的行走起重装置5和主机架5x-1为不伸出横向轨道4-1-1的短行走起重装置5b和短机架5x-1b,长行走起重装置5a将装配式建筑1的模块或部件通过起重机5y-3从装配式建筑1外侧沿Y方向和/或X方向吊入轨道框架4-1内进行安装,或对轨道框架4-1外的装配式建筑1进行安装,短行走起重装置5b将装配式建筑1的模块或部件通过起重机5y-3从装配式建筑1外侧沿X方向吊入轨道框架4-1内进行安装;行走起重装置5包括底部行走起重装置51和悬挂行走起重装置52两种结构,底部行走起重装置51是在横向轨道4-1-1上方运行的,包括伸出横向轨道4-1-1的长底部行走起重装置51a和不伸出横向轨道4-1-1的短底部行走起重装置51b;悬挂行走起重装置52是悬挂在横向轨道4-1-1下方运行,包括伸出导向装置3的长悬挂行走起重装置52a和不伸出导向装置3的短悬挂行走起重装置52b;施工装置2还包括行走支撑装置6、框架支撑装置7和立柱支撑装置8中的一种或两种或三种,行走支撑装置6包括行走支撑支架6-1、行走升降装置6-2和行走支撑柱6-3,行走支撑支架6-1安装在主机架5x-1上,行走升降装置6-2调节行走支撑柱6-3底部的高度,吊装装配式建筑1的部件或顶升轨道框架4-1时,行走支撑柱6-3的底部支撑在装配式建筑1已建部分的顶部;框架支撑装置7包括框架支撑支架7-1、框架升降装置7-2和框架支撑柱7-3,框架支撑支架7-1安装在轨道框架4-1上,框架升降装置7-2调节框架支撑柱7-3底部的高度,当框架支撑柱7-3的底部支撑在装配式建筑1已建部分的顶部时,框架支撑装置7支撑轨道框架4-1;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4-1上,支撑块锁定装置 8-3固定在立柱支撑块8-1上,当导向装置3为立柱装置31时,支撑块锁定装置8-3与立柱31-1解锁,通过立柱升降装置8-2调节立柱支撑块8-1的高度;当导向装置3为爬升装置32时,立柱支撑块8-1就是活动立柱32-1,支撑块锁定装置8-3就是连接装置32-2,支撑块锁定装置8-3与装配式建筑1锁定时,即连接装置32-2将活动立柱32-1与装配式建筑1连接在一起时,通过立柱升降装置8-2调节轨道框架4-1的高度,当支撑块锁定装置8-3与装配式建筑1解锁时,即使活动立柱32-1与装配式建筑1脱开时,通过立柱升降装置8-2调节活动立柱32-1的高度。The technical solution of the present invention: the construction device 2 of the prefabricated building 1 includes a guide device 3, a track device 4, and a walking lifting device 5, the guide device 3 is located outside the prefabricated building 1, and the guide device 3 includes a pillar device 31 and / or The climbing device 32 has two structures. The column device 31 includes a column 31-1 and a connector 31-2. The column 31-1 is connected to the assembled building 1 through the connector 31-2. The column device 31 includes a permanent column 31a and There are two types of temporary columns 31b. The permanent column 31a is a component of the prefabricated building 1. The temporary column 31b is a temporary support to be removed after construction of the prefabricated building 1. The climbing device 32 includes a movable column 32-1 and a connecting device 32. -2, the movable column 32-1 is connected with the prefabricated building 1 through the connecting device 32-2; the track device 4 includes the track frame 4-1 and the guide interface device 4-2, and the track frame 4-1 includes the The transverse track 4-1-1 in the building 1X direction, the track device 4 includes the track frame 4-1 and the guide interface device 4-2. Let the X direction be the length direction of the prefabricated building 1, and the Y direction be the direction perpendicular to the length X. When the prefabricated building 1 is curved, X is the outline arc or the central arc of the arc-shaped prefabricated building 1, the Y direction is the direction where the position is perpendicular to the arc X, and the track frame 4-1 includes a transverse rail 4-1-1 along the prefabricated building 1X The guide interface device 4-2 is located at the guide device 3, and the guide frame device 4-1 is used to raise and lower the track frame 4-1 within the limit of the guide device 3, that is, the guide device 3 is the X and Positioning device in both directions of Y, the track frame 4-1 includes two transverse tracks 4-1-1 whose distance in the Y direction is larger than the large frame 4a-1 of the prefabricated building 1 and the smaller frame 4b-1 of the prefabricated building 1 The corresponding track devices 4 are a large track device 4a and a small track device 4b, respectively; the walking lifting device 5 includes a horizontal walking device 5x and a vertical walking device 5y, and the horizontal walking device 5x includes a main frame 5x-1 running in the X direction and The horizontal walking wheel 5x-2, the horizontal walking wheel 5x-2 is installed on the main frame 5x-1, the horizontal walking wheel 5x-2 runs on the horizontal track 4-1-1, and when the horizontal track 4-1-1 is in the Y direction When the distance is not a constant value, the horizontal walking wheel 5x-2 includes the vertical moving device 5x-2y, that is, the vertical moving device 5x-2y is on the main frame 5x-1. The movement in the Y direction makes the distance between the transverse walking wheels 5x-2 in the Y direction equal to the distance of the transverse rail 4-1-1 in the Y direction. The walking lifting device 5 runs in the X direction through the transverse walking device 5x; The traveling device 5y includes an auxiliary frame 5y-1 running in the Y direction, a longitudinal traveling wheel 5y-2, and a crane 5y-3. The longitudinal traveling wheel 5y-2 is installed on the auxiliary frame 5y-1, and the crane 5y-3 is installed on On the auxiliary frame 5y-1, the main frame 5x-1 includes a longitudinal track 5x-1-1 running in the Y direction by the longitudinal traveling wheel 5y-2, and the crane 5y-3 runs in the Y direction by the longitudinal traveling wheel 5y-2, that is, The walking lifting device 5 realizes the operation of the crane 5y-3 to carry the components of the assembled building 1 in the X and Y directions through the horizontal walking device 5x and the vertical walking device 5y. The longitudinal rail 5x-1-1 includes a lateral extension in the Y direction. Long-track 5x-1-1a of track 4-1-1 and short-track 5x-1-1b of lateral track 4-1-1 which does not extend in the Y direction, corresponding to the walking lifting of the long track 5x-1-1a The device 5 and the main frame 5x-1 are the long walking lifting device 5a and the long frame 5x-1a protruding from the transverse rail 4-1-1, and the walking lifting device 5 and the main body corresponding to the short rail 5x-1-1b The frame 5x-1 is not extended out of the transverse rail 4- 1-1 short walking lifting device 5b and short frame 5x-1b, long walking lifting device 5a will move the modules or components of prefabricated building 1 from the outer side of prefabricated building 1 in the Y direction and / or by crane 5y-3 The X-direction is hoisted into the track frame 4-1 for installation, or the prefabricated building 1 outside the track frame 4-1 is installed. The short walking lifting device 5b lifts the modules or components of the prefabricated building 1 through the crane 5y-3. The outside of the prefabricated building 1 is hoisted into the track frame 4-1 along the X direction for installation; the walking lifting device 5 includes two structures of a bottom walking lifting device 51 and a hanging walking lifting device 52. The bottom walking lifting device 51 is at Running above the horizontal track 4-1-1, including a long bottom walking hoisting device 51a extending out of the transverse rail 4-1-1 and a short bottom walking hoisting device 51b not extending out of the transverse rail 4-1-1; suspension The walking hoisting device 52 is suspended under the transverse rail 4-1-1, and includes a long hanging walking hoisting device 52a extending out of the guide device 3 and a short hanging walking hoisting device 52b not extending the guide device 3; a construction device 2 also includes one of the walking support device 6, the frame support device 7, and the column support device 8. Or two or three types, the walking support device 6 includes a walking support bracket 6-1, a walking lifting device 6-2, and a walking support column 6-3. The walking support bracket 6-1 is installed on the main frame 5x-1, and the walking lift The device 6-2 adjusts the height of the bottom of the walking support column 6-3. When lifting a component of the prefabricated building 1 or lifting the track frame 4-1, the bottom of the walking support column 6-3 is supported on the built part of the prefabricated building 1. Top; the frame support device 7 includes a frame support bracket 7-1, a frame lifting device 7-2, and a frame support column 7-3. The frame support bracket 7-1 is installed on the rail frame 4-1, and the frame lifting device 7-2 is adjusted. The height of the bottom of the frame support column 7-3. When the bottom of the frame support column 7-3 is supported on top of the built part of the prefabricated building 1, the frame support device 7 supports the track frame 4-1; the column support device 8 includes column support Block 8-1, column lifting device 8-2, and 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 4-1 to support The block locking device 8-3 is fixed on the column support block 8-1. When the guide device 3 is the column device 31, the The block locking device 8-3 is unlocked from the column 31-1, and the height of the column support block 8-1 is adjusted by the column lifting device 8-2. When the guide device 3 is a climbing device 32, the column support block 8-1 is the movable column 32. -1, the supporting block locking device 8-3 is the connecting device 32-2. When the supporting block locking device 8-3 is locked with the prefabricated building 1, the connecting device 32-2 connects the movable column 32-1 with the prefabricated building 1 When together, the height of the track frame 4-1 is adjusted by the column lifting device 8-2. When the support block locking device 8-3 is unlocked from the prefabricated building 1, even when the movable column 32-1 is disengaged from the prefabricated building 1 , Adjust the height of the movable column 32-1 through the column lifting device 8-2.
本发明的优点:由导向装置3、轨道装置4和行走起重装置5组成的施工装置2利用自身的起重装置5y-3从侧面或两端吊起预制构件盒9,然后通过X、Y方向的移动实现对位安装,通过支撑装置6或7或8和框架锁定装置11的配合动作,实现轨道装置4和行走起重装置5的升降,满足重型预制构件盒9的起吊安装,导向装置3的立柱31-1可作为建筑的永久结构,施工装置结构简单,效率高。The invention has the advantages that the construction device 2 composed of the guide device 3, the track device 4 and the walking lifting device 5 uses its own lifting device 5y-3 to lift the prefabricated component box 9 from the side or both ends, and then passes X, Y The movement in the direction realizes the alignment installation, and the coordinated action of the supporting device 6 or 7 or 8 and the frame locking device 11 realizes the lifting and lowering of the track device 4 and the walking lifting device 5 to meet the lifting installation of the heavy prefabricated component box 9 and the guide device. The column 31-1 of 3 can be used as the permanent structure of the building. The construction device has a simple structure and high efficiency.
附图说明BRIEF DESCRIPTION OF THE DRAWINGS
图1是组成施工装置2的导向装置3、轨道装置4和行走起重装置5的结构示意图;1 is a schematic structural diagram of a guide device 3, a track device 4 and a walking lifting device 5 constituting a construction device 2;
图2是图1的A-A视图,也是由长机架5x-1a组成的长底部行走起重装置51a的结构示意图,也是在Y方向伸出横向轨道4-1-1的长轨道5x-1-1a的结构示意图;Fig. 2 is an AA view of Fig. 1, and is also a schematic structural diagram of a long bottom walking lifting device 51a composed of a long frame 5x-1a, and also a long rail 5x-1- protruding lateral track 4-1-1 in the Y direction 1a structure diagram;
图3是图2的Ⅰ局部放大视图,也是安装长机架5x-1a底部的横向行走轮5x-2在大框架4a-1的横向轨道4-1-1上运行的结构示意图;FIG. 3 is a partially enlarged view of FIG. 2I, and is also a schematic structural view of a transverse walking wheel 5x-2 at the bottom of a long frame 5x-1a running on a lateral track 4-1-1 of the large frame 4a-1;
图4是图1的B向旋转视图,也是由大框架4a-1组成的大轨道装置4a的结构示意图,也是横向轨道4-1-1的结构示意图,也是导向接口装置4-2的结构示意图;FIG. 4 is a rotation view in the direction of B in FIG. 1, and is also a schematic diagram of a large track device 4 a composed of a large frame 4 a-1, a schematic diagram of a lateral track 4-1-1, and a schematic diagram of a guide interface device 4-2. ;
图5是组成大轨道装置4a的大框架4a-1、横向轨道4-1-1和导向接口装置4-2的结构示意图;5 is a schematic structural diagram of a large frame 4a-1, a lateral rail 4-1-1, and a guide interface device 4-2 constituting the large rail device 4a;
图6是由顶板9-1、盒侧墙9-2、底板9-3、盒端墙9-4和梁柱框10组成盒9的结构示意图,也是由顶梁10-1、底梁10-2和柱10-3组成梁柱框10的结构示意图;FIG. 6 is a structural schematic diagram of a box 9 composed of a top plate 9-1, a box side wall 9-2, a bottom plate 9-3, a box end wall 9-4, and a beam and column frame 10, and also a top beam 10-1 and a bottom beam 10 -2 and the column 10-3 constitute the structural diagram of the beam-column frame 10;
图7是图6的A向视图,也是由盒外顶梁10-1-1和盒内顶梁10-1-2组成顶梁10-1的结构示意图,也是盒外底梁10-2-1和盒内底梁10-2-2组成底梁10-2的结构示意图,也是盒外柱10-3-1和盒内柱10-3-2组成柱10-3的结构示意图;FIG. 7 is a view in the direction of the arrow A of FIG. 6, and is also a schematic structural diagram of a top beam 10-1 composed of a box top beam 10-1-1 and a box top beam 10-1-2, and also a box bottom beam 10-2- 1 and the bottom beam 10-2-2 inside the box constitute the schematic diagram of the bottom beam 10-2, which is also the structure schematic of the outer pillar 10-3-1 and the inner pillar 10-3-2 the pillar 10-3;
图8是图7的B-B剖视图,也是盒9的结构示意图;FIG. 8 is a sectional view taken along the line B-B of FIG. 7 and is a schematic structural view of the box 9;
图9是在工厂中将盒9a的各模块单独预制好的结构示意图;9 is a schematic structural diagram of each module of the box 9a separately prefabricated in a factory;
图10是盒9的内部空腔形成了房间A的结构示意图,也是间隔错开排列的角部相连的四个盒9围成的空间形成了房间B1的结构示意图;FIG. 10 is a structural schematic diagram of the internal cavity of the box 9 forming the room A, and is also a structural schematic diagram of the room B1 formed by the spaces surrounded by the four boxes 9 connected at staggered corners;
图11是房间mnA位置的盒9的上下左右无盒9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9角部相连的结构示意图,也是盒9外部四角既有斜面又有缺口的对接,通过螺栓连接、二次灌浆密封保证对角盒9间的连接强度;FIG. 11 is a structural schematic diagram of the box 9 at the position of the room mnA without the box 9 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 diagram of the connection of the corners of the box 9 and is also the docking of the outer four corners of the box 9 with both bevels and gaps. The connection strength between the diagonal boxes 9 is guaranteed by bolting and secondary grouting;
图12是由顶板1-1、外墙1-2、基础1-3和盒9组成盒子建筑1a的结构示意图,也是组成外墙1-2的横墙1-2X和Y方向布置的纵墙1-2Y的结构示意图;FIG. 12 is a structural schematic diagram of a box building 1a composed of a top plate 1-1, an outer wall 1-2, a foundation 1-3, and a box 9, and also a vertical wall arranged in the X- and Y-direction of the cross wall 1-2 constituting the outer wall 1-2 1-2Y structure diagram;
图13是组成盒9的梁柱框10外侧有阳台构件10-4的结构示意图;13 is a schematic structural diagram of a balcony member 10-4 on the outside of the beam-column frame 10 constituting the box 9;
图14是由带有阳台构件10-4的梁柱框10组成的房间A和房间B都有阳台构件10-4的结构示意图;FIG. 14 is a schematic structural diagram of a room A and a room B consisting of a beam-column frame 10 with a balcony member 10-4 having a balcony member 10-4;
图15是组成沿X方向运行的横行走装置5x的主机架5x-1和横向行走轮5x-2的结构示意图,也是组成行走支撑装置6的行走支撑支架6-1、行走升降装置6-2和行走支撑柱6-3的结构示意图;FIG. 15 is a schematic structural diagram of a main frame 5x-1 and a transverse walking wheel 5x-2 constituting a transverse traveling device 5x running in the X direction, and also a traveling support bracket 6-1 and a traveling lifting device 6-2 constituting the traveling support device 6. And schematic diagram of the structure of the walking support column 6-3;
图16是图15的A向视图,也是沿X方向布置的移动横向轨道5y-1-1和沿X方向运行的小横向行走轮5y-3-1的结构示意图,在Y方向伸出横向轨道4-1-1的长轨道5x-1-1a的结构示意图;FIG. 16 is a view in the direction of the arrow A in FIG. 15, and is also a schematic structural diagram of a moving lateral rail 5y-1-1 arranged in the X direction and a small lateral walking wheel 5y-3-1 running in the X direction, with the lateral rail protruding in the Y direction. Schematic diagram of the 4-1-1 long track 5x-1-1a;
图17是图15的B向视图;FIG. 17 is a view taken in the direction of arrow B in FIG. 15;
图18是组成纵行走装置5y的辅机架5y-1、纵向行走轮5y-2和起重机5y-3的结构示意图;18 is a schematic structural diagram of an auxiliary frame 5y-1, a longitudinal traveling wheel 5y-2, and a crane 5y-3 constituting the longitudinal traveling device 5y;
图19是图18的A向视图;FIG. 19 is a view from A to FIG. 18; FIG.
图20是图18的B向视图,纵向行走轮5y-2在纵向轨道5x-1-1上运行的结构示意图,也是小横向行走轮5y-3-1在辅机架5y-1的横向轨道5y-1-1上运行的结构示意图;FIG. 20 is a view in the direction of the arrow B in FIG. 18. The structural schematic diagram of the longitudinal traveling wheel 5y-2 running on the longitudinal track 5x-1-1 is also the transverse track of the small transverse traveling wheel 5y-3-1 on the auxiliary rack 5y-1 Schematic diagram of operation on 5y-1-1;
图21是导向接口装置4-2上的框架锁定装置11将轨道框4-1固定与导向装置3固连成一体的结构示意图;FIG. 21 is a schematic structural diagram of the frame locking device 11 on the guide interface device 4-2 fixing the track frame 4-1 and the guide device 3 integrally;
图22是由永久立柱31a、临时立柱31b、大轨道装置4a、长底部行走起重装置51a和立柱支撑装置8组成长立柱支撑施工装置212的结构示意图,也是组成立柱装置31的立柱31-1和连接件31-2的结构示意图,也是永久立柱31a和临时立柱31b的结构示意图;FIG. 22 is a structural schematic diagram of a long column supporting construction device 212 composed of a permanent column 31a, a temporary column 31b, a large rail device 4a, a long bottom walking lifting device 51a, and a column support device 8; it is also a column 31-1 which forms the column device 31 And the structural diagram of the connecting member 31-2, and also the structural diagram of the permanent column 31a and the temporary column 31b;
图23是图22的A-A视图;Fig. 23 is an A-A view of Fig. 22;
图24是组成短立柱支撑施工装置213的永久立柱31a、临时立柱31b、大轨道装置4a、短底部行走起重装置51b和立柱支撑装置8的结构示意图,也是由短机架5x-1b组成的短行走起重装置5b的结构示意图;FIG. 24 is a structural schematic diagram of a permanent column 31a, a temporary column 31b, a large track device 4a, a short bottom walking lifting device 51b, and a column support device 8 constituting a short column support construction device 213, which is also composed of a short frame 5x-1b Schematic diagram of the structure of the short walking lifting device 5b;
图25是图24的A-A视图,也是短底部行走起重装置51b的起重机5y-3吊起盒9在大框架 4a-1内部行走的结构示意图;Fig. 25 is an A-A view of Fig. 24, which is a schematic structural diagram of the crane 5y-3 lifting box 9 of the short bottom walking lifting device 51b walking inside the large frame 4a-1;
图26是图25的Ⅰ局部放大视图,也是短机架5x-1b底部的横向行走轮5x-2在横向轨道4-1-1运行的结构示意图;FIG. 26 is a partially enlarged view of FIG. 25 I, and is also a schematic structural diagram of the transverse traveling wheel 5x-2 at the bottom of the short frame 5x-1b running on the transverse track 4-1-1;
图27是图24的B向旋转视图,也是在Y方向不伸出横向轨道4-1-1的短轨道5x-1-1b的结构示意图,也是不伸出横向轨道4-1-1的短底部行走起重装置51b的结构示意图;FIG. 27 is a rotation view in the direction of B in FIG. 24, and is also a schematic structural diagram of a short track 5x-1-1b that does not extend the lateral track 4-1-1 in the Y direction, and is also a short diagram that does not extend the lateral track 4-1-1. Schematic diagram of the structure of the bottom walking lifting device 51b;
图28是大轨道装置4a通过立柱支撑装置8和框架锁定装置11实现在临时立柱31b上升降的结构示意图,也是大轨道装置4a通过框架锁定装置11固定在永久立柱31a上的结构示意图;FIG. 28 is a structural schematic diagram of the large rail device 4a lifting on the temporary column 31b through the column support device 8 and the frame locking device 11, and also a structural schematic diagram of the large rail device 4a being fixed on the permanent column 31a through the frame locking device 11;
图29是图28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. 29 is an A-A view of FIG. 28, 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30是图28的B向旋转视图;FIG. 30 is a B-directional rotation view of FIG. 28; FIG.
图31是图28的C-C视图;Fig. 31 is a C-C view of Fig. 28;
图32是组成短框架支撑施工装置214的永久立柱31a、临时立柱31b、大轨道装置4a、短底部行走起重装置51b和框架支撑装置7的结构示意图;FIG. 32 is a schematic structural diagram of a permanent post 31a, a temporary post 31b, a large track device 4a, a short bottom walking lifting device 51b, and a frame support device 7 constituting a short frame support construction device 214;
图33是图32的Ⅰ局部放大视图,也是框架支撑装置7的框架支撑支架7-1固定在大轨道框4a-1上,框架支撑柱7-3支撑在盒9上的结构示意图;FIG. 33 is a partially enlarged view of FIG. 32, and is also a schematic structural diagram of a frame support bracket 7-1 of the frame support device 7 fixed on the large track frame 4a-1, and a frame support column 7-3 supported on the box 9;
图34是图32的A-A视图,也是由框架支撑支架7-1、框架升降装置7-2和框架支撑柱7-3组成的框架支撑装置7的结构示意图,也是起重机5y-3在长机架5x-1a的悬臂端吊起盒9的结构示意图;Fig. 34 is an AA view of Fig. 32, which is also a structural schematic diagram of a frame support device 7 composed of a frame support bracket 7-1, a frame lifting device 7-2, and a frame support column 7-3, and also a crane 5y-3 in a long frame 5x-1a cantilever end suspension box 9
图35是图32的B向旋转视图,也是纵行走装置5y在长轨道5x-1-1a上行走至横向轨道4-1-1悬臂端的结构示意图;FIG. 35 is a view in the direction of rotation B in FIG. 32, and is also a schematic structural diagram of the longitudinal traveling device 5y walking on the long rail 5x-1-1a to the cantilever end of the lateral rail 4-1-1;
图36是图35中除去长底部行走起重装置51a和盒子建筑1a后的结构示意图;FIG. 36 is a schematic structural diagram of FIG. 35 after removing the long bottom walking lifting device 51a and the box building 1a;
图37是由临时立柱31b、大轨道装置4a和短底部行走起重装置51b组成的长爬行支撑施工装置215的结构示意图,也是组成爬升装置32的活动立柱32-1和连接装置32-2的结构示意图;FIG. 37 is a structural schematic diagram of a long crawling support construction device 215 composed of a temporary post 31b, a large track device 4a, and a short bottom walking lifting device 51b. It is also a movable post 32-1 and a connecting device 32-2 constituting the climbing device 32. Schematic;
图38是图37的A向视图,也是长爬行支撑施工装置215通过爬行装置32和框架支撑装置7实现升降功能的结构示意图;FIG. 38 is a view in the direction of the arrow A of FIG. 37, and is also a schematic structural diagram of the long crawling support construction device 215 implementing the lifting function through the crawling device 32 and the frame support device 7;
图39是由永久立柱31a、小轨道装置4b、短悬挂行走起重装置52b和框架支撑装置7组成的悬挂框架支撑施工装置221的结构示意图;39 is a schematic structural diagram of a suspension frame support construction device 221 composed of a permanent column 31a, a small track device 4b, a short suspension walking lifting device 52b, and a frame support device 7;
图40是图39的A向旋转视图,也是通过纵向行走轮5y-2在纵向轨道5x-1-1b上沿y方向运行或小横向行走轮5y-3-1在移动横向轨道5y-1-1上沿X方向运行,实现起重机5y-3携带盒9 沿Y或X方向运行的结构示意图,也是起重机5y-3携带盒9通过纵向行走轮5y-2和小横向行走轮5y-3-1沿X和Y方向的运行,实现盒9转动的结构示意图;FIG. 40 is a view in the direction of rotation A in FIG. 39, and also runs in the y direction on the longitudinal track 5x-1-1b by the longitudinal walking wheel 5y-2 or the small transverse walking wheel 5y-3-1 moves the lateral track 5y-1- 1 runs in the X direction to realize the crane 5y-3 carrying box 9 The structural schematic diagram of running in the Y or X direction is also the crane 5y-3 carrying box 9 through the longitudinal walking wheel 5y-2 and the small transverse walking wheel 5y-3-1 Schematic diagram of the structure in which the box 9 is rotated in the X and Y directions;
图41是图39的B向视图,也是也是短机架5x-1b顶部的横向行走轮5x-2悬挂在横向轨道4-1-1运行的结构示意图;FIG. 41 is a view in the direction of the arrow B in FIG. 39, and is also a schematic structural view of the transverse traveling wheel 5x-2 on the top of the short frame 5x-1b suspended on the transverse track 4-1-1;
图42是图39的C-C视图;Figure 42 is a C-C view of Figure 39;
图43是图39的D-D视图,,也是小框架4b-1上的横向轨道4-1-1的结构示意图;FIG. 43 is a D-D view of FIG. 39, and is a schematic structural diagram of a lateral rail 4-1-1 on the small frame 4b-1;
图44是由永久立柱31a、临时立柱31b、小轨道装置4b、短悬挂行走起重装置52b和立柱支撑装置8组成的悬挂立柱支撑施工装置222的结构示意图,也是起重机5y-3在两端吊起盒9,转动后进入中间装配施工段;Fig. 44 is a structural schematic diagram of a suspension column supporting construction device 222 composed of a permanent column 31a, a temporary column 31b, a small track device 4b, a short suspension walking lifting device 52b, and a column support device 8; also, the crane 5y-3 is hoisted at both ends Pick up box 9 and enter the middle assembly construction section after turning;
图45是图44的A-A视图;45 is an A-A view of FIG. 44;
图46是由永久立柱31a、小轨道装置4b、长悬挂行走起重装置52a和框架支撑装置7组成的悬挂纵进施工装置223的结构示意图;46 is a schematic structural diagram of a suspension longitudinal advance construction device 223 composed of a permanent column 31a, a small track device 4b, a long suspension walking lifting device 52a, and a frame support device 7;
图47是图46的A-A视图,也是长悬挂行走起重装置52a在盒子建筑1a的侧面吊起盒9的结构示意图;FIG. 47 is an A-A view of FIG. 46, and is a schematic structural diagram of the long suspension walking lifting device 52a lifting the box 9 on the side of the box building 1a;
图48是由楼板1b-1、纵墙1b-2和外横墙1b-3组成的板式建筑1b的结构示意图,也是通过框架锁定装置11将大框架4a-1与爬升装置32锁定连接成一体的结构示意图,也是长底部行走起重装置5a的起重机5y-3吊装纵墙1b-2和外横墙1b-3的结构示意图;FIG. 48 is a structural schematic diagram of a plate-type building 1b composed of a floor slab 1b-1, a vertical wall 1b-2, and an external transverse wall 1b-3, and the large frame 4a-1 and the climbing device 32 are also locked and integrated by a frame locking device 11 The structural schematic diagram is also a structural schematic diagram of the longitudinal wall 1b-2 and the outer transverse wall 1b-3 by the crane 5y-3 of the long bottom walking lifting device 5a;
图49是图48的A向视图,也是从板式建筑1b外侧吊装纵墙1b-2的结构示意图;FIG. 49 is a view in the direction of the arrow A of FIG. 48, and is also a schematic structural diagram of hoisting the vertical wall 1b-2 from the outside of the plate-shaped building 1b;
图50是安装在长机架5x-1a上的配重装置12的结构示意图,也是组成卷扬平衡机13a的卷扬机13a-1的结构示意图;FIG. 50 is a schematic structural diagram of a counterweight device 12 installed on a long frame 5x-1a, and is also a schematic structural diagram of a hoisting machine 13a-1 constituting a hoisting balancer 13a;
图51是固定吊装架14a的固定吊杆14a-1吊住盒9的结构示意图;FIG. 51 is a schematic structural diagram of a box 9 suspended by a fixed boom 14a-1 of a fixed hanger 14a;
图52是活动吊装架14b的活动吊杆14b-1吊住盒9的结构示意图,也是X方向空载运行时活动吊杆14b-1是水平的结构示意图;FIG. 52 is a schematic structural diagram of a movable boom 14b-1 suspending the box 9 by the movable hanger 14b, and is also a schematic structural diagram of the movable boom 14b-1 being horizontal when the X-direction is under no-load operation;
图53是固定吊装架14a吊起外墙1-2的结构示意图;Figure 53 is a schematic structural view of the fixed wall 14a for lifting the external wall 1-2;
图54是安装四根永久立柱31a、两根临时立柱31b和施工装置2后的结构示意图,也是起重机5y-3通过固定吊装架14a携带盒9完成第一层房间A安装的结构示意图;FIG. 54 is a structural schematic diagram after installing four permanent columns 31a, two temporary columns 31b, and the construction device 2, and also a structural diagram of the crane 5y-3 completing the installation of the first-floor room A through the fixed lifting frame 14a carrying the box 9;
图55是图54的A-A视图,也是纵行走装置5y在横向轨道4-1-1沿着X方向运行至设定位置盒9上方,在盒子建筑1a外侧吊起盒9的结构示意图;FIG. 55 is an A-A view of FIG. 54, and is also a schematic structural diagram of the longitudinal walking device 5y running along the X-direction on the transverse track 4-1-1 to the set position 9 above the box 9 and lifting the box 9 outside the box building 1a;
图56是起重机5y-3分别吊着纵墙1-2Y和横墙1-2X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1-2Y和横墙1-2X安装的结构示意图;Figure 56 shows the crane 5y-3 lifting the vertical wall 1-2Y and the horizontal wall 1-2X to the set height, running in the Y direction to the installation position and then descending, completing the installation of the vertical wall 1-2Y and the horizontal wall 1-2X. Schematic diagram of the structure;
图57是加长立柱31-1、框架锁定装置11与立柱3解锁脱开,行走升降装置6-2顶升机架4a-1的结构示意图,也是起重机5y-3吊装第二层盒9的结构示意图,也是由纵墙1-2Y、横墙1-2X和相邻的盒9围成的房间B2的结构示意图;FIG. 57 is a schematic structural diagram of the extended column 31-1, the frame locking device 11 and the column 3 unlocked and disengaged, and the walking lifting device 6-2 lifting the frame 4a-1, and also the structure of the crane 5y-3 lifting the second layer box 9 The schematic diagram is also a structural diagram of a room B2 surrounded by a vertical wall 1-2Y, a horizontal wall 1-2X, and an adjacent box 9;
图58是安装四根永久立柱31a、四根临时立柱31b和施工装置2的各部件后,起重机5y-3在大轨道装置4a端部吊起盒9的结构示意图;FIG. 58 is a schematic structural diagram of the crane 5y-3 lifting the box 9 at the end of the large track device 4a after the four permanent columns 31a, the four temporary columns 31b and the components of the construction device 2 are installed;
图59是支撑块锁定装置8-3将立柱支撑块8-1与临时立柱31b锁定固连成一体,立柱升降装置8-2通过推动立柱支撑块8-1使大轨道装置4a和短底部行走起重装置51b升高一层的结构示意图;Figure 59 is a support block locking device 8-3 that locks and fixes the column support block 8-1 and the temporary column 31b into one. The column lifting device 8-2 moves the large track device 4a and the short bottom by pushing the column support block 8-1. Schematic diagram of the lifting device 51b raising one level;
图60是安装四根永久立柱31a和悬挂框架支撑施工装置221后结构示意图,也是短悬挂行走起重装置52b通过固定吊装架14a在横向轨道4-1-1的端部吊起盒9的结构示意图;FIG. 60 is a schematic structural diagram after installing four permanent columns 31a and a suspension frame supporting construction device 221, and also the structure of the short suspension walking lifting device 52b to suspend the box 9 at the end of the transverse rail 4-1-1 through the fixed lifting frame 14a schematic diagram;
图61是通过四个起重机5y-3单独在X或Y方向移动,实现盒9转动复位至装配角度,进行吊装的结构示意图,也是通过框架升降装置7-2使框架支撑柱7-3的底部上升至设定高度以便于盒9通过转动复位下降完成安装的结构示意图,也是完成第一层房间A施工的结构示意图;Figure 61 is a structural schematic diagram of lifting the box 9 by rotating the four cranes 5y-3 in the X or Y direction to achieve the rotation and resetting of the box 9 to the assembly angle, and also the bottom of the frame support column 7-3 by the frame lifting device 7-2 The structural diagram of rising to a set height so that the installation of the box 9 can be completed by rotating and lowering, and is also the structural diagram of completing the construction of the first floor room A;
图62是将框架锁定装置11与永久立柱31a解锁脱开,框架支撑装置7通过框架升降装置7-2将小轨道装置4b和短悬挂行走起重装置52b升高一层后的结构示意图;FIG. 62 is a schematic structural diagram of the frame locking device 11 being unlocked from the permanent column 31a, and the frame supporting device 7 raising the small track device 4b and the short suspension walking lifting device 52b through the frame lifting device 7-2;
图63是在盒子建筑1a的基础外侧四个角部安装四根永久立柱31a的结构示意图,也是组装的悬挂纵进施工装置223的吊装第一层盒9和吊装纵墙1-2Y的结构示意图;FIG. 63 is a schematic structural diagram of installing four permanent columns 31a at four corners of the outer side of the foundation of the box building 1a, and is also a schematic structural diagram of the hoisting first floor box 9 and the hoisting vertical wall 1-2Y of the assembled suspended longitudinal construction device 223 ;
图64是通过永久立柱31a、框架支撑装置7和框架锁定装置11的配合实现小轨道装置4b和长悬挂行走起重装置52a升高一层的结构示意图;FIG. 64 is a schematic structural diagram of raising the small track device 4b and the long suspension walking lifting device 52a by the cooperation of the permanent column 31a, the frame supporting device 7 and the frame locking device 11;
图65是由若干个盒子建筑1a组成的异形建筑1b的结构示意图;FIG. 65 is a schematic structural diagram of a special-shaped building 1b composed of several box buildings 1a;
图66是X为弧形装配式建筑1的中心弧线,Y方向为所在位置垂直于弧线X的方向的结构示意图;FIG. 66 is a structural schematic diagram where X is the central arc of the arc-shaped assembled building 1, and the Y direction is a direction where the position is perpendicular to the arc X;
图67是装配式建筑1两侧端为弧形的结构示意图,也是向轨道4-1-1在Y方向的距离不是恒值的结构示意图;FIG. 67 is a schematic diagram of a curved structure on both sides of a prefabricated building 1, and also a schematic diagram of a structure in which the distance to the track 4-1-1 in the Y direction is not a constant value;
图68是图67的A向视图,也是纵向移动装置5x-2y的结构示意图;FIG. 68 is a view in the direction of the arrow A of FIG. 67, and is also a schematic structural diagram of the vertical moving device 5x-2y;
图69是装配式建筑1为圆环状的结构示意图,也是X为装配式建筑1的圆形中心线的结构示意图;FIG. 69 is a schematic diagram of the structure of the prefabricated building 1 in the shape of a circle, and X is a schematic diagram of the structure of the circular centerline of the prefabricated building 1;
图中的1是装配式建筑,包括盒子建筑1a和板式建筑1b两种结构;1a是盒子建筑,包括顶板1-1、外墙1-2、基础1-3和盒9;1-1是顶板;1-2是外墙,包括横墙1-2X和Y方向布置 的纵墙1-2Y;1-2X是X方向布置的横墙;1-2Y是Y方向布置的纵墙;1-3是基础;1-3X是Y方向两侧的横基础;1b是由楼板1b-1、纵墙1b-2和外横墙1b-3组成的板式建筑;1b-1是楼板;1b-2是纵墙;1b-3是外横墙;;房间A是盒9内部空腔形成的房间;房间B是所在位置没有盒9的房间;1b是由若干个装配式建筑1a组成的异形建筑;2是装配式建筑1的施工装置,包括导向装置3、轨道装置4和行走起重装置5;3是导向装置,位于装配式建筑1外,包括立柱装置31和爬升装置32两种结构;31是立柱装置,包括立柱31-1和连接件31-2,包括永久立柱31a和临时立柱31b两种结构;31a是永久立柱,是装配式建筑1的组成部分;31b是临时立柱,待装配式建筑1施工完成后需拆除;31-1是立柱;31-2是连接件;32是爬升装置;32-1是活动立柱;32-2是连接装置;4是轨道装置,包括轨道框架4-1和导向接口装置4-2;4a是由大框架4a-1组成的大轨道装置;4b是由轨道框架4b-1组成的小轨道装置;4-1是轨道框架,包括两横向轨道4-1-1在Y方向的距离大于装配式建筑1的大框架4a-1和小于装配式建筑1的小框架4b-1两种结构;4a-1是两横向轨道4-1-1在Y方向的距离大于装配式建筑1的大框架;4b-1是两横向轨道4-1-1在Y方向的距离小于装配式建筑1的小框架;4-1-1是沿装配式建筑1的X方向的横向轨道,4-2是导向接口装置;5是行走起重装置,包括横行走装置5x和纵行走装置5y;5x是沿X方向运行的横行走装置,包括沿X方向运行的主机架5x-1和横向行走轮5x-2;5x-1是主机架;5x-1a是伸出横向轨道4-1-1的长机架;5x-1b是不伸出横向轨道4-1-1的短机架;5a是由长机架5x-1a组成的长行走起重装置;5b是由短机架5x-1b组成的短行走起重装置;5x-1-1是纵向行走轮5y-2沿Y方向运行的纵向轨道;5x-1-1a是在Y方向伸出横向轨道4-1-1的长轨道;5x-1-1b是在Y方向不伸出横向轨道4-1-1的短轨道;5x-2是在横向轨道4-1-1上运行,安装在主机架5x-1上的横向行走轮;5x-2y是纵向移动装置,使横向行走轮5x-2在Y方向之间的距离等于横向轨道4-1-1在Y方向的距离;5y是沿Y方向运行的纵行走装置,包括沿Y方向运行的辅机架5y-1、纵向行走轮5y-2和起重机5y-3;5y-1是沿Y方向运行的辅机架;5y-1-1是辅机架5y-1上的沿X方向布置的移动横向轨道;5y-2是安装在辅机架5y-1上的在纵向轨道5x-1-1上运行的纵向行走轮;5y-3是安装在辅机架5y-1上的起重机;5y-3-1是沿X方向运行的小横向行走轮;51是底部行走起重装置,在横向轨道4-1-1上方运行,包括长底部行走起重装置51a和短底部行走起重装置51b;51a是伸出横向轨道4-1-1的长底部行走起重装置;51b是不伸出横向轨道4-1-1的短底部行走起重装置;52是悬挂行走起重装置,悬挂在横向轨道4-1-1下方运行,包括长悬挂行走起重装置52a和短悬挂行走起重装置52b;52a是伸出导向装置3的长悬挂行走起重装置;52b是不伸出导向装置3的短悬挂行走起重装置;6是行走支撑装置,包括行走支撑支架6-1、 行走升降装置6-2和行走支撑柱6-3;6-1是安装在主机架5x-1上的行走支撑支架;6-2是调节行走支撑柱6-3底部高度的行走升降装置;6-3是行走支撑柱;7是框架支撑装置,包括框架支撑支架7-1、框架升降装置7-2和框架支撑柱7-3;7-1是安装在轨道框架4-1上的框架支撑支架;7-2是框架升降装置;7-3是框架支撑柱;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是盒,包括顶板9-1、盒侧墙9-2、底板9-3、盒端墙9-4和梁柱框10;9-1是顶板;9-2是盒侧墙;9-3是底板;9-4是盒端墙;9a是各模块预制好,运至现场再装配成的盒模块;10是位于横基础1-3X正上方的梁柱框,包括顶梁10-1、底梁10-2和柱10-3;10-1是顶梁,也是盒顶9-1两端的组成部分,包括盒外顶梁10-1-1和盒内顶梁10-1-2;10-1-1是盒外顶梁,也是相邻上层房间B的横墙1-2X的底部;10-1-2是盒内顶梁,也是盒端墙9-4的上部;10-2是底梁,也是盒底9-3两端的组成部分,包括盒外底梁10-2-1和盒内底梁10-2-2;10-2-1是盒外底梁,也是相邻下层房间B的横墙1-2X的上部;10-2-2是盒内底梁,也是盒端墙9-4的底部;10-3是柱,也是盒侧墙9-2两端的组成部分,包括盒外柱10-3-1和盒内柱10-3-2;10-3-1是盒外柱,也是水平相邻房间B的横墙1-2X的侧部;10-3-2是盒内柱,也是盒端墙9-4的侧部;10-4是梁柱框10外的阳台构件;11是安装在导向接口装置4-2上的框架锁定装置,动作时将轨道框架4-1与导向装置3固连成一体;12是配重装置;13是平衡装置;13a是卷扬平衡机;13a-1是卷扬机;14是盒9的吊装架,包括固定吊装架14a和活动吊装架14b;14a是固定吊装架,吊住盒9的固定吊杆14a-1是固定的;14a-1是固定吊杆;14b是活动吊装架,吊住盒9的活动吊杆14b-1是转动的;14b-1是活动吊杆。1 in the figure is a prefabricated building, which includes two types of structures: box building 1a and panel building 1b; 1a is a box building, including roof 1-1, exterior wall 1-2, foundation 1-3, and box 9; 1-1 is Roof; 1-2 is the external wall, including the vertical wall 1-2Y arranged in the 1-2X and Y directions; 1-2X is the horizontal wall arranged in the X direction; 1-2Y is the vertical wall arranged in the Y direction; 1- 3 is the foundation; 1-3X is the horizontal foundation on both sides of the Y direction; 1b is a slab building composed of the floor slab 1b-1, the vertical wall 1b-2 and the outer horizontal wall 1b-3; 1b-1 is the floor slab; 1b-2 It is a vertical wall; 1b-3 is an external horizontal wall; Room A is a room formed by the internal cavity of box 9; Room B is a room without box 9 at its location; 1b is a special-shaped building composed of several fabricated buildings 1a; 2 is the construction device of the prefabricated building 1, including the guide device 3, the track device 4 and the walking lifting device 5; 3 is the guide device, located outside the prefabricated building 1, and includes two structures of a column device 31 and a climbing device 32; 31 It is a column device, including a column 31-1 and a connector 31-2, including two types of permanent columns 31a and 31b. 31a is a permanent column and is a component of prefabricated building 1. 31b is a temporary column. The prefabricated building 1 needs to be dismantled after construction is completed; 31-1 is a pillar; 31-2 is a connecting piece; 32 is a climbing device; 32-1 is a movable column; 32-2 is a connecting device; 4 is a track device, including a track Frame 4-1 and guide interface device 4-2; 4a is a large rail device composed of a large frame 4a-1; 4b is a small rail device composed of a rail frame 4b-1; 4-1 is a rail frame, including two horizontal The distance of the track 4-1-1 in the Y direction is larger than the large frame 4a-1 of the prefabricated building 1 and the smaller frame 4b-1 of the prefabricated building 1; 4a-1 is the two lateral track 4-1-1 The distance in the Y direction is larger than the large frame of the prefabricated building 1; 4b-1 is the distance between the two lateral tracks 4-1-1 in the Y direction is smaller than the small frame of the prefabricated building 1; 4-1-1 is the prefabricated building 1 X-direction transverse track, 4-2 is the guide interface device; 5 is a walking lifting device, including a horizontal walking device 5x and a vertical walking device 5y; 5x is a horizontal walking device running in the X direction, including running in the X direction Main frame 5x-1 and lateral walking wheel 5x-2; 5x-1 is the main frame; 5x-1a is a long frame extending from the lateral rail 4-1-1; 5x-1b is not extending from the lateral rail 4- 1-1 5a is a long walking lifting device composed of a long frame 5x-1a; 5b is a short walking lifting device composed of a short frame 5x-1b; 5x-1-1 is a longitudinal walking wheel 5y-2 along Longitudinal orbits running in the Y direction; 5x-1-1a is a long orbit that extends the lateral orbit 4-1-1 in the Y direction; 5x-1-1b is a short track that does not extend the lateral orbit 4-1-1 in the Y direction Orbits; 5x-2 is a transverse walking wheel running on the transverse track 4-1-1, mounted on the mainframe 5x-1; 5x-2y is a longitudinal moving device, so that the transverse walking wheel 5x-2 is between the Y direction The distance is equal to the distance of the lateral track 4-1-1 in the Y direction; 5y is a longitudinal traveling device that runs in the Y direction, including an auxiliary frame 5y-1 that runs in the Y direction, a longitudinal walking wheel 5y-2, and a crane 5y- 3; 5y-1 is the auxiliary rack running in the Y direction; 5y-1-1 is the moving transverse track arranged in the X direction on the auxiliary rack 5y-1; 5y-2 is installed in the auxiliary rack 5y-1 The vertical traveling wheels running on the vertical track 5x-1-1; 5y-3 is a crane installed on the auxiliary frame 5y-1; 5y-3-1 is a small horizontal traveling wheel running in the X direction; 51 It is a bottom walking lifting device, which runs above the horizontal rail 4-1-1, including the long bottom Walking hoisting device 51a and short-bottom walking hoisting device 51b; 51a is a long-bottom walking hoisting device that extends lateral rail 4-1-1; 51b is a short-bottom walking hoisting device that does not extend lateral rail 4-1-1 52 is a suspension walking lifting device, which runs under the transverse track 4-1-1, including a long suspension walking lifting device 52a and a short suspension walking lifting device 52b; 52a is a long suspension extending from the guide device 3 Walking lifting device; 52b is a short suspension walking lifting device that does not extend the guide device 3; 6 is a walking support device, including a walking support bracket 6-1, a walking lifting device 6-2 and a walking support column 6-3; 6 -1 is a walking support bracket installed on the main frame 5x-1; 6-2 is a walking lifting device for adjusting the height of the bottom of the walking support column 6-3; 6-3 is a walking support column; 7 is a frame support device, including a frame Support bracket 7-1, frame lifting device 7-2, and frame supporting column 7-3; 7-1 is a frame support bracket installed on the rail frame 4-1; 7-2 is a frame lifting device; 7-3 is a frame Support column; 8 is the column support device, 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 box, including a top plate 9-1, a box side wall 9-2, a bottom plate 9-3, and a box end Wall 9-4 and beam-column frame 10; 9-1 is the top plate; 9-2 is the side wall of the box; 9-3 is the bottom plate; 9-4 is the end wall of the box; 9a is the prefabricated modules and shipped to the site for reassembly The completed box module; 10 is a beam-column frame located directly above the horizontal foundation 1-3X, including the top beam 10-1, the bottom beam 10-2, and the column 10-3; 10-1 is the top beam, which is also the top 9- 1 The components at both ends, including the box top beam 10-1-1 and the box top beam 10-1-2; 10-1-1 is the box top beam and also the cross wall 1-2X of the adjacent upper room B 10-1-2 is the top beam inside the box, which is also the upper part of the box end wall 9-4; 10-2 is the bottom beam, which is also a component of both ends of the box bottom 9-3, including the outer bottom beam 10-2 -1 and the bottom beam of the box 10-2-2; 10-2-1 is the bottom beam of the box, which is also the upper part of the horizontal wall 1-2X of the adjacent lower room B; 10-2-2 is the bottom beam of the box, It is also the bottom of the box end wall 9-4; 10-3 is the column, and is also a component of the two ends of the box side wall 9-2, including the outer column 10-3-1 and the inner column 10-3-2; 10-3 -1 is the outer column of the box, and also the horizontal of the horizontally adjacent room B The side of the wall 1-2X; 10-3-2 is the inner column of the box, and is also the side of the box end wall 9-4; 10-4 is the balcony member outside the beam-column frame 10; 11 is the guide interface device 4 The frame locking device on the -2, when the track frame 4-1 and the guide device 3 are fixed together into one; 12 is a counterweight device; 13 is a balancing device; 13a is a hoisting balance machine; 13a-1 is a hoisting machine; 14 It is a hoisting frame of the box 9, including a fixed hoisting frame 14a and a movable hoisting frame 14b; 14a is a fixed hoisting frame, and the fixed hoisting rod 14a-1 for holding the box 9 is fixed; 14a-1 is a fixed hoisting rod; 14b is a movable The hoisting frame, the movable boom 14b-1 that holds the box 9 is rotating; 14b-1 is a movable boom.
具体实施方式Detailed ways
装配式建筑1的施工装置2包括导向装置3、轨道装置4和行走起重装置5,导向装置3位于装配式建筑1外,导向装置3包括立柱装置31和/或爬升装置32两种结构,立柱装置31包括立柱31-1和连接件31-2,通过连接件31-2将立柱31-1与装配式建筑1连接成一体,立柱装置31包括永久立柱31a和临时立柱31b两种结构,永久立柱31a是装配式建筑1的组成部分,临时立柱31b是待装配式建筑1施工完成后需拆除的临时支撑;爬升装置32包括活动立柱32-1和连接装置32-2,通过连接装置32-2将活动立柱32-1与装配式建筑1连接在一起;轨道装置4包括轨道框架4-1和导向接口装置4-2,设X方向为装配式建筑1的长度方向,Y方向为垂直于长度X的方向,当装配式建筑1为弧形时,则X是弧形装配式建筑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,轨道框架4-1包括沿装配式建筑1X方向的横向轨道4-1-1,导向接口装置4-2位于导向装置3处,通过导向接口装置4-2 使轨道框架4-1在导向装置3限制的范围内升降,即导向装置3是轨道框架4-1的在X和Y两方向的限位装置,轨道框架4-1包括两横向轨道4-1-1在Y方向的距离大于装配式建筑1的大框架4a-1和小于装配式建筑1的小框架4b-1,对应的轨道装置4分别为大轨道装置4a和小轨道装置4b;行走起重装置5包括横行走装置5x和纵行走装置5y,横行走装置5x包括沿X方向运行的主机架5x-1和横向行走轮5x-2,横向行走轮5x-2安装在主机架5x-1上,横向行走轮5x-2在横向轨道4-1-1上运行,当横向轨道4-1-1在Y方向的距离不是恒值时,横向行走轮5x-2包括纵向移动装置5x-2y,即通过纵向移动装置5x-2y在主机架5x-1上沿Y方向的移动,使横向行走轮5x-2在Y方向之间的距离等于横向轨道4-1-1在Y方向的距离,行走起重装置5通过横行走装置5x沿X方向运行;纵行走装置5y包括沿Y方向运行的辅机架5y-1、纵向行走轮5y-2和起重机5y-3,纵向行走轮5y-2安装在辅机架5y-1上,起重机5y-3安装在辅机架5y-1上,主机架5x-1包括纵向行走轮5y-2沿Y方向运行的纵向轨道5x-1-1,起重机5y-3通过纵向行走轮5y-2沿Y方向运行,即行走起重装置5通过横行走装置5x和纵行走装置5y实现起重机5y-3携带装配式建筑1的部件沿X和Y两方向的运行;纵向轨道5x-1-1包括在Y方向伸出横向轨道4-1-1的长轨道5x-1-1a和在Y方向不伸出横向轨道4-1-1的短轨道5x-1-1b,对应于长轨道5x-1-1a的行走起重装置5和主机架5x-1为伸出横向轨道4-1-1的长行走起重装置5a和长机架5x-1a,对应于短轨道5x-1-1b的行走起重装置5和主机架5x-1为不伸出横向轨道4-1-1的短行走起重装置5b和短机架5x-1b,长行走起重装置5a将装配式建筑1的模块或部件通过起重机5y-3从装配式建筑1外侧沿Y方向和/或X方向吊入轨道框架4-1内进行安装,或对轨道框架4-1外的装配式建筑1进行安装,短行走起重装置5b将装配式建筑1的模块或部件通过起重机5y-3从装配式建筑1外侧沿X方向吊入轨道框架4-1内进行安装;行走起重装置5包括底部行走起重装置51和悬挂行走起重装置52两种结构,底部行走起重装置51是在横向轨道4-1-1上方运行的,包括伸出横向轨道4-1-1的长底部行走起重装置51a和不伸出横向轨道4-1-1的短底部行走起重装置51b;悬挂行走起重装置52是悬挂在横向轨道4-1-1下方运行,包括伸出导向装置3的长悬挂行走起重装置52a和不伸出导向装置3的短悬挂行走起重装置52b;施工装置2还包括行走支撑装置6、框架支撑装置7和立柱支撑装置8中的一种或两种或三种,行走支撑装置6包括行走支撑支架6-1、行走升降装置6-2和行走支撑柱6-3,行走支撑支架6-1安装在主机架5x-1上,行走升降装置6-2调节行走支撑柱6-3底部的高度,吊装装配式建筑1的部件或顶升轨道框架4-1时,行走支撑柱6-3的底部支撑在装配式建筑1已建部分的顶部;框架支撑装置7包括框架支撑支架7-1、框架升降装置7-2和框架支撑柱7-3,框架支撑支架7-1安装在轨道框架4-1上,框架升 降装置7-2调节框架支撑柱7-3底部的高度,当框架支撑柱7-3的底部支撑在装配式建筑1已建部分的顶部时,框架支撑装置7支撑轨道框架4-1;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4-1上,支撑块锁定装置8-3固定在立柱支撑块8-1上,当导向装置3为立柱装置31时,支撑块锁定装置8-3与立柱31-1解锁,通过立柱升降装置8-2调节立柱支撑块8-1的高度;当导向装置3为爬升装置32时,立柱支撑块8-1就是活动立柱32-1,支撑块锁定装置8-3就是连接装置32-2,支撑块锁定装置8-3与装配式建筑1锁定时,即连接装置32-2将活动立柱32-1与装配式建筑1连接在一起时,通过立柱升降装置8-2调节轨道框架4-1的高度,当支撑块锁定装置8-3与装配式建筑1解锁时,即使活动立柱32-1与装配式建筑1脱开时,通过立柱升降装置8-2调节活动立柱32-1的高度。The construction device 2 of the prefabricated building 1 includes a guide device 3, a track device 4, and a walking lifting device 5. The guide device 3 is located outside the prefabricated building 1. The guide device 3 includes two types of structures: a column device 31 and / or a climbing device 32. The column device 31 includes a column 31-1 and a connecting member 31-2. The column 31-1 is connected to the prefabricated building 1 through the connecting member 31-2. The column device 31 includes two types of structures: a permanent column 31a and a temporary column 31b. The permanent column 31a is a component of the prefabricated building 1. The temporary column 31b is a temporary support to be removed after the construction of the prefabricated building 1. The climbing device 32 includes a movable column 32-1 and a connecting device 32-2. -2 connects the movable post 32-1 with the prefabricated building 1; the track device 4 includes the track frame 4-1 and the guide interface device 4-2, and the X direction is the length direction of the prefabricated building 1 and the Y direction is vertical In the direction of length X, when the prefabricated building 1 is arc-shaped, then X is the contour arc or central arc of the arc-shaped prefabricated building 1, the Y direction is the direction where the position is perpendicular to the arc X, and the track frame 4 -1 includes the horizontal direction along the 1X direction of the prefabricated building To the track 4-1-1, the guide interface device 4-2 is located at the guide device 3, and through the guide interface device 4-2, the rail frame 4-1 is raised and lowered within the range restricted by the guide device 3, that is, the guide device 3 is a track frame 4-1 limit device in X and Y directions, the track frame 4-1 includes two lateral tracks 4-1-1, the distance in the Y direction is larger than the large frame 4a-1 of the prefabricated building 1 and less than the prefabricated building 1 small frame 4b-1, the corresponding track device 4 is a large track device 4a and a small track device 4b; the walking lifting device 5 includes a horizontal walking device 5x and a vertical walking device 5y, and the horizontal walking device 5x includes running in the X direction. The main frame 5x-1 and the horizontal walking wheel 5x-2, the horizontal walking wheel 5x-2 is installed on the main frame 5x-1, the horizontal walking wheel 5x-2 runs on the horizontal rail 4-1-1, and when the horizontal rail 4 -1-1 When the distance in the Y direction is not a constant value, the horizontal walking wheel 5x-2 includes a longitudinal moving device 5x-2y, that is, the longitudinal moving device 5x-2y moves in the Y direction on the mainframe 5x-1, so that The distance between the transverse walking wheels 5x-2 in the Y direction is equal to the distance of the transverse tracks 4-1-1 in the Y direction. The walking lifting device 5 passes the transverse walking device 5x along the X direction. The vertical traveling device 5y includes an auxiliary frame 5y-1, a longitudinal traveling wheel 5y-2, and a crane 5y-3. The longitudinal traveling wheel 5y-2 is installed on the auxiliary frame 5y-1 and the crane 5y. -3 is installed on the auxiliary frame 5y-1. The main frame 5x-1 includes the longitudinal traveling wheel 5y-2 running along the Y direction in the Y direction. The crane 5y-3 passes the longitudinal traveling wheel 5y-2 along the Y direction. Running in the direction, that is, the walking lifting device 5 realizes the operation of the crane 5y-3 to carry the components of the assembled building 1 in the directions of X and Y through the horizontal walking device 5x and the vertical walking device 5y; the longitudinal rail 5x-1-1 is included in Y Long track 5x-1-1a extending lateral track 4-1-1 in the direction and short track 5x-1-1b not extending transverse track 4-1-1 in the Y direction, corresponding to the long track 5x-1-1a The walking lifting device 5 and the main frame 5x-1 are the long walking lifting device 5a and the long frame 5x-1a protruding from the transverse rail 4-1-1, corresponding to the walking lifting of the short rail 5x-1-1b The device 5 and the main frame 5x-1 are a short walking lifting device 5b and a short frame 5x-1b that do not extend the lateral rail 4-1-1. The long walking lifting device 5a passes the modules or components of the prefabricated building 1 Crane 5y-3 from outside of prefabricated building 1 along Y direction / Or X direction into the track frame 4-1 for installation, or the assembled building 1 outside the track frame 4-1 for installation, the short walking lifting device 5b will pass the modules or components of the assembled building 1 through the crane 5y- 3 Hang from the outside of the prefabricated building 1 into the track frame 4-1 in the X direction for installation; the walking lifting device 5 includes two types of bottom walking lifting device 51 and suspended walking lifting device 52, and the bottom walking lifting device 51 It runs above the transverse rail 4-1-1, and includes a long bottom traveling lifting device 51a extending the transverse rail 4-1-1 and a short bottom traveling lifting device 51b not extending the transverse rail 4-1-1. ; The suspension walking lifting device 52 is suspended below the transverse rail 4-1-1 and includes a long suspension walking lifting device 52a extending out of the guide device 3 and a short suspension walking lifting device 52b not extending the guide device 3; The construction device 2 further includes one or two or three of a walking support device 6, a frame support device 7, and a column support device 8. The walking support device 6 includes a walking support bracket 6-1, a walking lifting device 6-2, and a walking device. Support column 6-3, walking support bracket 6-1 is installed on the main frame 5x-1 The walking lifting device 6-2 adjusts the height of the bottom of the walking support column 6-3. When lifting a component of the prefabricated building 1 or lifting the track frame 4-1, the bottom of the walking support column 6-3 is supported on the prefabricated building 1. Part of the top; the frame support device 7 includes a frame support bracket 7-1, a frame lifting device 7-2, and a frame support column 7-3, the frame support bracket 7-1 is mounted on the track frame 4-1, and the frame lifting device 7- 2 Adjust the height of the bottom of the frame support column 7-3. When the bottom of the frame support column 7-3 is supported on top of the built part of the prefabricated building 1, the frame support device 7 supports the track frame 4-1; the column support device 8 includes Column support block 8-1, column lifting device 8-2 and 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 4-1. The support block locking device 8-3 is fixed on the column support block 8-1. When the guide device 3 is a column device 31, the support block locking device 8-3 is unlocked from the column 31-1 and adjusted by the column lifting device 8-2. The height of the column support block 8-1; when the guide device 3 is a climbing device 32, the column support block 8-1 is It is the movable column 32-1, and the support block locking device 8-3 is the connection device 32-2. When the support block locking device 8-3 is locked with the prefabricated building 1, the connection device 32-2 connects the movable column 32-1 with the assembly When the building 1 is connected together, the height of the track frame 4-1 is adjusted by the column lifting device 8-2. When the support block locking device 8-3 is unlocked from the prefabricated building 1, even the movable post 32-1 and the prefabricated building 1 When disengaged, adjust the height of the movable column 32-1 by the column lifting device 8-2.
所述的装配式建筑1包括盒子建筑1a,盒子建筑1a包括顶板1-1、外墙1-2、基础1-3和盒9,外墙1-2包括X方向布置的横墙1-2X和Y方向布置的纵墙1-2Y,盒9在盒子建筑1a中的布置包括在X方向和高度方向是间隔错开的排列布置,盒9包括顶板9-1、盒侧墙9-2、底板9-3、盒端墙9-4和梁柱框10,盒9的内部空腔形成了房间A,即房间A是所在位置有盒9的房间,设房间B是所在位置没有盒9的房间,则间隔错开排列的角部相连的四个盒9围成的空间形成了房间B1;当基础1-3为墙基时包括Y方向两侧的沿X方向布置的横基础1-3X,梁柱框10位于横基础1-3X的正上方,梁柱框10包括顶梁10-1、底梁10-2和柱10-3,梁柱框10的外侧包括相邻房间B的横墙1-2X,梁柱框10的内侧包括盒端墙9-4,顶梁10-1是盒顶9-1两端的组成部分,包括盒外顶梁10-1-1和/或盒内顶梁10-1-2,盒外顶梁10-1-1是相邻上层房间B的横墙1-2X的底部,盒内顶梁10-1-2是盒端墙9-4的上部,底梁10-2是盒底9-3两端的组成部分,包括盒外底梁10-2-1和/或盒内底梁10-2-2,盒外底梁10-2-1是相邻下层房间B的横墙1-2X的上部,盒内底梁10-2-2是盒端墙9-4的底部,柱10-3是盒侧墙9-2两端的组成部分,包括盒外柱10-3-1和/或盒内柱10-3-2,盒外柱10-3-1是水平相邻房间B的横墙1-2X的侧部,盒内柱10-3-2是盒端墙9-4的侧部,当施工完成后,水平相邻的顶梁10-1和底梁10-2连接成一体后形成了建筑1aX方向的梁,上下相邻的柱10-3连接成一体后形成了建筑1a的柱;设第m层第n排的房间mn为有盒9的房间mnA,则位于房间mnA位置的盒9的上下左右无盒9,此模块1-1a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9的角部相连;设第m层第n排的房间mn为所在位置无盒9的房间mnB,即房间mnB的顶面是位于房间m+1n的盒9底板9-3的下平面,房间mnB的地面是位于房间m-1n的盒9顶板9-1的上平面,房间mnB的侧墙面分别是位于房间mn-1和 房间mn+1的盒9中盒侧墙9-2的外壁,即盒侧墙9-2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9底板9-3的上平面,与分别位于房间m-1n-1和房间m-1n+1的盒9顶板9-1的上平面平;房间mn为房间mnB时,位于房间m-1n的盒9顶板9-1的上平面,与分别位于房间mn-1和房间mn+1的盒9底板9-3的上平面平;即对角线方向相邻的盒9安装相连成一体时,盒9的顶板9-1的上平面与上一层角部相连的两盒9底板9-3的上平面平,盒9的底板9-3的上平面与下一层角部相连的两盒9顶板9-1的上平面平,盒9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;盒子建筑1a中盒9的施工,包括A施工法和B施工法:The prefabricated building 1 includes a box building 1a. The box building 1a includes a top plate 1-1, an outer wall 1-2, a foundation 1-3, and a box 9. The outer wall 1-2 includes a transverse wall 1-2X arranged in the X direction. The vertical wall 1-2Y arranged in the Y direction. The arrangement of the box 9 in the box building 1a includes an arrangement in which the X direction and the height direction are staggered. The box 9 includes a top plate 9-1, a box side wall 9-2, and a bottom plate. 9-3. Box end wall 9-4 and beam and column frame 10. The internal cavity of box 9 forms room A, that is, room A is the room where box 9 is located, and room B is the room where box 9 is not located. , The space surrounded by the four boxes 9 connected at staggered corners forms the room B1; when the foundation 1-3 is a wall foundation, it includes the transverse foundation 1-3X arranged in the X direction on both sides of the Y direction, and the beam The column frame 10 is located directly above the horizontal foundation 1-3X. The beam and column frame 10 includes a top beam 10-1, a bottom beam 10-2, and a column 10-3. The outer side of the beam and column frame 10 includes a transverse wall 1 of an adjacent room B. -2X, the inside of the beam-column frame 10 includes the box end wall 9-4, and the top beam 10-1 is a component of both ends of the box top 9-1, including the box top beam 10-1-1 and / or the box top beam 10-1-2, the top beam outside the box 10-1-1 is the cross wall 1-2X of the adjacent upper room B At the bottom, the top beam 10-1-2 inside the box is the upper part of the end wall 9-4 of the box, and the bottom beam 10-2 is a component of both ends of the bottom 9-3 of the box, including the outer bottom beam 10-2-1 and / or Box bottom beam 10-2-2, box bottom beam 10-2-1 is the upper part of the cross wall 1-2X of the adjacent lower room B, and box bottom beam 10-2-2 is the box end wall 9-4 At the bottom, the column 10-3 is a component of both ends of the box side wall 9-2, including the box outer column 10-3-1 and / or the box inner column 10-3-2, and the box outer column 10-3-1 is horizontal The side of the horizontal wall 1-2X of the adjacent room B, the inner column 10-3-2 of the box is the side of the box end wall 9-4. When the construction is completed, the horizontally adjacent top beam 10-1 and bottom beam 10-2 is connected to form a beam in the 1aX direction of the building, and adjacent columns 10-3 are connected to form a post of the building 1a after being integrated into one; let the room mn in the nth row of the mth floor be the room with the box 9 mnA, there is no box 9 above and below the box 9 located at the position of the room mnA. The four corners of this module 1-1a and the room m + 1n-1, room m + 1n + 1, room m-1n-1, and room m are respectively The corners of the box 9 of -1n + 1 are connected; let the room mn of the nth row of the m-th floor be the room mnB without the box 9 at the position, that is, the top surface of the room mnB is the bottom plate 9 of the box 9 located at the room m + 1n. Lower plane of 3, The floor of room mnB is the upper plane of the top plate 9-1 of box 9 located in room m-1n. The side walls of room mnB are the box side walls 9-2 of box 9 located in room mn-1 and room mn + 1. The outer wall, that is, the inner and outer walls of the box side wall 9-2 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 the bottom plate of the box 9 located in the room mnA The upper plane of 9-3 is flat with the upper plane of the top plate 9-1 of the box 9 located in the rooms m-1n-1 and m-1n + 1 respectively; when the room mn is the room mnB, the box 9 located in the room m-1n The upper plane of the top plate 9-1 is flat with the upper plane of the bottom plate 9-3 of the boxes 9 located in the rooms mn-1 and mn + 1, respectively. The upper plane of the top plate 9-1 is connected to the upper plane of the bottom plate 9-3 of the two boxes 9 connected to the corners of the previous layer, and the upper plane of the bottom plate 9-3 of the box 9 is connected to the top plates of the two boxes 9 to the corners of the next layer. The upper plane of 9-1 is flat. The outer four corners of box 9 include three types of structures: bevels, gaps arranged at intervals, and both bevels and notches. The construction of box 9 in box building 1a includes A construction method and B construction method:
A施工法:盒9在工厂完成制作后,整体运往现场吊装的;A construction method: after the box 9 is completed in the factory, it is shipped to the site for hoisting;
B施工法:盒9是盒模块9a,在工厂将盒模块9a中的各模块预制好,运至现场再装配成盒模块9a,其装配包括B1法和B2法:Construction method B: The box 9 is a box module 9a. Each module in the box module 9a is prefabricated at the factory and shipped to the site to be assembled into the box module 9a. The assembly includes the B1 method and the B2 method:
B1法:装配成盒模块9a后,再整体吊装;Method B1: After assembling into a box module 9a, hoist it as a whole;
B2法:将预制好的盒模块9a中的各模块,分开吊装直接装配。Method B2: each module in the pre-made box module 9a is separately hoisted and directly assembled.
所述的横向轨道4-1-1上运行有一台或多台行走起重装置5,行走起重装置5中的纵向轨道5x-1-1上运行有一套或多套纵行走装置5y,纵行走装置5y中的辅机架5y-1包括沿X方向布置的移动横向轨道5y-1-1,起重机5y-3包括在移动横向轨道5y-1-1上沿X方向运行的小横向行走轮5y-3-1,通过纵向行走轮5y-2在纵向轨道5x-1-1上沿y方向运行或小横向行走轮5y-3-1在移动横向轨道5y-1-1上沿X方向运行,实现起重机5y-3携带盒9或外墙1-2沿Y或X方向运行,起重机5y-3携带装配式建筑1中的部件通过纵向行走轮5y-2在纵向轨道5x-1-1上沿y方向运行和小横向行走轮5y-3-1在移动横向轨道5y-1-1上沿X方向运行,实现装配式建筑1中部件的转动。One or more walking lifting devices 5 are run on the transverse rail 4-1-1, and one or more sets of vertical walking devices 5y are run on the longitudinal rails 5x-1-1 of the walking lifting device 5. The auxiliary frame 5y-1 in the traveling device 5y includes a moving transverse rail 5y-1-1 arranged in the X direction, and the crane 5y-3 includes a small transverse traveling wheel running in the X direction on the moving transverse rail 5y-1-1. 5y-3-1, run in the y direction on the longitudinal track 5x-1-1 by the longitudinal walking wheel 5y-2 or run in the x direction on the moving transverse track 5y-1-1 on the small transverse walking wheel 5y-3-1 , To realize the crane 5y-3 carrying box 9 or the outer wall 1-2 running in the Y or X direction, the crane 5y-3 carrying the components in the assembled building 1 on the longitudinal rail 5x-1-1 through the longitudinal walking wheel 5y-2 Running in the y direction and the small lateral walking wheels 5y-3-1 run in the X direction on the moving lateral rail 5y-1-1, to realize the rotation of the components in the prefabricated building 1.
所述的施工装置2包括框架锁定装置11,框架锁定装置11安装在导向接口装置4-2上,框架锁定装置11动作时将轨道框架4-1固定与导向装置3固连成一体,当轨道框架4-1要升降时,需打开框架锁定装置11。The construction device 2 includes a frame locking device 11 which is installed on the guide interface device 4-2. When the frame locking device 11 operates, the rail frame 4-1 is fixedly fixed to the guide device 3 into a whole. To lift the frame 4-1, the frame locking device 11 needs to be opened.
所述的施工装置2包括使用底部行走起重装置51的长行走支撑施工装置211、长立柱支撑施工装置212、短立柱支撑施工装置213、短框架支撑施工装置214和长爬行支撑施工装置215,还包括使用悬挂行走起重装置52的悬挂框架支撑施工装置221、悬挂立柱支撑施工装置222和悬挂纵进施工装置223:长行走支撑施工装置211包括永久立柱31a、临时立柱31b、大轨道装置4a和长底部行走起重装置51a,在大框架4a-1靠近立柱3的位置都装有框架锁定装置11,永久立柱31a和临时立柱31b均有框架锁定装置11的接口,长底部行走起重 装置51a装有行走支撑装置6;长立柱支撑施工装置212包括永久立柱31a、临时立柱31b、大轨道装置4a和长底部行走起重装置51a,在大框架4a-1靠近永久立柱31a的位置都装有框架锁定装置11,靠近临时立柱31b的位置都装有立柱支撑装置8,永久立柱31a有框架锁定装置11的接口,临时立柱31b有立柱锁定装置8-3的接口;短立柱支撑施工装置213包括永久立柱31a、临时立柱31b、大轨道装置4a和短底部行走起重装置51b,在大框架4a-1靠近永久立柱31a的位置都装有框架锁定装置11,靠近临时立柱31b的位置都装有立柱支撑装置8,永久立柱31a设有框架锁定装置11的接口,临时立柱31b设有立柱锁定装置8-3的接口;短框架支撑施工装置214包括永久立柱31a、临时立柱31b、大轨道装置4a和短底部行走起重装置51b,在大框架4a-1靠近立柱3的位置都装有框架锁定装置11,永久立柱31a和临时立柱31b有框架锁定装置11的接口,轨道框架4-1装有框架支撑装置7;长爬行支撑施工装置215包括临时立柱31b、大轨道装置4a和短底部行走起重装置51b,在大框架4a-1靠近临时立柱31b的位置都装有框架锁定装置11,轨道框架4-1装有框架支撑装置7,框架支撑装置7底部有爬行装置32;悬挂框架支撑施工装置221包括永久立柱31a、小轨道装置4b和短悬挂行走起重装置52b,在小框架4b-1靠近永久立柱31a的位置都装有框架锁定装置11,永久立柱31a装有框架锁定装置11,小框架4b-1装有框架支撑装置7;悬挂立柱支撑施工装置222包括永久立柱31a、临时立柱31b、小轨道装置4b和短悬挂行走起重装置52b,在小框架4b-1靠近永久立柱31a的位置都装有框架锁定装置11,靠近临时立柱31b的位置都装有立柱支撑装置8,永久立柱31a设有框架锁定装置11的接口,临时立柱31b设有立柱锁定装置8-3的接口;悬挂纵进施工装置223包括永久立柱31a、小轨道装置4b和长悬挂行走起重装置52a,在小框架4b-1靠近永久立柱31a的位置都装有框架锁定装置11,永久立柱31a设有框架锁定装置11的接口,小框架4b-1装有框架支撑装置7。The construction device 2 includes a long walking support construction device 211 using a bottom walking lifting device 51, a long column support construction device 212, a short column support construction device 213, a short frame support construction device 214, and a long crawling support construction device 215. It also includes a suspension frame support construction device 221, a suspension column support construction device 222, and a suspension longitudinal advance construction device 223 using a suspension walking lifting device 52. The long walking support construction device 211 includes a permanent column 31a, a temporary column 31b, and a large rail device 4a. The long bottom walking lifting device 51a is equipped with a frame locking device 11 at the position of the large frame 4a-1 near the column 3, and the permanent column 31a and the temporary column 31b have an interface of the frame locking device 11. The long bottom walking lifting device 51a is equipped with a walking support device 6; the long column support construction device 212 includes a permanent column 31a, a temporary column 31b, a large rail device 4a, and a long bottom walking lifting device 51a. The large frame 4a-1 is installed near the permanent column 31a. There is a frame locking device 11, a column supporting device 8 is installed near the temporary column 31b, and a permanent column 31a has a frame locking device 1 1 interface, temporary column 31b has the interface of column lock device 8-3; short column support construction device 213 includes permanent column 31a, temporary column 31b, large track device 4a and short bottom walking lifting device 51b, in large frame 4a- 1A frame locking device 11 is installed near the permanent column 31a, a column support device 8 is installed near the temporary column 31b, an interface of the frame locking device 11 is provided for the permanent column 31a, and a column lock device 8 is provided for the temporary column 31b -3 interface; short frame supporting construction device 214 includes permanent column 31a, temporary column 31b, large track device 4a and short bottom walking lifting device 51b. Frame locking device is installed at the position of large frame 4a-1 near column 3 11. The permanent column 31a and the temporary column 31b have the interface of the frame locking device 11. The track frame 4-1 is equipped with a frame support device 7. The long crawling support construction device 215 includes a temporary column 31b, a large track device 4a and a short bottom walking crane. The device 51b is equipped with a frame locking device 11 at the position of the large frame 4a-1 near the temporary column 31b, the track frame 4-1 is equipped with a frame support device 7, and the bottom of the frame support device 7 is climbed Traveling device 32; Suspension frame support construction device 221 includes permanent column 31a, small track device 4b and short suspension walking lifting device 52b. Frame locking device 11 is installed near the small column 4b-1 near the permanent column 31a, and the permanent column 31a is equipped with frame locking device 11 and small frame 4b-1 is equipped with frame support device 7; suspension column support construction device 222 includes permanent column 31a, temporary column 31b, small track device 4b and short suspension walking lifting device 52b. The frame 4b-1 is provided with a frame locking device 11 near the permanent column 31a, the column support device 8 is installed near the temporary column 31b, the permanent column 31a is provided with an interface of the frame locking device 11, and the temporary column 31b is provided with a column The interface of the locking device 8-3; the suspension longitudinal construction device 223 includes a permanent column 31a, a small rail device 4b and a long suspension walking lifting device 52a. A frame locking device is installed at the position of the small frame 4b-1 near the permanent column 31a. 11. The permanent column 31a is provided with an interface for the frame locking device 11, and the small frame 4b-1 is provided with a frame supporting device 7.
所述的爬升装置32就是框架支撑装置7中的框架支撑柱7-3;板式建筑1b包括楼板1b-1、纵墙1b-2和外横墙1b-3,板式建筑1b用施工装置2包括爬升装置32、大轨道装置4a和长底部行走起重装置5a,其施工法包括步骤:The climbing device 32 is the frame supporting column 7-3 in the frame supporting device 7. The slab building 1b includes a floor slab 1b-1, a vertical wall 1b-2, and an outer transverse wall 1b-3. The construction device 2 for the slab building 1b includes The construction method of the climbing device 32, the large track device 4a and the long bottom walking lifting device 5a includes the steps:
1)完成板式建筑1b的基础施工,平整板式建筑1b两侧的场地;1) Complete the foundation construction of the slab building 1b, level the ground on both sides of the slab building 1b;
2)在板式建筑1b的基础X方向的两端面的外侧安装爬升装置32,即框架支撑柱7-3;2) Climbing devices 32, that is, frame support columns 7-3, are installed on the outside of both end surfaces in the X direction of the foundation of the plate-shaped building 1b;
3)安装大轨道装置4a,在框架4a-1上两端位置各安装两套框架锁定装置11,通过框架锁定装置11将大框架4a-1与爬升装置32锁定连接成一体;3) Install the large track device 4a, and install two sets of frame locking devices 11 at the two ends of the frame 4a-1, and lock and connect the large frame 4a-1 and the climbing device 32 into one body through the frame locking device 11;
4)在横向轨道4-1-1上安装长底部行走起重装置5a;4) Install a long bottom walking lifting device 5a on the lateral track 4-1-1;
5)长底部行走起重装置5a通过横向轨道4-1-1沿着X方向运行至纵墙1b-2、外横墙1b-3和 楼板1b-1设定的安装位置;5) The long bottom walking lifting device 5a runs in the X direction through the transverse track 4-1-1 to the installation positions set by the longitudinal wall 1b-2, the outer transverse wall 1b-3 and the floor 1b-1;
6)纵墙1b-2和外横墙1b-3运至板式建筑1b外侧待吊装位置,起重机5y-3通过纵向轨道5x-1-1沿着Y方向运行至纵墙1b-2和外横墙1b-3上方,下降至设定位置;6) The vertical wall 1b-2 and the outer horizontal wall 1b-3 are transported to the outside of the slab building 1b to be hoisted. The crane 5y-3 runs through the longitudinal rail 5x-1-1 in the Y direction to the vertical wall 1b-2 and the outer horizontal Above the wall 1b-3, descend to the set position;
7)起重机5y-3携带纵墙1b-2和外横墙1b-3上升、平移和下降完成纵墙1b-2和外横墙1b-3的安装;7) The crane 5y-3 carries the ascent, translation and descent of the vertical wall 1b-2 and the external cross wall 1b-3 to complete the installation of the vertical wall 1b-2 and the external cross wall 1b-3;
8)楼板1b-1运至板式建筑1b外侧待吊装位置,起重机5y-3通过纵向轨道5x-1-1沿着Y方向运行至楼板1b-1上方,下降至设定位置;8) The floor slab 1b-1 is transported to the outside of the slab building 1b to be hoisted. The crane 5y-3 runs through the longitudinal rail 5x-1-1 along the Y direction to the floor slab 1b-1 and descends to the set position.
9)起重机5y-3携带楼板1b-1上升、平移和下降完成楼板1b-1的安装;9) The crane 5y-3 carries the floor slab 1b-1 for ascent, translation and descent to complete the installation of the floor slab 1b-1;
10)长底部行走起重装置5a沿X方向运行至下个纵墙1b-2、外横墙1b-3和楼板1b-1的安装位置;10) The long bottom walking lifting device 5a runs in the X direction to the installation position of the next vertical wall 1b-2, the outer horizontal wall 1b-3 and the floor 1b-1;
11)重复步骤6至9的作业,完成下一个房间的纵墙1b-2、外横墙1b-3和楼板1b-1的安装;11) Repeat the operations of steps 6 to 9 to complete the installation of the vertical wall 1b-2, the external transverse wall 1b-3 and the floor slab 1b-1 of the next room;
12)不断重复上述10至11步骤的施工,完成本层的所有纵墙1b-2、外横墙1b-3和楼板1b-1的安装,即完成本层的安装;12) Repeat the above steps 10 to 11 continuously to complete the installation of all vertical walls 1b-2, external transverse walls 1b-3 and floor slabs 1b-1 on this floor, that is, the installation on this floor is completed;
13)框架锁定装置11与爬升装置32解锁脱开,通过框架支撑装置7使大轨道装置4a和长底部行走起重装置5a升高一层后,框架锁定装置11与爬升装置32锁定,开始进入楼板1b-1的安装;13) The frame locking device 11 is unlocked from the climbing device 32. After the large rail device 4a and the long bottom walking lifting device 5a are raised by the frame supporting device 7, the frame locking device 11 is locked with the climbing device 32 and starts to enter. Installation of floor slabs 1b-1;
14)重复上述5至12步骤的施工,完成板式建筑1b的施工,拆除安装装置2。14) Repeat the above steps 5 to 12 to complete the construction of the plate-type building 1b, and remove the installation device 2.
所述的长行走起重装置5a中的主机架5x-1a包括配重装置12和/或平衡装置13,配重装置12安装在主机架5x-1上,平衡装置13使轨道框架4-1钩住盒子建筑1a,起重机5y-3吊装盒9时,平衡由于盒9位于盒子建筑1aY方向的外侧引起的偏心力。The main frame 5x-1a in the long walking lifting device 5a includes a weight device 12 and / or a balance device 13, the weight device 12 is installed on the main frame 5x-1, and the balance device 13 makes the track frame 4-1 When hooking the box building 1a, the crane 5y-3 hoisting the box 9 balances the eccentric force caused by the box 9 located on the outside of the box building 1aY direction.
所述的施工装置2包括盒9的吊装架14,吊装架14包括固定吊装架14a和活动吊装架14b,固定吊装架14a吊住盒9的固定吊杆14a-1是固定的,活动吊装架14b吊住盒9的活动吊杆14b-1是转动的,吊装盒9时,活动吊杆14b-1是铅直向下的,行走起重装置5沿X方向空载运行时活动吊杆14b-1是水平的。The construction device 2 includes a hoisting frame 14 of a box 9, the hoisting frame 14 includes a fixed hoisting frame 14a and a movable hoisting frame 14b, and the fixed hoisting frame 14a is fixed to the fixed boom 14a-1 of the box 9, and the mobile hoisting frame 14b The movable boom 14b-1 of the box 9 is rotated. When the box 9 is hoisted, the movable boom 14b-1 is vertically downward. When the walking lifting device 5 is running in the X direction with no load, the movable boom 14b -1 is horizontal.
所述的盒子建筑1a在X方向的两端包括无盒9的房间B2,房间B2由纵墙1-2Y、横墙1-2X和相邻的盒9围成,盒子建筑1a用施工装置2进行施工,包括A施工法、B施工法、C施工法和D施工法;The box building 1a includes a room B2 without a box 9 at both ends in the X direction. The room B2 is surrounded by a vertical wall 1-2Y, a horizontal wall 1-2X and an adjacent box 9. The box building 1a uses a construction device 2 Construction, including construction methods A, B, C, and D;
A施工法:采用长行走支撑施工装置211的施工法,其包括如下施工步骤:A construction method: a construction method using a long walking support construction device 211, which includes the following construction steps:
1)完成盒子建筑1a的基础施工,平整盒子建筑1a两侧的场地;1) Complete the foundation construction of the box building 1a and level the ground on both sides of the box building 1a;
2)在盒子建筑1a的基础X方向的两端面的外侧四个角部安装四根永久立柱31a,在盒子建 筑1a的基础宽度Y方向的两外侧安装临时立柱31b;2) Install four permanent pillars 31a on the four corners on the outer sides of the two ends of the foundation X direction of the box building 1a, and install temporary pillars 31b on the two outer sides of the foundation building Y in the Y width;
3)安装大轨道装置4a,在大框架4a-1上分别靠近永久立柱31a和临时立柱31b的位置各安装一套框架锁定装置11,通过框架锁定装置11将大框架4a-1与立柱3锁定连接成一体;3) Install the large rail device 4a, and install a frame locking device 11 on the large frame 4a-1 near the permanent column 31a and the temporary column 31b, respectively. The large frame 4a-1 and the column 3 are locked by the frame locking device 11 Connected into one;
4)在横向轨道4-1-1上安装长底部行走起重装置51a,长底部行走起重装置51a装有行走支撑装置6;4) Install a long bottom walking lifting device 51a on the lateral track 4-1-1, and the long bottom walking lifting device 51a is equipped with a walking support device 6;
5)长底部行走起重装置51a通过横向轨道4-1-1沿着X方向运行至设定位置盒9的安装位置,通过行走升降装置6-2调节行走支撑柱6-3底部的高度,使行走支撑柱6-3的底部支撑在装配式建筑1已建部分的顶部;5) The long bottom walking lifting device 51a runs in the X direction through the transverse rail 4-1-1 to the installation position of the set position box 9 and adjusts the height of the bottom of the walking support column 6-3 through the walking lifting device 6-2. The bottom of the walking support column 6-3 is supported on the top of the built part of the prefabricated building 1;
6)盒9运至盒子建筑1a外侧待吊装位置,起重机5y-3通过纵向轨道5x-1-1沿着Y方向运行至盒9上方,下降至设定位置;6) The box 9 is transported to the outside of the box building 1a to be hoisted. The crane 5y-3 runs through the longitudinal rail 5x-1-1 in the Y direction above the box 9 and descends to the set position.
7)起重机5y-3通过固定吊装架14a携带盒9上升、平移和下降完成盒9的安装,即完成第一层第一个房间A的安装;7) The crane 5y-3 completes the installation of the box 9 by lifting, translating and lowering the carrying box 9 by the fixed lifting frame 14a, that is, the installation of the first room A of the first floor is completed;
8)将固定吊装架14a与盒9脱离,通过行走升降装置6-2调节行走支撑柱6-3底部的高度,使行走支撑柱6-3的底部脱离装配式建筑1已建部分的顶部,长底部行走起重装置51a携带固定吊装架14a沿X方向运行至下个盒9的安装位置;8) Detach the fixed lifting frame 14a from the box 9, and adjust the height of the bottom of the walking support column 6-3 through the walking lifting device 6-2, so that the bottom of the walking support column 6-3 is separated from the top of the built part of the assembled building 1, The long bottom walking lifting device 51a carries the fixed lifting frame 14a running in the X direction to the installation position of the next box 9;
9)重复步骤6至7的作业,完成盒9的安装;9) Repeat steps 6 to 7 to complete the installation of box 9;
10)不断重复上述8至9步骤的施工,完成本层的所有盒9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 9 on this floor, that is, to complete the construction of the room on this floor as Room A;
11)将纵墙1-2Y和横墙1-2X运至盒子建筑1a外侧待吊装位置,起重机5y-3沿Y方向运行至纵墙1-2Y和横墙1-2X的上方,下降至设定位置;11) Transport the vertical wall 1-2Y and horizontal wall 1-2X to the outside of the box building 1a to be hoisted. The crane 5y-3 runs in the Y direction to above the vertical wall 1-2Y and horizontal wall 1-2X, and descends to the equipment. Fixed position
12)起重机5y-3分别吊着纵墙1-2Y和横墙1-2X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1-2Y和横墙1-2X的安装;12) The crane 5y-3 lifts the vertical wall 1-2Y and the horizontal wall 1-2X to the set height, runs in the Y direction to the installation position and then descends, completing the installation of the vertical wall 1-2Y and the horizontal wall 1-2X. ;
13)框架锁定装置11与立柱3解锁脱开,行走升降装置6-2通过行走支撑柱6-3作用在装配式建筑1已建部分的顶部,顶升主机架5x-1,主机架5x-1通过横向行走轮5x-2顶升机架4a-1,当大轨道装置4a和长底部行走起重装置51a升高一层后,将立柱框架锁定装置11与立柱3锁定,加长立柱31-1,开始进入上一层盒9的安装;13) The frame locking device 11 is unlocked and disengaged from the column 3, and the walking lifting device 6-2 acts on the top of the built part of the prefabricated building 1 through the walking support column 6-3, lifting the main frame 5x-1, and the main frame 5x- 1 Through the horizontal walking wheels 5x-2 to lift the frame 4a-1, after the large track device 4a and the long bottom walking lifting device 51a are raised one level, the column frame locking device 11 is locked with the column 3, and the column 31- 1. Start the installation of the upper box 9;
14)重复上述6至7步骤的施工,完成盒9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 9, 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1-1的安装,完成盒子建筑1a的全部施 工,拆除长底部行走起重装置51a、行走支撑装置6、框架锁定装置11大轨道装置4a和临时立柱31b;16) Repeat the above-mentioned steps 13 to 15 and the installation of the top ceiling 1-1 to complete the construction of the box building 1a. Remove the long bottom walking lifting device 51a, walking support device 6, frame locking device 11 and large track device. 4a and temporary pillars 31b;
B施工法:采用短立柱支撑施工装置213的施工法,其包括如下施工步骤:B construction method: a construction method using a short column to support the construction device 213, which includes the following construction steps:
1)完成盒子建筑1a的基础施工,平整盒子建筑1a两侧的场地;1) Complete the foundation construction of the box building 1a and level the ground on both sides of the box building 1a;
2)在盒子建筑1a的基础X方向的两端面的外侧四个角部安装四根永久立柱31a,在盒子建筑1a的基础宽度Y方向的两外侧安装四根临时立柱31b;2) Four permanent pillars 31a are installed on the four outer corners of the two ends of the X direction of the foundation of the box building 1a, and four temporary pillars 31b are installed on the two outer sides of the Y direction of the foundation of the box building 1a;
3)安装大轨道装置4a,在大框架4a-1上分别靠近四根永久立柱31a位置各安装一套共四套框架锁定装置11,通过八套框架锁定装置11将大框架4a-1与四根永久立柱31a、四套临时立柱31b锁定连接成一体;将立柱升降装置8-2的一端固定在大框架4a-1上,框架锁定装置11固定在轨道框架4-1上,通过框架锁定装置11将大框架4a-1与四根临时立柱31b锁定连接成一体;3) Install the large track device 4a, and install a total of four sets of frame locking devices 11 on the large frame 4a-1 near the four permanent posts 31a. The eight frames of locking devices 11 are used to connect the large frames 4a-1 and four One permanent column 31a and four sets of temporary columns 31b are locked and connected into one body; one end of the column lifting device 8-2 is fixed on the large frame 4a-1, and the frame locking device 11 is fixed on the track frame 4-1. Through the frame locking device 11 Lock the large frame 4a-1 and the four temporary columns 31b into one;
4)在横向轨道4-1-1上安装短底部行走起重装置51b;4) Install a short bottom walking lifting device 51b on the lateral track 4-1-1;
5)盒9运至永久立柱31a的外侧待吊装位置,短底部行走起重装置51b通过横向轨道4-1-1沿着X方向运行至盒9的上方;5) The box 9 is transported to the outside of the permanent column 31a to be hoisted, and the short bottom walking lifting device 51b runs in the X direction to the upper side of the box 9 through the lateral track 4-1-1;
6)起重机5y-3通过纵向轨道5x-1-1沿着Y方向运行至盒9上方,下降至设定位置;6) The crane 5y-3 runs through the longitudinal rail 5x-1-1 to the top of the box 9 in the Y direction and descends to the set position;
7)起重机5y-3通过固定吊装架14a携带盒9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9的安装,即完成第一层第一个房间A的安装;7) The crane 5y-3 raises the box 9 to a set height by moving the fixed lifting frame 14a, moves to the installation position in the X direction, and completes the installation of the box 9 to complete the installation of the first room A on the first floor;
8)将固定吊装架14a与盒9脱离,短底部行走起重装置51b携带固定吊装架14a沿X方向运行至下个盒9的待吊装位置;8) Detach the fixed hoisting frame 14a from the box 9, and the short bottom walking lifting device 51b carries the fixed hoisting frame 14a running in the X direction to the next box 9 to be hoisted;
9)重复步骤6至7的作业,完成盒9的安装;9) Repeat steps 6 to 7 to complete the installation of box 9;
10)不断重复上述8至9步骤的施工,完成本层的所有盒9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 9 on this floor, that is, to complete the construction of the room on this floor as Room A;
11)将纵墙1-2Y和横墙1-2X运至永久立柱31a外侧待吊装位置,起重机5y-3沿X方向运行至纵墙1-2Y和横墙1-2X的上方,下降至设定位置;11) Transport the vertical wall 1-2Y and the horizontal wall 1-2X to the position to be hoisted outside the permanent column 31a. The crane 5y-3 runs in the X direction to above the vertical wall 1-2Y and the horizontal wall 1-2X, and descends to the setting point. Fixed position
12)起重机5y-3分别吊着纵墙1-2Y和横墙1-2X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1-2Y和横墙1-2X的安装;12) The crane 5y-3 lifts the vertical wall 1-2Y and the horizontal wall 1-2X to the set height, runs in the X direction to the installation position and then descends, completing the installation of the vertical wall 1-2Y and the horizontal wall 1-2X. ;
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31b锁定固连成一体,将框架锁定装置11与临时立柱31b解锁脱开,将框架锁定装置11与永久立柱31a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31b,将大轨道装置4a和短底部行走起重装置51b升高一层后,将框架锁定装置11与临 时立柱31b锁定,将框架锁定装置11与永久立柱31a锁定,即大框架4a-1与立柱3固连成一体,安装连接件3-2,将立柱31-1与盒子建筑1a连接成一体,加长立柱31-1,开始进入上一层盒9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 fixes the column support block 8-1 and the temporary column 31b into one, and the frame locking device 11 and The temporary post 31b is unlocked and disengaged, the frame locking device 11 and the permanent post 31a are unlocked and disengaged, and the post lifting device 8-2 acts on the temporary post 31b through the post support block 8-1, lifting the large rail device 4a and the short bottom After the device 51b is raised one level, the frame locking device 11 is locked with the temporary column 31b, and the frame locking device 11 is locked with the permanent column 31a. That is, the large frame 4a-1 is fixedly integrated with the column 3, and the connecting member 3-2 is installed. , Connect the post 31-1 and the box building 1a into one, lengthen the post 31-1, and start the installation of the box 9 on the upper level;
14)重复上述6至7步骤的施工,完成盒9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 9, 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1-1的安装,完成盒子建筑1a的全部施工,拆除短底部行走起重装置51b、框架锁定装置11、立柱支撑装置8、大轨道装置4a和临时立柱31b;16) Repeat the above steps 13 to 15 and the installation of the top roof 1-1, and complete the construction of the box building 1a. Remove the short bottom walking lifting device 51b, the frame locking device 11, the column support device 8, and the large track. Device 4a and temporary post 31b;
C施工法:采用悬挂框架支撑施工装置221的施工法,纵向轨道5x-1-1上运行有两套纵行走装置5y,纵行走装置5y中的辅机架5y-1上有沿X方向布置的移动横向轨道5y-1-1,其施工包括如下步骤:C construction method: a construction method using a suspension frame to support the construction device 221. Two sets of vertical walking devices 5y are run on the vertical rail 5x-1-1, and the auxiliary frame 5y-1 in the vertical walking device 5y is arranged in the X direction. The construction of the moving lateral track 5y-1-1 includes the following steps:
1)完成盒子建筑1a的基础施工,平整盒子建筑1a两侧的场地;1) Complete the foundation construction of the box building 1a and level the ground on both sides of the box building 1a;
2)在盒子建筑1a的基础X方向的两端面的外侧四个角部安装四根永久立柱31a;2) Four permanent pillars 31a are installed at the four outer corners of the two end surfaces of the X direction of the foundation of the box building 1a;
3)在盒子建筑1a的基础的上平面安装小轨道装置4b;安装框架支撑装置7,将框架支撑支架7-1安装在小框架4b-1上,框架支撑柱7-3的底部支撑在建筑1b已建部分的顶部,框架支撑装置7支撑小框架4b-1;在小框架4b-1上分别靠近四根永久立柱31a位置各安装一套共四套框架锁定装置11,通过四套框架锁定装置11将小框架4b-1与四根永久立柱31a锁定连接成一体;3) Install the small track device 4b on the upper plane of the foundation of the box building 1a; install the frame support device 7, install the frame support bracket 7-1 on the small frame 4b-1, and the bottom of the frame support column 7-3 is supported on the building At the top of the built part 1b, the frame support device 7 supports the small frame 4b-1; a total of four sets of frame locking devices 11 are installed on the small frame 4b-1 near the four permanent posts 31a, and locked by the four sets of frames The device 11 locks and connects the small frame 4b-1 and the four permanent posts 31a into one body;
4)在横向轨道4-1-1上安装短悬挂行走起重装置52b;4) Install a short suspension walking lifting device 52b on the lateral track 4-1-1;
5)盒9运至永久立柱31a外侧待吊装位置,短悬挂行走起重装置52b通过横向轨道4-1-1沿着X方向运行至盒9的上方,起重机5y-3通过纵向轨道5x-1-1沿着Y方向运行至盒9上方,下降至设定位置,起重机5y-3通过固定吊装架14a携带盒9上升至设定位置;5) The box 9 is transported to the outside of the permanent column 31a to be hoisted. The short suspension walking lifting device 52b runs in the X direction through the lateral track 4-1-1 to the top of the box 9, and the crane 5y-3 passes the vertical track 5x-1. -1 runs along the Y direction to above the box 9 and descends to the set position, and the crane 5y-3 lifts the box 9 to the set position through the fixed lifting frame 14a;
6)起重机5y-3通过纵向行走轮5y-2在纵向轨道5x-1-1上沿y方向运行和小横向行走轮5y-3-1在移动横向轨道5y-1-1上沿X方向运行,实现盒9的转动,使盒9在Y方向的最大长度小于两永久立柱31a的距离;6) The crane 5y-3 runs in the y direction on the longitudinal track 5x-1-1 through the longitudinal walking wheel 5y-2 and the small transverse travel wheel 5y-3-1 runs in the X direction on the moving lateral track 5y-1-1 , To achieve the rotation of the box 9, so that the maximum length of the box 9 in the Y direction is less than the distance between the two permanent posts 31a;
7)起重机5y-3通过固定吊装架14a携带盒9沿X方向运行至盒9的安装位置,当盒9所在安装位置有框架支撑装置7时,通过框架升降装置7-2使框架支撑柱7-3的底部上升至设定高度,盒9通过转动复位下降完成安装,即完成本层第一个房间A的安装;7) The crane 5y-3 carries the box 9 in the X direction to the installation position of the box 9 through the fixed lifting frame 14a. When the box 9 has a frame support device 7, the frame support column 7 is made by the frame lifting device 7-2. The bottom of the -3 rises to the set height, and the installation of the box 9 is completed by rotating and lowering, that is, the installation of the first room A of this floor is completed;
8)将固定吊装架14a与盒9脱离,所在安装位置的框架支撑装置7,通过框架升降装置7-2 使框架支撑柱7-3下降,框架支撑柱7-3的底面支撑在已建成的盒子建筑1a顶面,短悬挂行走起重装置52b携带固定吊装架14a沿X方向运行至下个盒9的吊装位置;8) Detach the fixed lifting frame 14a from the box 9 and the frame support device 7 at the installation position. The frame support column 7-3 is lowered by the frame lifting device 7-2, and the bottom surface of the frame support column 7-3 is supported on the completed The top surface of the box building 1a, the short suspension walking lifting device 52b carries the fixed hoisting frame 14a running in the X direction to the hoisting position of the next box 9;
9)重复步骤6至7的作业,完成盒9的安装;9) Repeat steps 6 to 7 to complete the installation of box 9;
10)不断重复上述8至9步骤的施工,完成本层的所有盒9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 9 on this floor, that is, to complete the construction of the room on this floor as Room A;
11)将纵墙1-2Y和横墙1-2X运至永久立柱31a外侧待吊装位置,起重机5y-3沿着X方向运行至纵墙1-2Y和横墙1-2X的上方,下降至设定位置;11) Transport the vertical wall 1-2Y and the horizontal wall 1-2X to the position to be hoisted outside the permanent column 31a. The crane 5y-3 runs along the X direction to the top of the vertical wall 1-2Y and the horizontal wall 1-2X and descends to Set position
12)起重机5y-3分别吊着纵墙1-2Y和横墙1-2X上升、转动、平移、转动复位和下降完成纵墙1-2Y和横墙1-2X的安装;12) The crane 5y-3 hoisted the vertical wall 1-2Y and the horizontal wall 1-2X to ascend, rotate, translate, rotate and reset and lower, respectively, to complete the installation of the vertical wall 1-2Y and the horizontal wall 1-2X;
13)将框架锁定装置11与永久立柱31a解锁脱开,框架升降装置7-2通过框架支撑柱7-3作用于装配式建筑1已建部分的顶部,将小轨道装置4b和短悬挂行走起重装置52b升高一层后,将框架锁定装置11与永久立柱31a锁定,即小框架4b-1与永久立柱31a固连成一体,安装连接件3a-2,将立柱3a-1与盒子建筑1a连接成一体,加长立柱3a-1,开始进入上一层盒9的安装;13) Unlock and disengage the frame locking device 11 from the permanent post 31a. The frame lifting device 7-2 acts on the top of the built part of the prefabricated building 1 through the frame support column 7-3, and moves the small track device 4b and the short suspension to walk. After the heavy device 52b is raised one level, the frame locking device 11 is locked with the permanent column 31a, that is, the small frame 4b-1 is fixedly integrated with the permanent column 31a, and the connecting member 3a-2 is installed to connect the column 3a-1 with the box building. 1a is connected as a whole, the post 3a-1 is lengthened, and the installation of the upper box 9 is started;
14)重复上述5至7步骤的施工,完成盒9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 5 to 7 above to complete the installation of box 9, 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1-1的安装,完成盒子建筑1a的全部施工,拆除短悬挂行走起重装置52b、框架支撑装置7、支撑装置9和小轨道装置4b;16) Repeat the above-mentioned steps 13 to 15 and the installation of the top ceiling 1-1 to complete the construction of the box building 1a. Remove the short suspension walking lifting device 52b, the frame support device 7, the support device 9, and the small track device. 4b;
D施工法:采用悬挂纵进施工装置223的施工法,纵向轨道5x-1-1上运行有两套纵行走装置5y,纵行走装置5y中的辅机架5y-1上有沿X方向布置的移动横向轨道5y-1-1,其施工包括如下步骤:D construction method: the construction method using the suspension longitudinal advance construction device 223, two sets of vertical walking devices 5y run on the vertical rail 5x-1-1, and the auxiliary frame 5y-1 in the vertical walking device 5y is arranged along the X direction The construction of the moving lateral track 5y-1-1 includes the following steps:
1)完成盒子建筑1a的基础施工,平整盒子建筑1a两侧的场地;1) Complete the foundation construction of the box building 1a and level the ground on both sides of the box building 1a;
2)在盒子建筑1a的基础X方向的两端面的外侧四个角部安装四根永久立柱31a;2) Four permanent pillars 31a are installed at the four outer corners of the two end surfaces of the X direction of the foundation of the box building 1a;
3)在盒子建筑1a的基础的上平面安装小轨道装置4b;安装框架支撑装置7,将框架支撑支架7-1安装在小框架4b-1上,框架支撑柱7-3的底部支撑在建筑1b已建部分的顶部,框架支撑装置7支撑小框架4b-1;在小框架4b-1上分别靠近四根永久立柱31a位置各安装一套共四套框架锁定装置11,通过四套框架锁定装置11将小框架4b-1与四根永久立柱31a锁定连接成一体;3) Install the small track device 4b on the upper plane of the foundation of the box building 1a; install the frame support device 7, install the frame support bracket 7-1 on the small frame 4b-1, and the bottom of the frame support column 7-3 is supported on the building At the top of the built part 1b, the frame support device 7 supports the small frame 4b-1; a total of four sets of frame locking devices 11 are installed on the small frame 4b-1 near the four permanent posts 31a, and locked by the four sets of frames The device 11 locks and connects the small frame 4b-1 and the four permanent posts 31a into one body;
4)在横向轨道4-1-1上安装长悬挂行走起重装置52a;4) Install a long suspension walking lifting device 52a on the lateral track 4-1-1;
5)盒9运至盒子建筑1aY方向的外侧待吊装位置,长悬挂行走起重装置52a通过横向轨道4-1-1沿着X方向运行至盒9的上方,当长悬挂行走起重装置52a运行所在位置有框架支撑装置7时,通过框架升降装置7-2使框架支撑柱7-3的底部上升至设定高度,待长悬挂行走起重装置52a通过后,框架支撑装置7再复位;5) The box 9 is transported to the outside to be hoisted in the 1aY direction of the box building. The long suspension walking lifting device 52a runs in the X direction to the top of the box 9 through the transverse rail 4-1-1. When the long suspension walking lifting device 52a When there is a frame support device 7 at the operation position, the bottom of the frame support column 7-3 is raised to a set height by the frame lifting device 7-2. After the long suspension walking lifting device 52a passes, the frame support device 7 is reset again;
6)起重机5y-3通过纵向轨道5x-1-1沿着Y方向运行至盒9上方,下降至设定位置,起重机5y-3通过固定吊装架14a携带盒9上升至设定位置,沿Y方向运行至盒9的安装位置;6) The crane 5y-3 runs above the box 9 through the longitudinal rail 5x-1-1 in the Y direction and descends to the set position. The crane 5y-3 rises to the set position by carrying the box 9 through the fixed lifting frame 14a and moves along the Y Direction to the installation position of box 9;
7)如盒9所在安装位置有框架支撑装置7时,通过框架升降装置7-2使框架支撑柱7-3的底部上升至设定高度,盒9通过起重机5y-3下降完成安装,即完成本层第一个房间A的安装;7) If there is a frame support device 7 at the installation position of the box 9, the bottom of the frame support column 7-3 is raised to the set height by the frame lifting device 7-2, and the box 9 is lowered by the crane 5y-3 to complete the installation, which is completed. Installation of the first room A on this floor;
8)将固定吊装架14a与盒9脱离,所在安装位置的框架支撑装置7,通过框架升降装置7-2使框架支撑柱7-3下降,框架支撑柱7-3的底面支撑在已建成的盒子建筑1a顶面,长悬挂行走起重装置52a携带固定吊装架14a沿X方向运行至下个盒9的安装位置;8) Detach the fixed lifting frame 14a from the box 9, the frame supporting device 7 at the installation position, and lower the frame supporting column 7-3 through the frame lifting device 7-2. The bottom surface of the frame supporting column 7-3 is supported on the built On the top surface of the box building 1a, the long suspension walking lifting device 52a carries the fixed hoisting frame 14a running in the X direction to the installation position of the next box 9;
9)重复步骤6至7的作业,完成盒9的安装;9) Repeat steps 6 to 7 to complete the installation of box 9;
10)不断重复上述8至9步骤的施工,完成本层的所有盒9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 9 on this floor, that is, to complete the construction of the room on this floor as Room A;
11)将纵墙1-2Y和横墙1-2X运至盒子建筑1a外侧待吊装位置,起重机5y-3沿Y方向运行至纵墙1-2Y和横墙1-2X的上方,下降至设定位置;11) Transport the vertical wall 1-2Y and horizontal wall 1-2X to the outside of the box building 1a to be hoisted. The crane 5y-3 runs in the Y direction to above the vertical wall 1-2Y and horizontal wall 1-2X, and descends to the equipment. Fixed position
12)起重机5y-3分别吊着纵墙1-2Y和横墙1-2X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1-2Y和横墙1-2X的安装;12) The crane 5y-3 lifts the vertical wall 1-2Y and the horizontal wall 1-2X to the set height, runs in the Y direction to the installation position and then descends, completing the installation of the vertical wall 1-2Y and the horizontal wall 1-2X. ;
13)将框架锁定装置11与永久立柱31a解锁脱开,框架升降装置7-2通过框架支撑柱7-3作用于装配式建筑1已建部分的顶部,将小轨道装置4b和长悬挂行走起重装置52a升高一层后,将框架锁定装置11与永久立柱31a锁定,即小框架4b-1与永久立柱31a固连成一体,安装连接件3a-2,将立柱3a-1与盒子建筑1a连接成一体,加长立柱3a-1,开始进入上一层盒9的安装;13) Unlock and disengage the frame locking device 11 from the permanent post 31a. The frame lifting device 7-2 acts on the top of the built part of the prefabricated building 1 through the frame support column 7-3, and walks the small track device 4b and the long suspension. After the heavy device 52a is raised by one layer, the frame locking device 11 is locked with the permanent column 31a, that is, the small frame 4b-1 is fixedly integrated with the permanent column 31a, and the connecting member 3a-2 is installed to connect the column 3a-1 with the box building. 1a is connected as a whole, the post 3a-1 is lengthened, and the installation of the upper box 9 is started;
14)重复上述5至7步骤的施工,完成盒9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 5 to 7 above to complete the installation of box 9, 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1-1的安装,完成盒子建筑1a的全部施工,拆除长悬挂行走起重装置52a、框架支撑装置7、支撑装置9和小轨道装置4b。16) Repeat the above-mentioned steps 13 to 15 and the installation of the top ceiling 1-1 to complete the construction of the box building 1a. Remove the long suspension walking lifting device 52a, the frame support device 7, the support device 9, and the small track device. 4b.
所述的建筑1是由若干个盒子建筑1a组成的异形建筑1b,建筑1b的施工装置2包括若干个轨道装置4,各轨道装置4中的横向轨道4-1-1上均运行有各自的行走起重装置5。The building 1 is a special-shaped building 1b composed of a plurality of box buildings 1a. The construction device 2 of the building 1b includes a plurality of track devices 4. Each of the track devices 4 runs on its own horizontal track 4-1-1. Walking lifting device 5.
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5、图15~图20、图24、图32和图66~图69所示,装配式建筑1的施工装置2包括导向装置3、轨道装置4和行走起重装置5,导向装置3位于装配式建筑1外,导向装置3包括立柱装置31和/或爬升装置32两种结构,立柱装置31包括立柱31-1和连接件31-2,通过连接件31-2将立柱31-1与装配式建筑1连接成一体,立柱装置31包括永久立柱31a和临时立柱31b两种结构,永久立柱31a是装配式建筑1的组成部分,临时立柱31b是待装配式建筑1施工完成后需拆除的临时支撑;爬升装置32包括活动立柱32-1和连接装置32-2,通过连接装置32-2将活动立柱32-1与装配式建筑1连接在一起;轨道装置4包括轨道框架4-1和导向接口装置4-2,设X方向为装配式建筑1的长度方向,Y方向为垂直于长度X的方向,当装配式建筑1为弧形时,则X是弧形装配式建筑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,轨道框架4-1包括沿装配式建筑1X方向的横向轨道4-1-1,导向接口装置4-2位于导向装置3处,通过导向接口装置4-2使轨道框架4-1在导向装置3限制的范围内升降,即导向装置3是轨道框架4-1的在X和Y两方向的限位装置,轨道框架4-1包括两横向轨道4-1-1在Y方向的距离大于装配式建筑1的大框架4a-1和小于装配式建筑1的小框架4b-1,对应的轨道装置4分别为大轨道装置4a和小轨道装置4b;行走起重装置5包括横行走装置5x和纵行走装置5y,横行走装置5x包括沿X方向运行的主机架5x-1和横向行走轮5x-2,横向行走轮5x-2安装在主机架5x-1上,横向行走轮5x-2在横向轨道4-1-1上运行,当横向轨道4-1-1在Y方向的距离不是恒值时,横向行走轮5x-2包括纵向移动装置5x-2y,即通过纵向移动装置5x-2y在主机架5x-1上沿Y方向的移动,使横向行走轮5x-2在Y方向之间的距离等于横向轨道4-1-1在Y方向的距离,行走起重装置5通过横行走装置5x沿X方向运行;纵行走装置5y包括沿Y方向运行的辅机架5y-1、纵向行走轮5y-2和起重机5y-3,纵向行走轮5y-2安装在辅机架5y-1上,起重机5y-3安装在辅机架5y-1上,主机架5x-1包括纵向行走轮5y-2沿Y方向运行的纵向轨道5x-1-1,起重机5y-3通过纵向行走轮5y-2沿Y方向运行,即行走起重装置5通过横行走装置5x和纵行走装置5y实现起重机5y-3携带装配式建筑1的部件沿X和Y两方向的运行;纵向轨道5x-1-1包括在Y方向伸出横向轨道4-1-1的长轨道5x-1-1a和在Y方向不伸出横向轨道4-1-1的短轨道5x-1-1b,对应于长轨道5x-1-1a的行走起重装置5和主机架5x-1为伸出横向轨道4-1-1的长行走起重装置5a和长机架5x-1a,对应于短轨道5x-1-1b的行走起重装置5和主机架5x-1为不伸出横向轨道4-1-1的短行走起重装置5b和短机架5x-1b,长行走起重装置5a将装配式建筑1的模块或部件通过起重机5y-3从装配式建筑1外侧沿Y方向和/或X方向吊入轨道框架4-1内进行安装, 或对轨道框架4-1外的装配式建筑1进行安装,短行走起重装置5b将装配式建筑1的模块或部件通过起重机5y-3从装配式建筑1外侧沿X方向吊入轨道框架4-1内进行安装;行走起重装置5包括底部行走起重装置51和悬挂行走起重装置52两种结构,底部行走起重装置51是在横向轨道4-1-1上方运行的,包括伸出横向轨道4-1-1的长底部行走起重装置51a和不伸出横向轨道4-1-1的短底部行走起重装置51b;悬挂行走起重装置52是悬挂在横向轨道4-1-1下方运行,包括伸出导向装置3的长悬挂行走起重装置52a和不伸出导向装置3的短悬挂行走起重装置52b;施工装置2还包括行走支撑装置6、框架支撑装置7和立柱支撑装置8中的一种或两种或三种,行走支撑装置6包括行走支撑支架6-1、行走升降装置6-2和行走支撑柱6-3,行走支撑支架6-1安装在主机架5x-1上,行走升降装置6-2调节行走支撑柱6-3底部的高度,吊装装配式建筑1的部件或顶升轨道框架4-1时,行走支撑柱6-3的底部支撑在装配式建筑1已建部分的顶部;框架支撑装置7包括框架支撑支架7-1、框架升降装置7-2和框架支撑柱7-3,框架支撑支架7-1安装在轨道框架4-1上,框架升降装置7-2调节框架支撑柱7-3底部的高度,当框架支撑柱7-3的底部支撑在装配式建筑1已建部分的顶部时,框架支撑装置7支撑轨道框架4-1;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4-1上,支撑块锁定装置8-3固定在立柱支撑块8-1上,当导向装置3为立柱装置31时,支撑块锁定装置8-3与立柱31-1解锁,通过立柱升降装置8-2调节立柱支撑块8-1的高度;当导向装置3为爬升装置32时,立柱支撑块8-1就是活动立柱32-1,支撑块锁定装置8-3就是连接装置32-2,支撑块锁定装置8-3与装配式建筑1锁定时,即连接装置32-2将活动立柱32-1与装配式建筑1连接在一起时,通过立柱升降装置8-2调节轨道框架4-1的高度,当支撑块锁定装置8-3与装配式建筑1解锁时,即使活动立柱32-1与装配式建筑1脱开时,通过立柱升降装置8-2调节活动立柱32-1的高度。As shown in FIGS. 1 to 5, 15 to 20, 24, 32, and 66 to 69, the construction device 2 of the prefabricated building 1 includes a guide device 3, a track device 4, and a walking lifting device 5. The guide device 3 is located outside the prefabricated building 1. The guide device 3 includes two structures of a column device 31 and / or a climbing device 32. The column device 31 includes a column 31-1 and a connecting member 31-2. The column is connected by the connecting member 31-2. 31-1 is connected to the prefabricated building 1 as a whole. The post device 31 includes two types of structures: a permanent post 31a and a temporary post 31b. The permanent post 31a is a component of the prefabricated building 1. The temporary post 31b is the construction of the prefabricated building 1. Temporary support that needs to be removed later; the climbing device 32 includes a movable column 32-1 and a connecting device 32-2, and the movable column 32-1 is connected to the assembled building 1 through the connecting device 32-2; the track device 4 includes a track frame 4-1 and guide interface device 4-2, let X direction be the length direction of prefabricated building 1, and Y direction be the direction perpendicular to length X. When prefabricated building 1 is arc-shaped, X is arc-shaped prefabricated The contour arc or central arc of Building 1, Y direction is where the position is perpendicular to In the direction of line X, the track frame 4-1 includes a transverse track 4-1-1 along the 1X direction of the prefabricated building, the guide interface device 4-2 is located at the guide device 3, and the track frame 4- 1 Lifting within the limits of the guide device 3, that is, the guide device 3 is a limit device of the track frame 4-1 in the X and Y directions, the track frame 4-1 includes two lateral tracks 4-1-1 in the Y direction The distance is larger than the large frame 4a-1 of the prefabricated building 1 and smaller than the small frame 4b-1 of the prefabricated building 1. The corresponding track devices 4 are the large track device 4a and the small track device 4b, respectively; the walking lifting device 5 includes a transverse Walking device 5x and longitudinal walking device 5y. The horizontal walking device 5x includes a main frame 5x-1 and a horizontal walking wheel 5x-2 running in the X direction. The horizontal walking wheel 5x-2 is installed on the main frame 5x-1 and the horizontal walking wheel. 5x-2 runs on the transverse track 4-1-1. When the distance of the transverse track 4-1-1 in the Y direction is not a constant value, the transverse walking wheel 5x-2 includes a longitudinal movement device 5x-2y, that is, by longitudinal movement The movement of the device 5x-2y on the main frame 5x-1 in the Y direction, so that the distance between the transverse walking wheels 5x-2 in the Y direction is equal to the transverse rail 4-1-1 The distance in the Y direction, the walking lifting device 5 runs in the X direction through the lateral walking device 5x; the longitudinal walking device 5y includes an auxiliary frame 5y-1 running in the Y direction, a longitudinal walking wheel 5y-2, and a crane 5y-3, longitudinally The traveling wheel 5y-2 is installed on the auxiliary frame 5y-1, the crane 5y-3 is installed on the auxiliary frame 5y-1, and the main frame 5x-1 includes the longitudinal traveling wheel 5y-2 running along the Y-direction longitudinal track 5x- 1-1, the crane 5y-3 runs in the Y direction through the longitudinal walking wheels 5y-2, that is, the walking lifting device 5 realizes the crane 5y-3 carrying the components of the assembled building 1 along the X through the horizontal walking device 5x and the vertical walking device 5y. And Y directions; the longitudinal track 5x-1-1 includes the long track 5x-1-1a that extends the transverse track 4-1-1 in the Y direction, and the The short track 5x-1-1b, the walking lifting device 5 and the main frame 5x-1 corresponding to the long track 5x-1-1a are the long walking lifting device 5a and the long frame protruding from the transverse track 4-1-1 5x-1a, the walking lifting device 5 and the main frame 5x-1 corresponding to the short track 5x-1-1b are the short walking lifting device 5b and the short frame 5x-1b that do not extend out of the lateral track 4-1-1 , The long walking lifting device 5a will The module or component is hoisted into the track frame 4-1 from the outside of the prefabricated building 1 in the Y direction and / or X direction by a crane 5y-3, or the prefabricated building 1 outside the track frame 4-1 is installed. The walking lifting device 5b lifts the modules or components of the prefabricated building 1 from the outside of the prefabricated building 1 into the track frame 4-1 through the crane 5y-3 for installation; the walking lifting device 5 includes a bottom lifting device 51 and suspended walking lifting device 52, the bottom walking lifting device 51 runs above the horizontal rail 4-1-1, including the long bottom walking lifting device 51a extending the horizontal rail 4-1-1 and Short-bottom walking lifting device 51b that does not extend the lateral rail 4-1-1; suspension walking lifting device 52 is suspended below the lateral rail 4-1-1 and includes a long suspension walking lifting that extends the guide 3 The device 52a and the short suspension walking lifting device 52b without extending the guide device 3; the construction device 2 further includes one or two or three of the walking support device 6, the frame support device 7, and the column support device 8, the walking support Device 6 includes walking support bracket 6-1, walking lifting device 6-2 And walking support column 6-3, the walking support bracket 6-1 is installed on the main frame 5x-1, the walking lifting device 6-2 adjusts the height of the bottom of the walking support column 6-3, and hoists the components or jacking of the assembled building 1 When the track frame 4-1, the bottom of the walking support column 6-3 is supported on the top of the built part of the prefabricated building 1; the frame support device 7 includes a frame support bracket 7-1, a frame lifting device 7-2, and a frame support column 7 -3, the frame support bracket 7-1 is installed on the track frame 4-1, the frame lifting device 7-2 adjusts the height of the bottom of the frame support column 7-3, and when the bottom of the frame support column 7-3 is supported in the prefabricated building 1 At the top of the built part, the frame support device 7 supports the track frame 4-1; 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, and a column lifting device 8- One end of 2 is fixed to the pillar support block 8-1, and the other end is fixed to the rail frame 4-1. The support block locking device 8-3 is fixed to the pillar support block 8-1. When the guide device 3 is a pillar device 31 , The support block locking device 8-3 is unlocked from the column 31-1, and the column support block 8-1 is adjusted by the column lifting device 8-2. Height; when the guide device 3 is a climbing device 32, the column supporting block 8-1 is a movable column 32-1, the supporting block locking device 8-3 is a connecting device 32-2, the supporting block locking device 8-3 and an assembled building 1 When locked, that is, when the connecting device 32-2 connects the movable column 32-1 with the prefabricated building 1, the height of the track frame 4-1 is adjusted by the column lifting device 8-2, and when the support block locking device 8-3 When unlocking from the prefabricated building 1, even when the movable post 32-1 is disengaged from the prefabricated building 1, the height of the movable post 32-1 is adjusted by the post lifting device 8-2.
如图6~图14所示,装配式建筑1包括盒子建筑1a,盒子建筑1a包括顶板1-1、外墙1-2、基础1-3和盒9,外墙1-2包括X方向布置的横墙1-2X和Y方向布置的纵墙1-2Y,盒9在盒子建筑1a中的布置包括在X方向和高度方向是间隔错开的排列布置,盒9包括顶板9-1、盒侧墙9-2、底板9-3、盒端墙9-4和梁柱框10,盒9的内部空腔形成了房间A,即房间A是所在位置有盒9的房间,设房间B是所在位置没有盒9的房间,则间隔错开排列的角部相连的四个盒9围成的空间形成了房间B1;当基础1-3为墙基时包括Y方向两侧的沿X方向布置的横基础1-3X,梁柱框10位于横基础1-3X的正上方,梁柱框10包括顶梁10-1、底梁10-2和柱10-3,梁柱框10的外侧包括相邻房间B的横墙1-2X,梁柱框10的内侧包括盒 端墙9-4,顶梁10-1是盒顶9-1两端的组成部分,包括盒外顶梁10-1-1和/或盒内顶梁10-1-2,盒外顶梁10-1-1是相邻上层房间B的横墙1-2X的底部,盒内顶梁10-1-2是盒端墙9-4的上部,底梁10-2是盒底9-3两端的组成部分,包括盒外底梁10-2-1和/或盒内底梁10-2-2,盒外底梁10-2-1是相邻下层房间B的横墙1-2X的上部,盒内底梁10-2-2是盒端墙9-4的底部,柱10-3是盒侧墙9-2两端的组成部分,包括盒外柱10-3-1和/或盒内柱10-3-2,盒外柱10-3-1是水平相邻房间B的横墙1-2X的侧部,盒内柱10-3-2是盒端墙9-4的侧部,当施工完成后,水平相邻的顶梁10-1和底梁10-2连接成一体后形成了建筑1aX方向的梁,上下相邻的柱10-3连接成一体后形成了建筑1a的柱;设第m层第n排的房间mn为有盒9的房间mnA,则位于房间mnA位置的盒9的上下左右无盒9,此模块1-1a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9的角部相连;设第m层第n排的房间mn为所在位置无盒9的房间mnB,即房间mnB的顶面是位于房间m+1n的盒9底板9-3的下平面,房间mnB的地面是位于房间m-1n的盒9顶板9-1的上平面,房间mnB的侧墙面分别是位于房间mn-1和房间mn+1的盒9中盒侧墙9-2的外壁,即盒侧墙9-2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9底板9-3的上平面,与分别位于房间m-1n-1和房间m-1n+1的盒9顶板9-1的上平面平;房间mn为房间mnB时,位于房间m-1n的盒9顶板9-1的上平面,与分别位于房间mn-1和房间mn+1的盒9底板9-3的上平面平;即对角线方向相邻的盒9安装相连成一体时,盒9的顶板9-1的上平面与上一层角部相连的两盒9底板9-3的上平面平,盒9的底板9-3的上平面与下一层角部相连的两盒9顶板9-1的上平面平,盒9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;盒子建筑1a中盒9的施工,包括A施工法和B施工法:As shown in FIG. 6 to FIG. 14, the prefabricated building 1 includes a box building 1a, the box building 1a includes a top plate 1-1, an outer wall 1-2, a foundation 1-3, and a box 9, and the outer wall 1-2 includes an X-direction arrangement. The vertical wall 1-2Y of the horizontal wall 1-2X and Y are arranged. The arrangement of the box 9 in the box building 1a includes an arrangement that is staggered in the X direction and the height direction. The box 9 includes a top plate 9-1 and a box side. The wall 9-2, the bottom plate 9-3, the box end wall 9-4, and the beam and column frame 10. The internal cavity of the box 9 forms the room A, that is, the room A is the room where the box 9 is located, and the room B is located. For a room without a box 9, the space surrounded by four boxes 9 connected at staggered corners forms a room B1. When the foundation 1-3 is a wall foundation, it includes the horizontally arranged horizontal sides of the X direction on both sides of the Y direction. The foundation 1-3X, the beam-column frame 10 is located directly above the transverse foundation 1-3X. The beam-column frame 10 includes a top beam 10-1, a bottom beam 10-2, and a column 10-3. The outer side of the beam-column frame 10 includes adjacent The horizontal wall 1-2X of room B. The inner side of the beam-column frame 10 includes the box end wall 9-4. The top beam 10-1 is a component at both ends of the box top 9-1, including the outer top beams 10-1-1 and / Or the top beam 10-1-2 inside the box, the top beam 10-1-1 outside the box is the adjacent upper floor room The bottom of the horizontal wall 1-2X of B, the top beam 10-1-2 in the box is the upper part of the end wall 9-4, and the bottom beam 10-2 is the component at both ends of the box bottom 9-3, including the outer bottom beam of the box 10-2-1 and / or box bottom beam 10-2-2, box bottom beam 10-2-1 is the upper part of the cross wall 1-2X of the adjacent lower room B, and box bottom beam 10-2- 2 is the bottom of the box end wall 9-4, and the column 10-3 is the component of the two ends of the box side wall 9-2, including the outer column 10-3-1 and / or the inner column 10-3-2, outside the box Column 10-3-1 is the side of the horizontal wall 1-2X of the horizontally adjacent room B, and the column 10-3-2 inside the box is the side of the box end wall 9-4. When the construction is completed, the horizontally adjacent The top beam 10-1 and the bottom beam 10-2 are connected to form a beam in the 1aX direction of the building, and the adjacent columns 10-3 are connected to form a pillar of the building 1a; the mth and nth rows of the The room mn is a room mnA with a box 9, and the box 9 located at the position of the room mnA has no box 9, and the four corners of this module 1-1a are respectively located in the room m + 1n-1, the room m + 1n + 1, and the room. m-1n-1 is connected to the corner of the box 9 of the room m-1n + 1; let the room mn in the nth row of the m-th floor be the room mnB without the box 9, ie the top surface of the room mnB is located in the room m + 1n box 9 bottom plate 9-3 The lower plane, the floor of the room mnB is the upper plane of the top plate 9-1 of the box 9 located in the room m-1n, and the side wall surfaces of the room mnB are the box side walls of the box 9 located in the room mn-1 and the room mn + 1, respectively. The outer wall of 9-2, that is, the inner and outer walls of the box side wall 9-2 are the inner walls of two adjacent rooms; when the room mn is required to be equal to the floor height of the adjacent room, the room mn is located in the room mnA. The upper plane of the bottom plate 9-3 of the box 9 is flat with the upper plane of the top plate 9-1 of the box 9 located 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 plate 9-1 of the box 9 of 1n is flat with the upper plane of the bottom plate 9-3 of the box 9 located in the room mn-1 and the room mn + 1 respectively; that is, the adjacent boxes 9 installed in a diagonal direction are connected to form a whole. At this time, the upper plane of the top plate 9-1 of the box 9 and the upper plane of the bottom plate 9-3 of the two boxes 9 connected to the upper layer are flat, and the upper plane of the bottom plate 9-3 of the box 9 is connected to the corner of the next layer The upper planes of the top plates 9-1 of the two boxes 9 are flat, and the four corners of the outside of the box 9 include bevels, spaced gaps, and three structures with both bevels and gaps. The construction of box 9 in the box building 1a includes the A construction method and B Construction method:
A施工法:盒9在工厂完成制作后,整体运往现场吊装的;A construction method: after the box 9 is completed in the factory, it is shipped to the site for hoisting;
B施工法:盒9是盒模块9a,在工厂将盒模块9a中的各模块预制好,运至现场再装配成盒模块9a,其装配包括B1法和B2法:Construction method B: The box 9 is a box module 9a. Each module in the box module 9a is prefabricated at the factory and shipped to the site to be assembled into the box module 9a. The assembly includes the B1 method and the B2 method:
B1法:装配成盒模块9a后,再整体吊装;Method B1: After assembling into a box module 9a, hoist it as a whole;
B2法:将预制好的盒模块9a中的各模块,分开吊装直接装配。Method B2: each module in the pre-made box module 9a is separately hoisted and directly assembled.
如图15~图21、图39和图40所示,横向轨道4-1-1上运行有两台行走起重装置5,行走起重装置5中的纵向轨道5x-1-1上运行有一套或多套纵行走装置5y,纵行走装置5y中的辅机架5y-1包括沿X方向布置的移动横向轨道5y-1-1,起重机5y-3包括在移动横向轨道5y-1-1上沿X方向运行的小横向行走轮5y-3-1,通过纵向行走轮5y-2在纵向轨道5x-1-1上沿 y方向运行或小横向行走轮5y-3-1在移动横向轨道5y-1-1上沿X方向运行,实现起重机5y-3携带盒9或外墙1-2沿Y或X方向运行,起重机5y-3携带装配式建筑1中的部件通过纵向行走轮5y-2在纵向轨道5x-1-1上沿y方向运行和小横向行走轮5y-3-1在移动横向轨道5y-1-1上沿X方向运行,实现装配式建筑1中部件的转动。As shown in Figs. 15 to 21, 39 and 40, two walking hoisting devices 5 run on the transverse rail 4-1-1, and one running on the longitudinal rail 5x-1-1 of the walking hoisting device 5 One or more longitudinal walking devices 5y, the auxiliary frame 5y-1 in the longitudinal walking device 5y includes a moving lateral rail 5y-1-1 arranged in the X direction, and the crane 5y-3 includes a moving lateral rail 5y-1-1 The small horizontal walking wheel 5y-3-1 running along the X direction, the vertical walking wheel 5y-2 running on the longitudinal track 5x-1-1 in the y direction or the small horizontal walking wheel 5y-3-1 on the moving lateral track 5y-1-1 runs in the X direction to realize the crane 5y-3 carrying box 9 or the outer wall 1-2 to run in the Y or X direction. The crane 5y-3 carries the components in the assembled building 1 through the longitudinal walking wheels 5y- 2 Run on the longitudinal track 5x-1-1 in the y direction and the small transverse walking wheel 5y-3-1 runs on the moving transverse track 5y-1-1 in the X direction to realize the rotation of the components in the prefabricated building 1.
如图21、图30、图31所示,施工装置2包括框架锁定装置11,框架锁定装置11安装在导向接口装置4-2上,框架锁定装置11动作时将轨道框架4-1固定与导向装置3固连成一体,当轨道框架4-1要升降时,需打开框架锁定装置11。As shown in FIG. 21, FIG. 30, and FIG. 31, the construction device 2 includes a frame locking device 11, the frame locking device 11 is installed on the guide interface device 4-2, and the rail frame 4-1 is fixed and guided when the frame locking device 11 operates The device 3 is fixedly integrated into one body. When the rail frame 4-1 is to be raised and lowered, the frame locking device 11 needs to be opened.
如图1~图5所示,长行走支撑施工装置211包括永久立柱31a、临时立柱31b、大轨道装置4a和长底部行走起重装置51a,在大框架4a-1靠近立柱3的位置都装有框架锁定装置11,永久立柱31a和临时立柱31b均有框架锁定装置11的接口,长底部行走起重装置51a装有行走支撑装置6。As shown in FIG. 1 to FIG. 5, the long walking support construction device 211 includes a permanent column 31a, a temporary column 31b, a large track device 4a, and a long bottom walking lifting device 51a. The large frame 4a-1 is installed near the column 3 There is a frame locking device 11, a permanent column 31a and a temporary column 31b have an interface to the frame locking device 11, and a long bottom walking lifting device 51a is provided with a walking support device 6.
如图22~图23所示,长立柱支撑施工装置212包括永久立柱31a、临时立柱31b、大轨道装置4a和长底部行走起重装置51a,在大框架4a-1靠近永久立柱31a的位置都装有框架锁定装置11,靠近临时立柱31b的位置都装有立柱支撑装置8,永久立柱31a有框架锁定装置11的接口,临时立柱31b有立柱锁定装置8-3的接口。As shown in FIGS. 22 to 23, the long column supporting construction device 212 includes a permanent column 31a, a temporary column 31b, a large rail device 4a, and a long bottom walking lifting device 51a. The large frame 4a-1 is located near the permanent column 31a. The frame locking device 11 is installed, and the column supporting device 8 is installed near the temporary column 31b. The permanent column 31a has an interface of the frame locking device 11 and the temporary column 31b has an interface of the column locking device 8-3.
如图24~图31所示,短立柱支撑施工装置213包括永久立柱31a、临时立柱31b、大轨道装置4a和短底部行走起重装置51b,在大框架4a-1靠近永久立柱31a的位置都装有框架锁定装置11,靠近临时立柱31b的位置都装有立柱支撑装置8,永久立柱31a设有框架锁定装置11的接口,临时立柱31b设有立柱锁定装置8-3的接口。As shown in Figures 24 to 31, the short column supporting construction device 213 includes a permanent column 31a, a temporary column 31b, a large rail device 4a, and a short bottom walking lifting device 51b. The positions of the large frame 4a-1 near the permanent column 31a are all The frame locking device 11 is installed, and the column supporting device 8 is installed near the temporary column 31b. The permanent column 31a is provided with an interface of the frame locking device 11 and the temporary column 31b is provided with an interface of the column locking device 8-3.
如图32~图36所示,短框架支撑施工装置214包括永久立柱31a、临时立柱31b、大轨道装置4a和短底部行走起重装置51b,在大框架4a-1靠近立柱3的位置都装有框架锁定装置11,永久立柱31a和临时立柱31b有框架锁定装置11的接口,轨道框架4-1装有框架支撑装置7。As shown in FIGS. 32 to 36, the short frame supporting construction device 214 includes a permanent column 31a, a temporary column 31b, a large rail device 4a, and a short bottom walking lifting device 51b. The large frame 4a-1 is installed near the column 3. There is a frame locking device 11, a permanent column 31a and a temporary column 31b have an interface to the frame locking device 11, and the rail frame 4-1 is provided with a frame supporting device 7.
如图37~图38所示,长爬行支撑施工装置215包括临时立柱31b、大轨道装置4a和短底部行走起重装置51b,在大框架4a-1靠近临时立柱31b的位置都装有框架锁定装置11,轨道框架4-1装有框架支撑装置7,框架支撑装置7底部有爬行装置32。As shown in FIGS. 37 to 38, the long crawling support construction device 215 includes a temporary post 31b, a large track device 4a, and a short bottom walking lifting device 51b. A frame lock is installed at the position of the large frame 4a-1 near the temporary post 31b. The device 11, the track frame 4-1 is provided with a frame support device 7, and a crawler device 32 is provided at the bottom of the frame support device 7.
如图39~图43所示,悬挂框架支撑施工装置221包括永久立柱31a、小轨道装置4b和短悬挂行走起重装置52b,在小框架4b-1靠近永久立柱31a的位置都装有框架锁定装置11,永久立柱31a装有框架锁定装置11,小框架4b-1装有框架支撑装置7。As shown in Figures 39 to 43, the suspension frame supporting construction device 221 includes a permanent column 31a, a small track device 4b, and a short suspension walking lifting device 52b. A frame lock is installed at the position of the small frame 4b-1 near the permanent column 31a. The device 11, the permanent post 31a is provided with a frame locking device 11, and the small frame 4b-1 is provided with a frame support device 7.
如图44~图45所示,悬挂立柱支撑施工装置222包括永久立柱31a、临时立柱31b、 小轨道装置4b和短悬挂行走起重装置52b,在小框架4b-1靠近永久立柱31a的位置都装有框架锁定装置11,靠近临时立柱31b的位置都装有立柱支撑装置8,永久立柱31a设有框架锁定装置11的接口,临时立柱31b设有立柱锁定装置8-3的接口。As shown in FIGS. 44 to 45, the suspension column supporting construction device 222 includes a permanent column 31a, a temporary column 31b, a small track device 4b, and a short suspension walking lifting device 52b. The small frame 4b-1 is located near the permanent column 31a. The frame locking device 11 is installed, and the column supporting device 8 is installed near the temporary column 31b. The permanent column 31a is provided with an interface of the frame locking device 11 and the temporary column 31b is provided with an interface of the column locking device 8-3.
如图46~图47所示,悬挂纵进施工装置223包括永久立柱31a、小轨道装置4b和长悬挂行走起重装置52a,在小框架4b-1靠近永久立柱31a的位置都装有框架锁定装置11,永久立柱31a设有框架锁定装置11的接口,小框架4b-1装有框架支撑装置7。As shown in FIGS. 46 to 47, the suspension longitudinal construction device 223 includes a permanent column 31a, a small track device 4b, and a long suspension walking lifting device 52a. The small frame 4b-1 is equipped with a frame lock at a position near the permanent column 31a. Device 11, the permanent column 31a is provided with an interface for the frame locking device 11, and the small frame 4b-1 is provided with a frame support device 7.
如图48~图49所示,爬升装置32就是框架支撑装置7中的框架支撑柱7-3;板式建筑1b包括楼板1b-1、纵墙1b-2和外横墙1b-3,板式建筑1b用施工装置2包括爬升装置32、大轨道装置4a和长底部行走起重装置5a,其施工法包括步骤:As shown in FIGS. 48 to 49, the climbing device 32 is the frame supporting column 7-3 in the frame supporting device 7. The slab building 1b includes a floor slab 1b-1, a vertical wall 1b-2, and an outer transverse wall 1b-3. The slab building The construction device 2 for 1b includes a climbing device 32, a large track device 4a, and a long bottom walking lifting device 5a. The construction method includes the steps:
1)完成板式建筑1b的基础施工,平整板式建筑1b两侧的场地;1) Complete the foundation construction of the slab building 1b, level the ground on both sides of the slab building 1b;
2)在板式建筑1b的基础X方向的两端面的外侧安装爬升装置32,即框架支撑柱7-3;2) Climbing devices 32, that is, frame support columns 7-3, are installed on the outside of both end surfaces in the X direction of the foundation of the plate-shaped building 1b;
3)安装大轨道装置4a,在框架4a-1上两端位置各安装两套框架锁定装置11,通过框架锁定装置11将大框架4a-1与爬升装置32锁定连接成一体;3) Install the large track device 4a, and install two sets of frame locking devices 11 at the two ends of the frame 4a-1, and lock and connect the large frame 4a-1 and the climbing device 32 into one body through the frame locking device 11;
4)在横向轨道4-1-1上安装长底部行走起重装置5a;4) Install a long bottom walking lifting device 5a on the lateral track 4-1-1;
5)长底部行走起重装置5a通过横向轨道4-1-1沿着X方向运行至纵墙1b-2、外横墙1b-3和楼板1b-1设定的安装位置;5) The long bottom walking lifting device 5a runs in the X direction through the transverse track 4-1-1 to the installation positions set by the vertical wall 1b-2, the outer horizontal wall 1b-3 and the floor 1b-1;
6)纵墙1b-2和外横墙1b-3运至板式建筑1b外侧待吊装位置,起重机5y-3通过纵向轨道5x-1-1沿着Y方向运行至纵墙1b-2和外横墙1b-3上方,下降至设定位置;6) The vertical wall 1b-2 and the outer horizontal wall 1b-3 are transported to the outside of the slab building 1b to be hoisted. The crane 5y-3 runs through the longitudinal rail 5x-1-1 in the Y direction to the vertical wall 1b-2 and the outer horizontal Above the wall 1b-3, descend to the set position;
7)起重机5y-3携带纵墙1b-2和外横墙1b-3上升、平移和下降完成纵墙1b-2和外横墙1b-3的安装;7) The crane 5y-3 carries the ascent, translation and descent of the vertical wall 1b-2 and the external cross wall 1b-3 to complete the installation of the vertical wall 1b-2 and the external cross wall 1b-3;
8)楼板1b-1运至板式建筑1b外侧待吊装位置,起重机5y-3通过纵向轨道5x-1-1沿着Y方向运行至楼板1b-1上方,下降至设定位置;8) The floor slab 1b-1 is transported to the outside of the slab building 1b to be hoisted. The crane 5y-3 runs through the longitudinal rail 5x-1-1 along the Y direction to the floor slab 1b-1 and descends to the set position.
9)起重机5y-3携带楼板1b-1上升、平移和下降完成楼板1b-1的安装;9) The crane 5y-3 carries the floor slab 1b-1 for ascent, translation and descent to complete the installation of the floor slab 1b-1;
10)长底部行走起重装置5a沿X方向运行至下个纵墙1b-2、外横墙1b-3和楼板1b-1的安装位置;10) The long bottom walking lifting device 5a runs in the X direction to the installation position of the next vertical wall 1b-2, the outer horizontal wall 1b-3 and the floor 1b-1;
11)重复步骤6至9的作业,完成下一个房间的纵墙1b-2、外横墙1b-3和楼板1b-1的安装;11) Repeat the operations of steps 6 to 9 to complete the installation of the vertical wall 1b-2, the external transverse wall 1b-3 and the floor slab 1b-1 of the next room;
12)不断重复上述10至11步骤的施工,完成本层的所有纵墙1b-2、外横墙1b-3和楼板1b-1的安装,即完成本层的安装;12) Repeat the above steps 10 to 11 continuously to complete the installation of all vertical walls 1b-2, external transverse walls 1b-3 and floor slabs 1b-1 on this floor, that is, the installation on this floor is completed;
13)框架锁定装置11与爬升装置32解锁脱开,通过框架支撑装置7使大轨道装置4a和长底部行走起重装置5a升高一层后,框架锁定装置11与爬升装置32锁定,开始进入楼板1b-1 的安装;13) The frame locking device 11 is unlocked from the climbing device 32. After the large rail device 4a and the long bottom walking lifting device 5a are raised by the frame supporting device 7, the frame locking device 11 is locked with the climbing device 32 and starts to enter. Installation of floor 1b-1;
14)重复上述5至12步骤的施工,完成板式建筑1b的施工,拆除安装装置2。14) Repeat the above steps 5 to 12 to complete the construction of the plate-type building 1b, and remove the installation device 2.
如图50所示,施工装置2包括配重装置12和平衡装置13,配重装置12安装在主机架5x-1上,平衡装置13是卷扬平衡机13a,卷扬平衡机13a包括卷扬机13a-1,起重机5y-3在装配式建筑1的Y方向的一外侧吊装时,位于装配式建筑1的Y方向另一侧的卷扬平衡机13a通过卷扬机13a-1钩住装配式建筑1的已建部分或底部地面的重物。As shown in FIG. 50, the construction device 2 includes a counterweight device 12 and a balancing device 13. The counterweight device 12 is installed on the main frame 5x-1. The balancing device 13 is a hoisting balancer 13a, and the hoisting balancer 13a includes a hoisting device 13a. -1, when the crane 5y-3 is hoisted on the outer side of the Y direction of the prefabricated building 1, the hoisting balancer 13a located on the other side of the Y direction of the prefabricated building 1 is hooked by the hoisting machine 13a-1 Heavy parts of the built or bottom ground.
如图51~图53所示,施工装置2包括盒9的吊装架14,吊装架14包括固定吊装架14a和活动吊装架14b,固定吊装架14a吊住盒9的固定吊杆14a-1是固定的,活动吊装架14b吊住盒9的活动吊杆14b-1是转动的,吊装盒9时,活动吊杆14b-1是铅直向下的,行走起重装置5沿X方向空载运行时活动吊杆14b-1是水平的。As shown in FIGS. 51 to 53, the construction device 2 includes a hoisting frame 14 of the box 9. The hoisting frame 14 includes a fixed hoisting frame 14 a and a movable hoisting frame 14 b. The fixed hoisting frame 14 a holds the fixed boom 14 a-1 of the box 9. The fixed, movable lifting frame 14b is used to rotate the movable boom 14b-1 of the box 9. When the box 9 is lifted, the movable boom 14b-1 is vertically downward, and the walking lifting device 5 is unloaded in the X direction. The movable boom 14b-1 is horizontal during operation.
如图57所示,盒子建筑1a在X方向的两端包括无盒9的房间B2,房间B2由纵墙1-2Y、横墙1-2X和相邻的盒9围成,盒子建筑1a用施工装置2进行施工。As shown in FIG. 57, the box building 1a includes a room B2 without a box 9 at both ends in the X direction. The room B2 is surrounded by a vertical wall 1-2Y, a horizontal wall 1-2X, and an adjacent box 9. The box building 1a is used for The construction device 2 performs construction.
如图1~图5和图54~图57所示,A施工法:采用长行走支撑施工装置211的施工法,其包括如下施工步骤:As shown in FIG. 1 to FIG. 5 and FIG. 54 to FIG. 57, A construction method: a construction method using a long walking support construction device 211, which includes the following construction steps:
1)完成盒子建筑1a的基础施工,平整盒子建筑1a两侧的场地;1) Complete the foundation construction of the box building 1a and level the ground on both sides of the box building 1a;
2)在盒子建筑1a的基础X方向的两端面的外侧四个角部安装四根永久立柱31a,在盒子建筑1a的基础宽度Y方向的两外侧安装临时立柱31b;2) Four permanent pillars 31a are installed on the four corners on the outer sides of the two ends of the X direction of the foundation of the box building 1a, and temporary columns 31b are installed on the two outer sides of the Y direction of the foundation of the box building 1a;
3)安装大轨道装置4a,在大框架4a-1上分别靠近永久立柱31a和临时立柱31b的位置各安装一套框架锁定装置11,通过框架锁定装置11将大框架4a-1与立柱3锁定连接成一体;3) Install the large rail device 4a, and install a frame locking device 11 on the large frame 4a-1 near the permanent column 31a and the temporary column 31b, respectively. The large frame 4a-1 and the column 3 are locked by the frame locking device 11 Connected into one;
4)在横向轨道4-1-1上安装长底部行走起重装置51a,长底部行走起重装置51a装有行走支撑装置6;4) Install a long bottom walking lifting device 51a on the lateral track 4-1-1, and the long bottom walking lifting device 51a is equipped with a walking support device 6;
5)长底部行走起重装置51a通过横向轨道4-1-1沿着X方向运行至设定位置盒9的安装位置,通过行走升降装置6-2调节行走支撑柱6-3底部的高度,使行走支撑柱6-3的底部支撑在装配式建筑1已建部分的顶部;5) The long bottom walking lifting device 51a runs in the X direction through the transverse rail 4-1-1 to the installation position of the set position box 9 and adjusts the height of the bottom of the walking support column 6-3 through the walking lifting device 6-2. The bottom of the walking support column 6-3 is supported on the top of the built part of the prefabricated building 1;
6)盒9运至盒子建筑1a外侧待吊装位置,起重机5y-3通过纵向轨道5x-1-1沿着Y方向运行至盒9上方,下降至设定位置;6) The box 9 is transported to the outside of the box building 1a to be hoisted. The crane 5y-3 runs through the longitudinal rail 5x-1-1 in the Y direction above the box 9 and descends to the set position.
7)起重机5y-3通过固定吊装架14a携带盒9上升、平移和下降完成盒9的安装,即完成第一层第一个房间A的安装;7) The crane 5y-3 completes the installation of the box 9 by lifting, translating and lowering the carrying box 9 by the fixed lifting frame 14a, that is, the installation of the first room A of the first floor is completed;
8)将固定吊装架14a与盒9脱离,通过行走升降装置6-2调节行走支撑柱6-3底部的高度,使行走支撑柱6-3的底部脱离装配式建筑1已建部分的顶部,长底部行走起重装置51a携带 固定吊装架14a沿X方向运行至下个盒9的安装位置;8) Detach the fixed lifting frame 14a from the box 9, and adjust the height of the bottom of the walking support column 6-3 through the walking lifting device 6-2, so that the bottom of the walking support column 6-3 is separated from the top of the built part of the assembled building 1, The long bottom walking lifting device 51a carries the fixed lifting frame 14a running in the X direction to the installation position of the next box 9;
9)重复步骤6至7的作业,完成盒9的安装;9) Repeat steps 6 to 7 to complete the installation of box 9;
10)不断重复上述8至9步骤的施工,完成本层的所有盒9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 9 on this floor, that is, to complete the construction of the room on this floor as Room A;
11)将纵墙1-2Y和横墙1-2X运至盒子建筑1a外侧待吊装位置,起重机5y-3沿Y方向运行至纵墙1-2Y和横墙1-2X的上方,下降至设定位置;11) Transport the vertical wall 1-2Y and horizontal wall 1-2X to the outside of the box building 1a to be hoisted. The crane 5y-3 runs in the Y direction to above the vertical wall 1-2Y and horizontal wall 1-2X, and descends to the equipment. Fixed position
12)起重机5y-3分别吊着纵墙1-2Y和横墙1-2X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1-2Y和横墙1-2X的安装;12) The crane 5y-3 lifts the vertical wall 1-2Y and the horizontal wall 1-2X to the set height, runs in the Y direction to the installation position and then descends, completing the installation of the vertical wall 1-2Y and the horizontal wall 1-2X. ;
13)框架锁定装置11与立柱3解锁脱开,行走升降装置6-2通过行走支撑柱6-3作用在装配式建筑1已建部分的顶部,顶升主机架5x-1,主机架5x-1通过横向行走轮5x-2顶升机架4a-1,当大轨道装置4a和长底部行走起重装置51a升高一层后,将立柱框架锁定装置11与立柱3锁定,加长立柱31-1,开始进入上一层盒9的安装;13) The frame locking device 11 is unlocked and disengaged from the column 3, and the walking lifting device 6-2 acts on the top of the built part of the prefabricated building 1 through the walking support column 6-3, lifting the main frame 5x-1, and the main frame 5x- 1 Through the horizontal walking wheels 5x-2 to lift the frame 4a-1, after the large track device 4a and the long bottom walking lifting device 51a are raised one level, the column frame locking device 11 is locked with the column 3, and the column 31- 1. Start the installation of the upper box 9;
14)重复上述6至7步骤的施工,完成盒9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 9, 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1-4的安装,完成盒子建筑1a的全部施工,施工装置2中的行走起重装置5沿横向轨道4-1-1运行至盒子建筑1a外,施工装置2和轨道框架4-1一起下降至地面再拆除。16) Repeat the above-mentioned steps 13 to 15 and the installation of the top roof 1-4 to complete all the construction of the box building 1a. The walking lifting device 5 in the construction device 2 runs along the lateral track 4-1-1 to the box Outside the building 1a, the construction device 2 and the track frame 4-1 are lowered to the ground together and then demolished.
如图24~图31和图58~图59所示,B施工法:采用短立柱支撑施工装置213的施工法,其包括如下施工步骤:As shown in FIGS. 24 to 31 and 58 to 59, the B construction method: a construction method using a short column to support the construction device 213, which includes the following construction steps:
1)完成盒子建筑1a的基础施工,平整盒子建筑1a两侧的场地;1) Complete the foundation construction of the box building 1a and level the ground on both sides of the box building 1a;
2)在盒子建筑1a的基础X方向的两端面的外侧四个角部安装四根永久立柱31a,在盒子建筑1a的基础宽度Y方向的两外侧安装四根临时立柱31b;2) Four permanent pillars 31a are installed on the four outer corners of the two ends of the X direction of the foundation of the box building 1a, and four temporary pillars 31b are installed on the two outer sides of the Y direction of the foundation of the box building 1a;
3)安装大轨道装置4a,在大框架4a-1上分别靠近四根永久立柱31a位置各安装一套共四套框架锁定装置11,通过八套框架锁定装置11将大框架4a-1与四根永久立柱31a、四套临时立柱31b锁定连接成一体;将立柱升降装置8-2的一端固定在大框架4a-1上,框架锁定装置11固定在轨道框架4-1上,通过框架锁定装置11将大框架4a-1与四根临时立柱31b锁定连接成一体;3) Install the large track device 4a, and install a total of four sets of frame locking devices 11 on the large frame 4a-1 near the four permanent posts 31a. The eight frames of locking devices 11 are used to connect the large frames 4a-1 and four One permanent column 31a and four sets of temporary columns 31b are locked and connected into one body; one end of the column lifting device 8-2 is fixed on the large frame 4a-1, and the frame locking device 11 is fixed on the track frame 4-1. Through the frame locking device 11 Lock the large frame 4a-1 and the four temporary columns 31b into one;
4)在横向轨道4-1-1上安装短底部行走起重装置51b;4) Install a short bottom walking lifting device 51b on the lateral track 4-1-1;
5)盒9运至永久立柱31a的外侧待吊装位置,短底部行走起重装置51b通过横向轨道4-1-1 沿着X方向运行至盒9的上方;5) The box 9 is transported to the outside of the permanent column 31a to be hoisted, and the short bottom walking lifting device 51b runs in the X direction to the upper side of the box 9 through the lateral track 4-1-1;
6)起重机5y-3通过纵向轨道5x-1-1沿着Y方向运行至盒9上方,下降至设定位置;6) The crane 5y-3 runs through the longitudinal rail 5x-1-1 to the top of the box 9 in the Y direction and descends to the set position;
7)起重机5y-3通过固定吊装架14a携带盒9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9的安装,即完成第一层第一个房间A的安装;7) The crane 5y-3 raises the box 9 to a set height by moving the fixed lifting frame 14a, moves to the installation position in the X direction, and completes the installation of the box 9 to complete the installation of the first room A on the first floor;
8)将固定吊装架14a与盒9脱离,短底部行走起重装置51b携带固定吊装架14a沿X方向运行至下个盒9的待吊装位置;8) Detach the fixed hoisting frame 14a from the box 9, and the short bottom walking lifting device 51b carries the fixed hoisting frame 14a running in the X direction to the next box 9 to be hoisted;
9)重复步骤6至7的作业,完成盒9的安装;9) Repeat steps 6 to 7 to complete the installation of box 9;
10)不断重复上述8至9步骤的施工,完成本层的所有盒9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 9 on this floor, that is, to complete the construction of the room on this floor as Room A;
11)将纵墙1-2Y和横墙1-2X运至永久立柱31a外侧待吊装位置,起重机5y-3沿X方向运行至纵墙1-2Y和横墙1-2X的上方,下降至设定位置;11) Transport the vertical wall 1-2Y and the horizontal wall 1-2X to the position to be hoisted outside the permanent column 31a. The crane 5y-3 runs in the X direction to above the vertical wall 1-2Y and the horizontal wall 1-2X, and descends to the setting point. Fixed position
12)起重机5y-3分别吊着纵墙1-2Y和横墙1-2X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1-2Y和横墙1-2X的安装;12) The crane 5y-3 lifts the vertical wall 1-2Y and the horizontal wall 1-2X to the set height, runs in the X direction to the installation position and then descends, completing the installation of the vertical wall 1-2Y and the horizontal wall 1-2X. ;
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31b锁定固连成一体,将框架锁定装置11与临时立柱31b解锁脱开,将框架锁定装置11与永久立柱31a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31b,将大轨道装置4a和短底部行走起重装置51b升高一层后,将框架锁定装置11与临时立柱31b锁定,将框架锁定装置11与永久立柱31a锁定,即大框架4a-1与立柱3固连成一体,安装连接件3-2,将立柱31-1与盒子建筑1a连接成一体,加长立柱31-1,开始进入上一层盒9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 fixes the column support block 8-1 and the temporary column 31b into one, and the frame locking device 11 and The temporary post 31b is unlocked and disengaged, the frame locking device 11 and the permanent post 31a are unlocked and disengaged, and the post lifting device 8-2 acts on the temporary post 31b through the post support block 8-1, lifting the large rail device 4a and the short bottom After the device 51b is raised one level, the frame locking device 11 is locked with the temporary column 31b, and the frame locking device 11 is locked with the permanent column 31a. That is, the large frame 4a-1 is fixedly integrated with the column 3, and the connecting member 3-2 is installed. , Connect the post 31-1 and the box building 1a into one, lengthen the post 31-1, and start the installation of the box 9 on the upper level;
14)重复上述6至7步骤的施工,完成盒9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 9, 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1-4的安装,完成盒子建筑1a的全部施工,拆除短底部行走起重装置51b、框架锁定装置11、立柱支撑装置8、大轨道装置4a和临时立柱31b。16) Repeat the above-mentioned steps 13 to 15 and the installation of the top floor 1-4, complete the construction of the box building 1a, remove the short bottom walking lifting device 51b, the frame locking device 11, the column support device 8, the large track Device 4a and temporary post 31b.
如图39~图43和图60~图62所示,C施工法:采用悬挂框架支撑施工装置221的施工法,纵向轨道5x-1-1上运行有两套纵行走装置5y,纵行走装置5y中的辅机架5y-1上有沿X方向布置的移动横向轨道5y-1-1,其施工包括如下步骤:As shown in Fig. 39 to Fig. 43 and Fig. 60 to Fig. 62, the C construction method: a construction method using a suspension frame to support the construction device 221. Two sets of vertical walking devices 5y and 5y run on the vertical rail 5x-1-1. The auxiliary rack 5y-1 in 5y has a moving lateral track 5y-1-1 arranged along the X direction, and its construction includes the following steps:
1)完成盒子建筑1a的基础施工,平整盒子建筑1a两侧的场地;1) Complete the foundation construction of the box building 1a and level the ground on both sides of the box building 1a;
2)在盒子建筑1a的基础X方向的两端面的外侧四个角部安装四根永久立柱31a;2) Four permanent pillars 31a are installed at the four outer corners of the two end surfaces of the X direction of the foundation of the box building 1a;
3)在盒子建筑1a的基础的上平面安装小轨道装置4b;安装框架支撑装置7,将框架支撑支架7-1安装在小框架4b-1上,框架支撑柱7-3的底部支撑在建筑1b已建部分的顶部,框架支撑装置7支撑小框架4b-1;在小框架4b-1上分别靠近四根永久立柱31a位置各安装一套共四套框架锁定装置11,通过四套框架锁定装置11将小框架4b-1与四根永久立柱31a锁定连接成一体;3) Install the small track device 4b on the upper plane of the foundation of the box building 1a; install the frame support device 7, install the frame support bracket 7-1 on the small frame 4b-1, and the bottom of the frame support column 7-3 is supported on the building At the top of the built part 1b, the frame support device 7 supports the small frame 4b-1; a total of four sets of frame locking devices 11 are installed on the small frame 4b-1 near the four permanent posts 31a, and locked by the four sets of frames The device 11 locks and connects the small frame 4b-1 and the four permanent posts 31a into one body;
4)在横向轨道4-1-1上安装短悬挂行走起重装置52b;4) Install a short suspension walking lifting device 52b on the lateral track 4-1-1;
5)盒9运至永久立柱31a外侧待吊装位置,短悬挂行走起重装置52b通过横向轨道4-1-1沿着X方向运行至盒9的上方,起重机5y-3通过纵向轨道5x-1-1沿着Y方向运行至盒9上方,下降至设定位置,起重机5y-3通过固定吊装架14a携带盒9上升至设定位置;5) The box 9 is transported to the outside of the permanent column 31a to be hoisted. The short suspension walking lifting device 52b runs in the X direction through the lateral track 4-1-1 to the top of the box 9, and the crane 5y-3 passes the vertical track 5x-1. -1 runs along the Y direction to above the box 9 and descends to the set position, and the crane 5y-3 lifts the box 9 to the set position through the fixed lifting frame 14a;
6)起重机5y-3通过纵向行走轮5y-2在纵向轨道5x-1-1上沿y方向运行和小横向行走轮5y-3-1在移动横向轨道5y-1-1上沿X方向运行,实现盒9的转动,使盒9在Y方向的最大长度小于两永久立柱31a的距离;6) The crane 5y-3 runs in the y direction on the longitudinal track 5x-1-1 through the longitudinal walking wheel 5y-2 and the small transverse travel wheel 5y-3-1 runs in the X direction on the moving lateral track 5y-1-1 , To achieve the rotation of the box 9, so that the maximum length of the box 9 in the Y direction is less than the distance between the two permanent posts 31a;
7)起重机5y-3通过固定吊装架14a携带盒9沿X方向运行至盒9的安装位置,当盒9所在安装位置有框架支撑装置7时,通过框架升降装置7-2使框架支撑柱7-3的底部上升至设定高度,盒9通过转动复位下降完成安装,即完成本层第一个房间A的安装;7) The crane 5y-3 carries the box 9 in the X direction to the installation position of the box 9 through the fixed lifting frame 14a. When the box 9 has a frame support device 7, the frame support column 7 is made by the frame lifting device 7-2. The bottom of the -3 rises to the set height, and the installation of the box 9 is completed by rotating and lowering, that is, the installation of the first room A of this floor is completed;
8)将固定吊装架14a与盒9脱离,所在安装位置的框架支撑装置7,通过框架升降装置7-2使框架支撑柱7-3下降,框架支撑柱7-3的底面支撑在已建成的盒子建筑1a顶面,短悬挂行走起重装置52b携带固定吊装架14a沿X方向运行至下个盒9的吊装位置;8) Detach the fixed lifting frame 14a from the box 9, the frame supporting device 7 at the installation position, and lower the frame supporting column 7-3 through the frame lifting device 7-2. The bottom surface of the frame supporting column 7-3 is supported on the built The top surface of the box building 1a, the short suspension walking lifting device 52b carries the fixed hoisting frame 14a running in the X direction to the hoisting position of the next box 9;
9)重复步骤6至7的作业,完成盒9的安装;9) Repeat steps 6 to 7 to complete the installation of box 9;
10)不断重复上述8至9步骤的施工,完成本层的所有盒9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 9 on this floor, that is, to complete the construction of the room on this floor as Room A;
11)将纵墙1-2Y和横墙1-2X运至永久立柱31a外侧待吊装位置,起重机5y-3沿着X方向运行至纵墙1-2Y和横墙1-2X的上方,下降至设定位置;11) Transport the vertical wall 1-2Y and the horizontal wall 1-2X to the position to be hoisted outside the permanent column 31a. The crane 5y-3 runs along the X direction to the top of the vertical wall 1-2Y and the horizontal wall 1-2X and descends to Set position
12)起重机5y-3分别吊着纵墙1-2Y和横墙1-2X上升、转动、平移、转动复位和下降完成纵墙1-2Y和横墙1-2X的安装;12) The crane 5y-3 hoisted the vertical wall 1-2Y and the horizontal wall 1-2X to ascend, rotate, translate, rotate and reset and lower, respectively, to complete the installation of the vertical wall 1-2Y and the horizontal wall 1-2X;
13)将框架锁定装置11与永久立柱31a解锁脱开,框架升降装置7-2通过框架支撑柱7-3作用于装配式建筑1已建部分的顶部,将小轨道装置4b和短悬挂行走起重装置52b升高一层后,将框架锁定装置11与永久立柱31a锁定,即小框架4b-1与永久立柱31a固连成一体,安装连接件3a-2,将立柱3a-1与盒子建筑1a连接成一体,加长立柱3a-1,开始进入上一层盒9 的安装;13) Unlock and disengage the frame locking device 11 from the permanent post 31a. The frame lifting device 7-2 acts on the top of the built part of the prefabricated building 1 through the frame support column 7-3, and moves the small track device 4b and the short suspension to walk. After the heavy device 52b is raised one level, the frame locking device 11 is locked with the permanent column 31a, that is, the small frame 4b-1 is fixedly integrated with the permanent column 31a, and the connecting member 3a-2 is installed to connect the column 3a-1 with the box building. 1a is connected as a whole, the post 3a-1 is lengthened, and the installation of the upper box 9 is started;
14)重复上述5至7步骤的施工,完成盒9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 5 to 7 above to complete the installation of box 9, 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1-4的安装,完成盒子建筑1a的全部施工,拆除短悬挂行走起重装置52b、框架支撑装置7、支撑装置9和小轨道装置4b。16) Repeat the above-mentioned steps 13 to 15 and the installation of the top roof 1-4, complete the construction of the box building 1a, and remove the short suspension walking lifting device 52b, the frame support device 7, the support device 9, and the small track device. 4b.
如图46~图47和图63~图64所示,D施工法:采用悬挂纵进施工装置223的施工法,纵向轨道5x-1-1上运行有两套纵行走装置5y,纵行走装置5y中的辅机架5y-1上有沿X方向布置的移动横向轨道5y-1-1,其施工包括如下步骤:As shown in Fig. 46 to Fig. 47 and Fig. 63 to Fig. 64, D construction method: a construction method using a suspension longitudinal advance construction device 223, two sets of vertical walking devices 5y and 5y running on a vertical rail 5x-1-1 The auxiliary rack 5y-1 in 5y has a moving lateral track 5y-1-1 arranged along the X direction, and its construction includes the following steps:
1)完成盒子建筑1a的基础施工,平整盒子建筑1a两侧的场地;1) Complete the foundation construction of the box building 1a and level the ground on both sides of the box building 1a;
2)在盒子建筑1a的基础X方向的两端面的外侧四个角部安装四根永久立柱31a;2) Four permanent pillars 31a are installed at the four outer corners of the two end surfaces of the X direction of the foundation of the box building 1a;
3)在盒子建筑1a的基础的上平面安装小轨道装置4b;安装框架支撑装置7,将框架支撑支架7-1安装在小框架4b-1上,框架支撑柱7-3的底部支撑在建筑1b已建部分的顶部,框架支撑装置7支撑小框架4b-1;在小框架4b-1上分别靠近四根永久立柱31a位置各安装一套共四套框架锁定装置11,通过四套框架锁定装置11将小框架4b-1与四根永久立柱31a锁定连接成一体;3) Install the small track device 4b on the upper plane of the foundation of the box building 1a; install the frame support device 7, install the frame support bracket 7-1 on the small frame 4b-1, and the bottom of the frame support column 7-3 is supported on the building At the top of the built part 1b, the frame support device 7 supports the small frame 4b-1; a total of four sets of frame locking devices 11 are installed on the small frame 4b-1 near the four permanent posts 31a, and locked by the four sets of frames The device 11 locks and connects the small frame 4b-1 and the four permanent posts 31a into one body;
4)在横向轨道4-1-1上安装长悬挂行走起重装置52a;4) Install a long suspension walking lifting device 52a on the lateral track 4-1-1;
5)盒9运至盒子建筑1aY方向的外侧待吊装位置,长悬挂行走起重装置52a通过横向轨道4-1-1沿着X方向运行至盒9的上方,当长悬挂行走起重装置52a运行所在位置有框架支撑装置7时,通过框架升降装置7-2使框架支撑柱7-3的底部上升至设定高度,待长悬挂行走起重装置52a通过后,框架支撑装置7再复位;5) The box 9 is transported to the outside to be hoisted in the 1aY direction of the box building. The long suspension walking lifting device 52a runs in the X direction to the top of the box 9 through the transverse rail 4-1-1. When the long suspension walking lifting device 52a When there is a frame support device 7 at the operation position, the bottom of the frame support column 7-3 is raised to a set height by the frame lifting device 7-2. After the long suspension walking lifting device 52a passes, the frame support device 7 is reset again;
6)起重机5y-3通过纵向轨道5x-1-1沿着Y方向运行至盒9上方,下降至设定位置,起重机5y-3通过固定吊装架14a携带盒9上升至设定位置,沿Y方向运行至盒9的安装位置;6) The crane 5y-3 runs above the box 9 through the longitudinal rail 5x-1-1 in the Y direction and descends to the set position. The crane 5y-3 rises to the set position by carrying the box 9 through the fixed lifting frame 14a and moves along the Y Direction to the installation position of box 9;
7)如盒9所在安装位置有框架支撑装置7时,通过框架升降装置7-2使框架支撑柱7-3的底部上升至设定高度,盒9通过起重机5y-3下降完成安装,即完成本层第一个房间A的安装;7) If there is a frame support device 7 at the installation position of the box 9, the bottom of the frame support column 7-3 is raised to the set height by the frame lifting device 7-2, and the box 9 is lowered by the crane 5y-3 to complete the installation, which is completed. Installation of the first room A on this floor;
8)将固定吊装架14a与盒9脱离,所在安装位置的框架支撑装置7,通过框架升降装置7-2使框架支撑柱7-3下降,框架支撑柱7-3的底面支撑在已建成的盒子建筑1a顶面,长悬挂行走起重装置52a携带固定吊装架14a沿X方向运行至下个盒9的安装位置;8) Detach the fixed lifting frame 14a from the box 9, the frame supporting device 7 at the installation position, and lower the frame supporting column 7-3 through the frame lifting device 7-2. The bottom surface of the frame supporting column 7-3 is supported on the built On the top surface of the box building 1a, the long suspension walking lifting device 52a carries the fixed hoisting frame 14a running in the X direction to the installation position of the next box 9;
9)重复步骤6至7的作业,完成盒9的安装;9) Repeat steps 6 to 7 to complete the installation of box 9;
10)不断重复上述8至9步骤的施工,完成本层的所有盒9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 9 on this floor, that is, to complete the construction of room A on this floor;
11)将纵墙1-2Y和横墙1-2X运至盒子建筑1a外侧待吊装位置,起重机5y-3沿Y方向运行至纵墙1-2Y和横墙1-2X的上方,下降至设定位置;11) Transport the vertical wall 1-2Y and horizontal wall 1-2X to the outside of the box building 1a to be hoisted. The crane 5y-3 runs in the Y direction to above the vertical wall 1-2Y and horizontal wall 1-2X, and descends to the equipment. Fixed position
12)起重机5y-3分别吊着纵墙1-2Y和横墙1-2X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1-2Y和横墙1-2X的安装;12) The crane 5y-3 lifts the vertical wall 1-2Y and the horizontal wall 1-2X to the set height, runs in the Y direction to the installation position and then descends, completing the installation of the vertical wall 1-2Y and the horizontal wall 1-2X. ;
13)将框架锁定装置11与永久立柱31a解锁脱开,框架升降装置7-2通过框架支撑柱7-3作用于装配式建筑1已建部分的顶部,将小轨道装置4b和长悬挂行走起重装置52a升高一层后,将框架锁定装置11与永久立柱31a锁定,即小框架4b-1与永久立柱31a固连成一体,安装连接件3a-2,将立柱3a-1与盒子建筑1a连接成一体,加长立柱3a-1,开始进入上一层盒9的安装;13) Unlock and disengage the frame locking device 11 from the permanent post 31a. The frame lifting device 7-2 acts on the top of the built part of the prefabricated building 1 through the frame support column 7-3, and walks the small track device 4b and the long suspension. After the heavy device 52a is raised by one layer, the frame locking device 11 is locked with the permanent column 31a, that is, the small frame 4b-1 is fixedly integrated with the permanent column 31a, and the connecting member 3a-2 is installed to connect the column 3a-1 with the box building. 1a is connected as a whole, the post 3a-1 is lengthened, and the installation of the upper box 9 is started;
14)重复上述5至7步骤的施工,完成盒9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 5 to 7 above to complete the installation of box 9, 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1-4的安装,完成盒子建筑1a的全部施工,拆除长悬挂行走起重装置52a、框架支撑装置7、支撑装置9和小轨道装置4b。16) Repeat the above-mentioned steps 13 to 15 and the installation of the top floor 1-4, complete the construction of the box building 1a, and remove the long suspension walking lifting device 52a, the frame support device 7, the support device 9, and the small track device. 4b.
如图65所示,建筑1是由若干个盒子建筑1a组成的异形建筑1b,建筑1b的施工装置2包括若干个轨道装置4,各轨道装置4中的横向轨道4-1-1上均运行有各自的行走起重装置5。As shown in FIG. 65, the building 1 is a special-shaped building 1b composed of a plurality of box buildings 1a. The construction device 2 of the building 1b includes a plurality of track devices 4. Each of the track devices 4 runs on the lateral track 4-1-1. There are respective walking lifting devices 5.

Claims (10)

  1. 装配式建筑的施工装置,其特征是装配式建筑(1)的施工装置(2)包括导向装置(3)、轨道装置(4)和行走起重装置(5),导向装置(3)位于装配式建筑(1)外,导向装置(3)包括立柱装置(31)和/或爬升装置(32)两种结构,立柱装置(31)包括立柱(31-1)和连接件(31-2),通过连接件(31-2)将立柱(31-1)与装配式建筑(1)连接成一体,立柱装置(31)包括永久立柱(31a)和临时立柱(31b)两种结构,永久立柱(31a)是装配式建筑(1)的组成部分,临时立柱(31b)是待装配式建筑(1)施工完成后需拆除的临时支撑;爬升装置(32)包括活动立柱(32-1)和连接装置(32-2),通过连接装置(32-2)将活动立柱(32-1)与装配式建筑(1)连接在一起;轨道装置(4)包括轨道框架(4-1)和导向接口装置(4-2),设X方向为装配式建筑(1)的长度方向,Y方向为垂直于长度X的方向,当装配式建筑(1)为弧形时,则X是弧形装配式建筑(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,轨道框架(4-1)包括沿装配式建筑(1)X方向的横向轨道(4-1-1),导向接口装置(4-2)位于导向装置(3)处,通过导向接口装置(4-2)使轨道框架(4-1)在导向装置(3)限制的范围内升降,即导向装置(3)是轨道框架(4-1)的在X和Y两方向的限位装置,轨道框架(4-1)包括两横向轨道(4-1-1)在Y方向的距离大于装配式建筑(1)的大框架(4a-1)和小于装配式建筑(1)的小框架(4b-1),对应的轨道装置(4)分别为大轨道装置(4a)和小轨道装置(4b);行走起重装置(5)包括横行走装置(5x)和纵行走装置(5y),横行走装置(5x)包括沿X方向运行的主机架(5x-1)和横向行走轮(5x-2),横向行走轮(5x-2)安装在主机架(5x-1)上,横向行走轮(5x-2)在横向轨道(4-1-1)上运行,当横向轨道(4-1-1)在Y方向的距离不是恒值时,横向行走轮(5x-2)包括纵向移动装置(5x-2y),即通过纵向移动装置(5x-2y)在主机架(5x-1)上沿Y方向的移动,使横向行走轮(5x-2)在Y方向之间的距离等于横向轨道(4-1-1)在Y方向的距离,行走起重装置(5)通过横行走装置(5x)沿X方向运行;纵行走装置(5y)包括沿Y方向运行的辅机架(5y-1)、纵向行走轮(5y-2)和起重机(5y-3),纵向行走轮(5y-2)安装在辅机架(5y-1)上,起重机(5y-3)安装在辅机架(5y-1)上,主机架(5x-1)包括纵向行走轮(5y-2)沿Y方向运行的纵向轨道(5x-1-1),起重机(5y-3)通过纵向行走轮(5y-2)沿Y方向运行,即行走起重装置(5)通过横行走装置(5x)和纵行走装置(5y)实现起重机(5y-3)携带装配式建筑(1)的部件沿X和Y两方向的运行;纵向轨道(5x-1-1)包括在Y方向伸出横向轨道(4-1-1)的长轨道(5x-1-1a)和在Y方向不伸出横向轨道(4-1-1)的短轨道(5x-1-1b),对应于长轨道(5x-1-1a)的行走起重装置(5)和主机架(5x-1)为伸出横向轨道(4-1-1)的长行走起重装置(5a)和长机架(5x-1a),对应于短轨道(5x-1-1b)的行走起重装置(5)和主机架(5x-1)为不伸出横向轨道(4-1-1)的短行走起重装置(5b)和短机架(5x-1b),长行走起重装置(5a)将装配式建筑(1)的模块或部件通过起重机(5y-3)从装配式建筑(1)外侧沿Y方向和/或X方向吊入轨道框架(4-1)内进行安装,或对轨道框架(4-1)外的装配式建筑(1)进行安装,短行走起重装置(5b)将装配式建筑(1)的模块或部件通过起重机(5y-3)从装配式建筑(1)外侧沿X方向吊入轨道框架(4-1)内进行安装;行走起重装置(5)包括底部行走起重装置(51)和悬挂行走起重装置(52)两种结构,底部行走起重装置(51)是在横向轨道(4-1-1)上方运行的,包括伸出横向轨道(4-1-1)的长底部行走起重装置(51a)和不伸出横向轨道(4-1-1)的短底部行走起重装置(51b);悬挂行走起重装置(52)是悬挂在横向轨道(4-1-1)下方运行,包括伸出导向装置(3)的长悬挂行走起重装置(52a)和不伸出导向装置(3)的短悬挂行走起重装置(52b);施工装置(2)还包括行走支撑装置(6)、框架支撑装置(7)和立柱支撑装置(8)中的一种或两种或三种,行走支撑装置(6)包括行走支撑支架(6-1)、行走升降装置(6-2)和行走支撑柱(6-3),行走支撑支架(6-1)安装在主机架(5x-1)上,行走升降装置(6-2)调节行走支撑柱(6-3)底部的高度,吊装装配式建筑(1)的部件或顶升轨道框架(4-1)时,行走支撑柱(6-3)的底部支撑在装配式建筑(1)已建部分的顶部;框架支撑装置(7)包括框架支撑支架(7-1)、框架升降装置(7-2)和框架支撑柱(7-3),框架支 撑支架(7-1)安装在轨道框架(4-1)上,框架升降装置(7-2)调节框架支撑柱(7-3)底部的高度,当框架支撑柱(7-3)的底部支撑在装配式建筑(1)已建部分的顶部时,框架支撑装置(7)支撑轨道框架(4-1);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(4-1)上,支撑块锁定装置(8-3)固定在立柱支撑块(8-1)上,当导向装置(3)为立柱装置(31)时,支撑块锁定装置(8-3)与立柱(31-1)解锁,通过立柱升降装置(8-2)调节立柱支撑块(8-1)的高度;当导向装置(3)为爬升装置(32)时,立柱支撑块(8-1)就是活动立柱(32-1),支撑块锁定装置(8-3)就是连接装置(32-2),支撑块锁定装置(8-3)与装配式建筑(1)锁定时,即连接装置(32-2)将活动立柱(32-1)与装配式建筑(1)连接在一起时,通过立柱升降装置(8-2)调节轨道框架(4-1)的高度,当支撑块锁定装置(8-3)与装配式建筑(1)解锁时,即使活动立柱(32-1)与装配式建筑(1)脱开时,通过立柱升降装置(8-2)调节活动立柱(32-1)的高度。Construction device of prefabricated building, characterized in that construction device (2) of prefabricated building (1) includes guide device (3), track device (4) and walking lifting device (5), and the guide device (3) is located in the assembly Outside the building (1), the guide device (3) includes two structures of a column device (31) and / or a climbing device (32), and the column device (31) includes a column (31-1) and a connector (31-2) The pillar (31-1) is connected to the prefabricated building (1) by a connector (31-2). The pillar device (31) includes two types of structures: permanent pillar (31a) and temporary pillar (31b). (31a) is a component part of the prefabricated building (1), and the temporary post (31b) is a temporary support to be removed after the construction of the prefabricated building (1) is completed; the climbing device (32) includes a movable post (32-1) and The connecting device (32-2) connects the movable column (32-1) with the prefabricated building (1) through the connecting device (32-2); the track device (4) includes a track frame (4-1) and a guide Interface device (4-2), where X direction is the length direction of the prefabricated building (1), Y direction is the direction perpendicular to the length X, and when the prefabricated building (1) is arc-shaped, X is an arc-shaped assembly Contour arc of Chinese style building (1) The center arc line, the Y direction is the direction where the position is perpendicular to the arc line X, the track frame (4-1) includes a transverse track (4-1-1) along the X direction of the prefabricated building (1), and the guide interface device (4 -2) It is located at the guide device (3), and the track frame (4-1) is lifted and lowered within the range restricted by the guide device (3) through the guide interface device (4-2), that is, the guide device (3) is the track frame ( 4-1) Limiting device in X and Y directions, the track frame (4-1) includes two lateral rails (4-1-1) with a larger distance in the Y direction than the large frame of the prefabricated building (1) ( 4a-1) and the small frame (4b-1) smaller than the prefabricated building (1), the corresponding track devices (4) are the large track device (4a) and the small track device (4b); the walking lifting device (5 ) Includes a horizontal walking device (5x) and a vertical walking device (5y). The horizontal walking device (5x) includes a main frame (5x-1) and a horizontal walking wheel (5x-2) and a horizontal walking wheel (5x) running in the X direction. -2) Installed on the main frame (5x-1), the horizontal walking wheel (5x-2) runs on the horizontal rail (4-1-1), when the distance of the horizontal rail (4-1-1) in the Y direction When it is not a constant value, the horizontal walking wheel (5x-2) includes a vertical moving device (5x-2y), that is, a vertical moving device (5x-2y) Movement on the main frame (5x-1) in the Y direction, so that the distance between the transverse walking wheel (5x-2) in the Y direction is equal to the distance of the transverse track (4-1-1) in the Y direction, and walking and lifting The device (5) runs in the X direction through a transverse travel device (5x); the longitudinal travel device (5y) includes an auxiliary frame (5y-1), a longitudinal travel wheel (5y-2), and a crane (5y- 3), the longitudinal traveling wheel (5y-2) is installed on the auxiliary frame (5y-1), the crane (5y-3) is installed on the auxiliary frame (5y-1), and the main frame (5x-1) includes the longitudinal direction The longitudinal track (5x-1-1) of the traveling wheel (5y-2) running in the Y direction, and the crane (5y-3) running in the Y direction by the longitudinal traveling wheel (5y-2), that is, the walking lifting device (5) Through the horizontal running device (5x) and vertical running device (5y), the crane (5y-3) can carry the components of the prefabricated building (1) to run in the X and Y directions; the longitudinal track (5x-1-1) is included in The long orbit (5x-1-1a) extending out of the transverse orbit (4-1-1) in the Y direction and the short orbit (5x-1-1b) not extending out of the transverse orbit (4-1-1) in the Y direction, The walking lifting device (5) and the main frame (5x-1) corresponding to the long rail (5x-1-1a) are the long walking lifting device (5a) and the long Rack (5x-1a), right The walking lifting device (5) and the main frame (5x-1) that should be applied to the short track (5x-1-1b) are short walking lifting devices (5b) and Short frame (5x-1b), long walking lifting device (5a) will move the modules or components of the prefabricated building (1) by crane (5y-3) from the outside of the prefabricated building (1) in the Y direction and / or X Direction into the rail frame (4-1) for installation, or to install the prefabricated building (1) outside the rail frame (4-1), the short walking lifting device (5b) The module or component is hoisted into the track frame (4-1) from the outside of the assembled building (1) in the X direction by a crane (5y-3) for installation; the walking lifting device (5) includes a bottom walking lifting device (51) And suspended walking lifting device (52), the bottom walking lifting device (51) runs above the transverse rail (4-1-1), including the length of the projecting transverse rail (4-1-1). Bottom walking lifting device (51a) and short bottom walking lifting device (51b) without extending lateral rail (4-1-1); suspension walking lifting device (52) is suspended on lateral rail (4-1- 1) Running below, including long suspension walking lifting device (52a) extending out of guide (3) and The short suspension walking lifting device (52b) out of the guide device (3); the construction device (2) further includes one or two of a walking support device (6), a frame support device (7) and a column support device (8) One or three types. The walking support device (6) includes a walking support bracket (6-1), a walking lifting device (6-2), and a walking support column (6-3). The walking support bracket (6-1) is installed on the host. On the frame (5x-1), the walking lifting device (6-2) adjusts the height of the bottom of the walking support column (6-3), when hoisting parts of the fabricated building (1) or lifting the track frame (4-1), The bottom of the walking support column (6-3) is supported on the top of the built part of the prefabricated building (1); the frame support device (7) includes a frame support bracket (7-1), a frame lifting device (7-2) and a frame The support column (7-3), the frame support bracket (7-1) is installed on the track frame (4-1), and the frame lifting device (7-2) adjusts the height of the bottom of the frame support column (7-3). When the bottom of the support column (7-3) is supported on the top of the built part of the prefabricated building (1), the frame support device (7) supports the track frame (4-1); the column support device (8) includes a column support block ( 8-1), column lifting device (8-2) and support block lock (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 track frame (4-1), and the support block locking device (8-3) ) Is fixed on the column support block (8-1), when the guide device (3) is a column device (31), the support block locking device (8-3) is unlocked from the column (31-1), and the column lifting device ( 8-2) Adjust the height of the column support block (8-1); when the guide device (3) is a climbing device (32), the column support block (8-1) is a movable column (32-1), and the support block is locked The device (8-3) is the connection device (32-2). When the support block locking device (8-3) is locked with the prefabricated building (1), the connection device (32-2) moves the movable column (32-1) When connected with the prefabricated building (1), the height of the track frame (4-1) is adjusted by the column lifting device (8-2), and the support block locking device (8-3) is unlocked from the prefabricated building (1) At this time, even when the movable column (32-1) is disconnected from the prefabricated building (1), the height of the movable column (32-1) is adjusted by the column lifting device (8-2).
  2. 根据权利要求1所述的装配式建筑的施工装置,其特征在于所述的装配式建筑(1)包括盒子建筑(1a),盒子建筑(1a)包括顶板(1-1)、外墙(1-2)、基础(1-3)和盒(9),外墙(1-2)包括X方向布置的横墙(1-2X)和Y方向布置的纵墙(1-2Y),盒(9)在盒子建筑(1a)中的布置包括在X方向和高度方向是间隔错开的排列布置,盒(9)包括顶板(9-1)、盒侧墙(9-2)、底板(9-3)、盒端墙(9-4)和梁柱框(10),盒(9)的内部空腔形成了房间The construction device of a prefabricated building according to claim 1, characterized in that the prefabricated building (1) includes a box building (1a), and the box building (1a) includes a top plate (1-1) and an outer wall (1) -2), foundation (1-3) and box (9), outer wall (1-2) includes horizontal wall (1-2X) arranged in X direction and vertical wall (1-2Y) arranged in Y direction, box ( 9) The arrangement in the box building (1a) includes an arrangement that is staggered in the X direction and the height direction. The box (9) includes a top plate (9-1), a box side wall (9-2), and a bottom plate (9- 3), the box end wall (9-4) and the beam and column frame (10), the internal cavity of the box (9) forms a room
    (A),即房间(A)是所在位置有盒(9)的房间,设房间(B)是所在位置没有盒(9)的房间,则间隔错开排列的角部相连的四个盒(9)围成的空间形成了房间(B1);当基础(1-3)为墙基时包括Y方向两侧的沿X方向布置的横基础(1-3X),梁柱框(10)位于横基础(1-3X)的正上方,梁柱框(10)包括顶梁(10-1)、底梁(10-2)和柱(10-3),梁柱框(10)的外侧包括相邻房间(B)的横墙(1-2X),梁柱框(10)的内侧包括盒端墙(9-4),顶梁(10-1)是盒顶(9-1)两端的组成部分,包括盒外顶梁(10-1-1)和/或盒内顶梁(10-1-2),盒外顶梁(10-1-1)是相邻上层房间(B)的横墙(1-2X)的底部,盒内顶梁(10-1-2)是盒端墙(9-4)的上部,底梁(10-2)是盒底(9-3)两端的组成部分,包括盒外底梁(10-2-1)和/或盒内底梁(10-2-2),盒外底梁(10-2-1)是相邻下层房间(B)的横墙(1-2X)的上部,盒内底梁(10-2-2)是盒端墙(9-4)的底部,柱(10-3)是盒侧墙(9-2)两端的组成部分,包括盒外柱(10-3-1)和/或盒内柱(10-3-2),盒外柱(10-3-1)是水平相邻房间(B)的横墙(1-2X)的侧部,盒内柱(10-3-2)是盒端墙(9-4)的侧部,当施工完成后,水平相邻的顶梁(10-1)和底梁(10-2)连接成一体后形成了建筑(1a)X方向的梁,上下相邻的柱(10-3)连接成一体后形成了建筑(1a)的柱;设第m层第n排的房间(mn)为有盒(9)的房间(mnA),则位于房间(mnA)位置的盒(9)的上下左右无盒(9),此模块(1-1a)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(9)的角部相连;设第m层第n排的房间(mn)为所在位置无盒(9)的房间(mnB),即房间(mnB)的顶面是位于房间(m+1n) 的盒(9)底板(9-3)的下平面,房间(mnB)的地面是位于房间(m-1n)的盒(9)顶板(9-1)的上平面,房间(mnB)的侧墙面分别是位于房间(mn-1)和房间(mn+1)的盒(9)中盒侧墙(9-2)的外壁,即盒侧墙(9-2)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(9)底板(9-3)的上平面,与分别位于房间(m-1n-1)和房间(m-1n+1)的盒(9)顶板(9-1)的上平面平;房间(mn)为房间(mnB)时,位于房间(m-1n)的盒(9)顶板(9-1)的上平面,与分别位于房间(mn-1)和房间(mn+1)的盒(9)底板(9-3)的上平面平;即对角线方向相邻的盒(9)安装相连成一体时,盒(9)的顶板(9-1)的上平面与上一层角部相连的两盒(9)底板(9-3)的上平面平,盒(9)的底板(9-3)的上平面与下一层角部相连的两盒(9)顶板(9-1)的上平面平,盒(9)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;(A), that is, room (A) is a room with a box (9) at its location, and room (B) is a room without a box (9) at its location, then the four boxes (9) connected at staggered corners are connected The space enclosed by) forms the room (B1); when the foundation (1-3) is a wall foundation, it includes the transverse foundation (1-3X) arranged in the X direction on both sides of the Y direction, and the beam and column frame (10) is located in the horizontal direction. Directly above the foundation (1-3X), the beam-column frame (10) includes the top beam (10-1), the bottom beam (10-2), and the column (10-3). The outer side of the beam-column frame (10) includes the phase The transverse wall (1-2X) of the adjacent room (B), the inside of the beam and column frame (10) includes the box end wall (9-4), and the top beam (10-1) is the composition of the two ends of the box top (9-1) Part, including the box top beam (10-1-1) and / or the box top beam (10-1-2), the box top beam (10-1-1) is the horizontal cross-section of the adjacent upper room (B) The bottom of the wall (1-2X), the top beam (10-1-2) inside the box is the upper part of the end wall (9-4), and the bottom beam (10-2) is the end of the bottom of the box (9-3) Part, including the box bottom sill (10-2-1) and / or the box bottom sill (10-2-2), the box sill (10-2-1) is the cross section of the adjacent lower room (B) The upper part of the wall (1-2X), the bottom beam (10-2-2) inside the box is the bottom of the end wall (9-4), and the column (10-3) is the end of the box side wall (9-2). Part, package The outer column (10-3-1) and / or the inner column (10-3-2), the outer column (10-3-1) is the horizontal wall (1-2X) of the horizontally adjacent room (B) The inner part of the box (10-3-2) is the side of the box end wall (9-4). When the construction is completed, the horizontally adjacent top beam (10-1) and bottom beam (10-2) ), The X-direction beam of the building (1a) is formed after being connected into one body, and the adjacent columns (10-3) are connected to form the post of the building (1a) after being integrated into one body; the mth and nth row rooms (mn ) Is a room (mnA) with a box (9), then there are no boxes (9) above, below, and around the box (9) at the position of the room (mnA). The four corners of this module (1-1a) are located in the room (m + 1n-1), room (m + 1n + 1), room (m-1n-1) and the corner of the box (9) of room (m-1n + 1) are connected; let the rooms in the mth and nth rows (mn) is the room (mnB) without box (9) at the location, that is, the top surface of the room (mnB) is the lower plane of the bottom plate (9-3) of the box (9) located in the room (m + 1n). The floor of mnB) is the upper plane of the top plate (9-1) of the box (9) in the room (m-1n). The side walls of the room (mnB) are located in the room (mn-1) and the room (mn + 1). The outer wall of the box side wall (9-2) in the box (9), that is, the inner and outer walls of the box side wall (9-2) are the inner walls of two adjacent rooms; (mn) When the height of the floor of the adjacent room is required to be the same, then when the room (mn) is the room (mnA), the upper plane of the bottom plate (9-3) of the box (9) located in the room (mnA) is different from that of the room. (m-1n-1) and the upper surface of the top plate (9-1) of the box (9) of the room (m-1n + 1) are flat; when the room (mn) is the room (mnB), it is located in the room (m-1n) The upper plane of the top plate (9-1) of the box (9) is flat with the upper plane of the bottom plate (9-3) of the box (9) located in the room (mn-1) and the room (mn + 1), respectively; When the adjacent boxes (9) in the line direction are installed and connected into one body, the upper plane of the top plate (9-1) of the box (9) and the upper plate of the two boxes (9) connected to the upper corners The plane is flat, and the upper plane of the bottom plate (9-3) of the box (9) is connected to the corners of the next layer. The upper plane of the top plate (9-1) of the two boxes (9) is flat. The outer four corners of the box (9) include bevels, Spaced gaps and three structures with both bevels and gaps;
    盒子建筑(1a)中盒(9)的施工,包括A施工法和B施工法:The construction of box (9) in box building (1a) includes construction method A and construction method B:
    A施工法:盒(9)在工厂完成制作后,整体运往现场吊装的;A construction method: after the box (9) is completed in the factory, it is shipped to the site for hoisting;
    B施工法:盒(9)是盒模块(9a),在工厂将盒模块(9a)中的各模块预制好,运至现场再装配成盒模块(9a),其装配包括B1法和B2法:Construction method B: The box (9) is a box module (9a). Each module in the box module (9a) is prefabricated at the factory and shipped to the site to be assembled into a box module (9a). The assembly includes the B1 method and the B2 method. :
    B1法:装配成盒模块(9a)后,再整体吊装;Method B1: After assembling into a box module (9a), hoist it as a whole;
    B2法:将预制好的盒模块(9a)中的各模块,分开吊装直接装配。Method B2: The modules in the pre-made box module (9a) are separately hoisted and directly assembled.
  3. 根据权利要求1所述的装配式建筑的施工装置,其特征在于所述的横向轨道(4-1-1)上运行有一台或多台行走起重装置(5),行走起重装置(5)中的纵向轨道(5x-1-1)上运行有一套或多套纵行走装置(5y),纵行走装置(5y)中的辅机架(5y-1)包括沿X方向布置的移动横向轨道(5y-1-1),起重机(5y-3)包括在移动横向轨道(5y-1-1)上沿X方向运行的小横向行走轮(5y-3-1),通过纵向行走轮(5y-2)在纵向轨道(5x-1-1)上沿y方向运行或小横向行走轮(5y-3-1)在移动横向轨道(5y-1-1)上沿X方向运行,实现起重机(5y-3)携带盒(9)或外墙(1-2)沿Y或X方向运行,起重机(5y-3)携带装配式建筑1中的部件通过纵向行走轮(5y-2)在纵向轨道(5x-1-1)上沿y方向运行和小横向行走轮(5y-3-1)在移动横向轨道(5y-1-1)上沿X方向运行,实现装配式建筑1中部件的转动。The construction device for a prefabricated building according to claim 1, characterized in that one or more walking lifting devices (5), the walking lifting devices (5) run on the transverse rail (4-1-1). One or more sets of vertical walking devices (5y) run on the vertical track (5x-1-1) in), and the auxiliary frame (5y-1) in the vertical walking device (5y) includes moving laterally arranged in the X direction The track (5y-1-1), the crane (5y-3) includes a small transverse traveling wheel (5y-3-1) running in the X direction on a moving transverse track (5y-1-1), and the longitudinal traveling wheel (5y-3-1) 5y-2) Run on the longitudinal track (5x-1-1) in the y direction or the small transverse walking wheel (5y-3-1) run on the mobile transverse track (5y-1-1) in the X direction to realize the crane (5y-3) Carrying case (9) or external wall (1-2) runs in the Y or X direction, and the crane (5y-3) carries the components in the prefabricated building 1 in the longitudinal direction by the longitudinal walking wheel (5y-2) The track (5x-1-1) runs in the y direction and the small transverse walking wheel (5y-3-1) runs on the moving transverse track (5y-1-1) in the X direction, realizing the components of the prefabricated building 1 Turn.
  4. 根据权利要求3所述的装配式建筑的施工装置,其特征在于所述的施工装置(2)包括框架锁定装置(11),框架锁定装置(11)安装在导向接口装置(4-2)上,框架锁定装置(11)动作时将轨道框架(4-1)固定与导向装置(3)固连成一体,当轨道框架(4-1)要升降时,需打开框架锁定装置(11)。The construction device of a prefabricated building according to claim 3, characterized in that the construction device (2) comprises a frame locking device (11), and the frame locking device (11) is mounted on the guide interface device (4-2) When the frame locking device (11) is in operation, the rail frame (4-1) is fixedly fixed to the guide device (3) as a whole. When the rail frame (4-1) is to be raised or lowered, the frame locking device (11) needs to be opened.
  5. 根据权利要求4所述的装配式建筑的施工装置,其特征在于所述的施工装置(2)包括使用底部行走起重装置(51)的长行走支撑施工装置(211)、长立柱支撑施工装置(212)、短立柱支撑施工装置(213)、短框架支撑施工装置(214)和长爬行支撑施工装置(215),还包括使用悬挂行走起重装置(52)的悬挂框架支撑施工装置(221)、悬挂立柱支撑施工装置(222)和悬挂纵进施工装置(223);长行走支撑施工装置(211)包括永久立柱(31a)、临时立柱(31b)、大轨道装置(4a)和长底部行走起重装置(51a),在大框架(4a-1)靠近立柱(3)的位置都装有框架锁定装置(11),永久立柱(31a)和临时立柱(31b)均有框架锁定装置(11)的接口,长底部行走起重装置(51a)装有行走支撑装置(6);长立柱支撑施工装置(212)包括永久立柱(31a)、临时立柱(31b)、大轨道装置(4a)和长底部行走起重装置(51a),在大框架(4a-1)靠近永久立柱(31a)的位置都装有框架锁定装置(11),靠近临时立柱(31b)的位置都装有立柱支撑装置(8),永久立柱(31a)有框架锁定装置(11)的接口,临时立柱(31b)有立柱锁定装置(8-3)的接口;短立柱支撑施工装置(213)包括永久立柱(31a)、临时立柱(31b)、大轨道装置(4a)和短底部行走起重装置(51b),在大框架(4a-1)靠近永久立柱(31a)的位置都装有框架锁定装置(11),靠近临时立柱(31b)的位置都装有立柱支撑装置(8),永久立柱(31a)设有框架锁定装置(11)的接口,临时立柱(31b)设有立柱锁定装置(8-3)的接口;短框架支撑施工装置(214)包括永久立柱(31a)、临时立柱(31b)、大轨道装置(4a)和短底部行走起重装置(51b),在大框架(4a-1)靠近立柱(3)的位置都装有框架锁定装置(11),永久立柱(31a)和临时立柱(31b)有框架锁定装置(11)的接口,轨道框架(4-1)装有框架支撑装置(7);长爬行支撑施工装置(215)包括临时立柱(31b)、大轨道装置(4a)和短底部行走起重装置(51b),在大框架(4a-1)靠近临时立柱(31b)的位置都装有框架锁定装置(11),轨道框架(4-1)装有框架支撑装置(7),框架支撑装置(7)底部有爬行装置(32);悬挂框架支撑施工装置(221)包括永久立柱(31a)、小轨道装置(4b)和短悬挂行走起重装置(52b),在小框架(4b-1)靠近永久立柱(31a)的位置都装有框架锁定装置(11),永久立柱(31a)装有框架锁定装置(11),小框架(4b-1)装有框架支撑装置(7);悬挂立柱支撑施工装置(222)包括永久立柱(31a)、临时立柱(31b)、小轨道装置(4b)和短悬挂行走起重装置(52b),在小框架(4b-1)靠近永久立柱(31a)的位置都装有框架锁定装置(11),靠近临时立柱(31b)的位置都装有立柱支撑装置(8),永久立柱(31a)设有框架锁定装置(11)的接口,临时立柱(31b)设有立柱锁定装置(8-3)的接口;悬挂纵进施工装置(223)包括永久立柱(31a)、小轨道装置(4b)和长悬挂行走起重装置(52a),在小框架(4b-1)靠近永久立柱(31a)的位置都装有框架锁 定装置(11),永久立柱(31a)设有框架锁定装置(11)的接口,小框架(4b-1)装有框架支撑装置(7)。The construction device of a prefabricated building according to claim 4, characterized in that the construction device (2) comprises a long walking support construction device (211) using a bottom walking lifting device (51), and a long column support construction device (212), short column support construction device (213), short frame support construction device (214) and long crawling support construction device (215), and also includes a suspension frame support construction device (221) using a suspension walking lifting device (52) ), Suspension column support construction device (222) and suspension longitudinal construction device (223); long walking support construction device (211) includes permanent column (31a), temporary column (31b), large track device (4a) and long bottom The walking lifting device (51a) is equipped with a frame locking device (11) at the position of the large frame (4a-1) near the upright column (3), and the permanent upright column (31a) and the temporary upright column (31b) have a frame locking device ( 11) interface, the long bottom walking lifting device (51a) is equipped with a walking support device (6); the long column support construction device (212) includes a permanent column (31a), a temporary column (31b), and a large track device (4a) And long bottom walking lifting device (51a), close to the permanent column (31a) in the large frame (4a-1) Frame locking devices (11) are installed in the positions, and column supporting devices (8) are installed near the temporary columns (31b). The permanent columns (31a) have interfaces to the frame locking devices (11), and the temporary columns (31b) have The interface of the column locking device (8-3); the short column supporting construction device (213) includes a permanent column (31a), a temporary column (31b), a large track device (4a) and a short bottom walking lifting device (51b). The large frame (4a-1) is equipped with a frame locking device (11) near the permanent column (31a), and the temporary support column (31b) is equipped with a column support device (8). The permanent column (31a) is provided with The interface of the frame locking device (11), the temporary column (31b) is provided with the interface of the column locking device (8-3); the short frame supporting construction device (214) includes a permanent column (31a), a temporary column (31b), and a large track The device (4a) and the short bottom walking lifting device (51b) are equipped with a frame locking device (11), a permanent column (31a) and a temporary column (31b) at the position of the large frame (4a-1) near the column (3). ) Has the interface of the frame locking device (11), the track frame (4-1) is equipped with a frame support device (7); the long crawling support construction device (215) includes a temporary post (31b) ), A large track device (4a) and a short bottom walking lifting device (51b), a large frame (4a-1) is provided with a frame locking device (11), and a track frame (4- 1) Equipped with a frame support device (7), with a crawler device (32) at the bottom; a suspension frame support construction device (221) including a permanent column (31a), a small track device (4b) and a short suspension walking The lifting device (52b) is equipped with a frame locking device (11) at the position of the small frame (4b-1) near the permanent column (31a), the permanent column (31a) is equipped with a frame locking device (11), and the small frame ( 4b-1) Equipped with frame support device (7); suspension column support construction device (222) includes permanent column (31a), temporary column (31b), small track device (4b) and short suspension walking lifting device (52b) The frame locking device (11) is installed at the position of the small frame (4b-1) near the permanent column (31a), the column support device (8) is installed at the position near the temporary column (31b), and the permanent column (31a) Interface with frame locking device (11), temporary column (31b) with interface with column locking device (8-3); suspension longitudinal advance construction device (223) including permanent column (31a), small rail The device (4b) and the long suspension walking lifting device (52a) are equipped with a frame locking device (11) at the position of the small frame (4b-1) near the permanent column (31a), and the permanent column (31a) is provided with a frame lock The interface of the device (11), the small frame (4b-1) is equipped with a frame support device (7).
  6. 根据权利要求4所述的装配式建筑的施工装置,其特征在于所述的爬升装置(32)就是框架支撑装置(7)中的框架支撑柱(7-3);板式建筑(1b)包括楼板(1b-1)、纵墙(1b-2)和外横墙(1b-3),板式建筑(1b)用施工装置(2)包括爬升装置(32)、大轨道装置(4a)和长底部行走起重装置(5a),其施工法包括步骤:The construction device for a prefabricated building according to claim 4, characterized in that the climbing device (32) is a frame support column (7-3) in the frame support device (7); the slab building (1b) includes a floor slab (1b-1), longitudinal wall (1b-2) and outer transverse wall (1b-3), construction device (2) for slab building (1b) including climbing device (32), large track device (4a) and long bottom The walking lifting device (5a), the construction method of which includes the steps:
    1)完成板式建筑(1b)的基础施工,平整板式建筑(1b)两侧的场地;1) Complete the foundation construction of the slab building (1b) and level the ground on both sides of the slab building (1b);
    2)在板式建筑(1b)的基础X方向的两端面的外侧安装爬升装置(32),即框架支撑柱(7-3);2) Install a climbing device (32), that is, a frame support column (7-3), on the outside of both end surfaces in the X direction of the foundation of the panel building (1b);
    3)安装大轨道装置(4a),在框架(4a-1)上两端位置各安装两套框架锁定装置(11),通过框架锁定装置(11)将大框架(4a-1)与爬升装置(32)锁定连接成一体;3) Install the large track device (4a), install two sets of frame locking devices (11) at each end of the frame (4a-1), and connect the large frame (4a-1) and the climbing device through the frame locking device (11) (32) Locking and connecting into one;
    4)在横向轨道(4-1-1)上安装长底部行走起重装置(5a);4) Install a long bottom walking lifting device (5a) on the lateral track (4-1-1);
    5)长底部行走起重装置(5a)通过横向轨道(4-1-1)沿着X方向运行至纵墙(1b-2)、外横墙(1b-3)和楼板(1b-1)设定的安装位置;5) The long bottom walking lifting device (5a) runs through the horizontal track (4-1-1) in the X direction to the vertical wall (1b-2), the outer horizontal wall (1b-3) and the floor (1b-1) Set installation position
    6)纵墙(1b-2)和外横墙(1b-3)运至板式建筑(1b)外侧待吊装位置,起重机(5y-3)通过纵向轨道(5x-1-1)沿着Y方向运行至纵墙(1b-2)和外横墙(1b-3)上方,下降至设定位置;6) The longitudinal wall (1b-2) and the outer transverse wall (1b-3) are transported to the outside of the slab building (1b) to be hoisted. The crane (5y-3) passes the longitudinal rail (5x-1-1) along the Y direction. Run above the vertical wall (1b-2) and the outer horizontal wall (1b-3) and descend to the set position;
    7)起重机(5y-3)携带纵墙(1b-2)和外横墙(1b-3)上升、平移和下降完成纵墙(1b-2)和外横墙(1b-3)的安装;7) The crane (5y-3) carries the vertical wall (1b-2) and the external cross wall (1b-3) to rise, translate and descend to complete the installation of the vertical wall (1b-2) and the external cross wall (1b-3);
    8)楼板(1b-1)运至板式建筑(1b)外侧待吊装位置,起重机(5y-3)通过纵向轨道(5x-1-1)沿着Y方向运行至楼板(1b-1)上方,下降至设定位置;8) The floor slab (1b-1) is transported to the outside of the slab building (1b) to be hoisted. The crane (5y-3) runs in the Y direction through the longitudinal rail (5x-1-1) to the floor (1b-1). Descend to the set position;
    9)起重机(5y-3)携带楼板(1b-1)上升、平移和下降完成楼板(1b-1)的安装;9) The crane (5y-3) carries the floor (1b-1) to rise, translate and descend to complete the installation of the floor (1b-1);
    10)长底部行走起重装置(5a)沿X方向运行至下个纵墙(1b-2)、外横墙(1b-3)和楼板(1b-1)的安装位置;10) The long bottom walking lifting device (5a) runs in the X direction to the installation position of the next vertical wall (1b-2), the outer horizontal wall (1b-3) and the floor (1b-1);
    11)重复步骤6)至9)的作业,完成下一个房间的纵墙(1b-2)、外横墙(1b-3)和楼板(1b-1)的安装;11) Repeat the operations of steps 6) to 9) to complete the installation of the vertical wall (1b-2), the external transverse wall (1b-3) and the floor (1b-1) of the next room;
    12)不断重复上述10)至11)步骤的施工,完成本层的所有纵墙(1b-2)、外横墙(1b-3)和楼板(1b-1)的安装,即完成本层的安装;12) Repeat the above steps 10) to 11) continuously to complete the installation of all vertical walls (1b-2), external transverse walls (1b-3) and floor slabs (1b-1) on this floor. installation;
    13)框架锁定装置(11)与爬升装置(32)解锁脱开,通过框架支撑装置(7)使大轨道装置(4a)和长底部行走起重装置(5a)升高一层后,框架锁定装置(11)与爬升装置(32) 锁定,开始进入楼板(1b-1)的安装;13) The frame locking device (11) is unlocked from the climbing device (32), and the large track device (4a) and the long bottom walking lifting device (5a) are raised by one layer through the frame support device (7), and the frame is locked. The device (11) is locked with the climbing device (32), and the installation of the floor (1b-1) is started;
    14)重复上述5)至12)步骤的施工,完成板式建筑(1b)的施工,拆除安装装置(2)。14) Repeat the above steps 5) to 12) to complete the construction of the slab building (1b) and remove the installation device (2).
  7. 根据权利要求4所述的装配式建筑的施工装置,其特征在于所述的长行走起重装置(5a)中的主机架(5x-1a)包括配重装置(12)和/或平衡装置(13),配重装置(12)安装在主机架(5x-1)上,平衡装置(13)使轨道框架(4-1)钩住盒子建筑(1a),起重机(5y-3)吊装盒(9)时,平衡由于盒(9)位于盒子建筑(1a)Y方向的外侧引起的偏心力。The construction device of a prefabricated building according to claim 4, characterized in that the main frame (5x-1a) in the long walking lifting device (5a) comprises a weight device (12) and / or a balance device ( 13), the counterweight device (12) is installed on the main frame (5x-1), the balance device (13) makes the track frame (4-1) hook the box building (1a), and the crane (5y-3) lifts the box ( 9), balance the eccentric force caused by the box (9) located on the outer side of the box building (1a) in the Y direction.
  8. 根据权利要求2和5所述的装配式建筑的施工装置,其特征在于所述的施工装置(2)包括盒(9)的吊装架(14),吊装架(14)包括固定吊装架(14a)和活动吊装架(14b),固定吊装架(14a)吊住盒(9)的固定吊杆(14a-1)是固定的,活动吊装架(14b)吊住盒(9)的活动吊杆(14b-1)是转动的,吊装盒(9)时,活动吊杆(14b-1)是铅直向下的,行走起重装置(5)沿X方向空载运行时活动吊杆(14b-1)是水平的。The construction device of a prefabricated building according to claims 2 and 5, characterized in that said construction device (2) comprises a lifting frame (14) of the box (9), and the lifting frame (14) comprises a fixed lifting frame (14a) ) And the movable hanger (14b), the fixed hanger (14a), the fixed boom (14a-1) of the box (9) is fixed, and the movable hanger (14b), the mobile boom of the box (9) (14b-1) is rotating. When the box (9) is hoisted, the movable boom (14b-1) is vertically downward. When the walking lifting device (5) runs in the X direction with no load, the movable boom (14b) -1) is horizontal.
  9. 根据权利要求8所述的装配式建筑的施工装置,其特征在于所述的盒子建筑(1a)在X方向的两端包括无盒(9)的房间(B2),房间(B2)由纵墙(1-2Y)、横墙(1-2X)和相邻的盒(9)围成,盒子建筑(1a)用施工装置(2)进行施工,包括A施工法、B施工法、C施工法和D施工法;The construction device for a prefabricated building according to claim 8, characterized in that the box building (1a) includes a room (B2) without a box (9) at both ends in the X direction, and the room (B2) is formed by a vertical wall (1-2Y), horizontal wall (1-2X) and the adjacent box (9), the box building (1a) is constructed with the construction device (2), including A construction method, B construction method, C construction method And D construction method;
    A施工法:采用长行走支撑施工装置(211)的施工法,其包括如下施工步骤:A construction method: a construction method using a long walking support construction device (211), which includes the following construction steps:
    1)完成盒子建筑(1a)的基础施工,平整盒子建筑(1a)两侧的场地;1) Complete the foundation construction of the box building (1a) and level the ground on both sides of the box building (1a);
    2)在盒子建筑(1a)的基础X方向的两端面的外侧四个角部安装四根永久立柱(31a),在盒子建筑(1a)的基础宽度Y方向的两外侧安装临时立柱(31b);2) Install four permanent pillars (31a) on the four corners on the outer sides of the two ends of the X direction of the foundation of the box building (1a), and install temporary columns (31b) on the two outer sides of the Y direction of the foundation of the box building (1a) ;
    3)安装大轨道装置(4a),在大框架(4a-1)上分别靠近永久立柱(31a)和临时立柱(31b)的位置各安装一套框架锁定装置(11),通过框架锁定装置(11)将大框架(4a-1)与立柱(3)锁定连接成一体;3) Install the large track device (4a), and install a frame locking device (11) on the large frame (4a-1) near the permanent column (31a) and the temporary column (31b). 11) Lock the large frame (4a-1) and the upright post (3) into one body;
    4)在横向轨道(4-1-1)上安装长底部行走起重装置(51a),长底部行走起重装置(51a)装有行走支撑装置(6);4) Install a long bottom walking lifting device (51a) on the transverse track (4-1-1), and the long bottom walking lifting device (51a) is equipped with a walking support device (6);
    5)长底部行走起重装置(51a)通过横向轨道(4-1-1)沿着X方向运行至设定位置盒(9)的安装位置,通过行走升降装置(6-2)调节行走支撑柱(6-3)底部的高度,使行走支撑柱(6-3)的底部支撑在装配式建筑(1)已建部分的顶部;5) The long bottom walking lifting device (51a) runs in the X direction to the installation position of the set position box (9) through the transverse rail (4-1-1), and adjusts the walking support by the walking lifting device (6-2) The height of the bottom of the column (6-3), so that the bottom of the walking support column (6-3) is supported on the top of the built part of the prefabricated building (1);
    6)盒(9)运至盒子建筑(1a)外侧待吊装位置,起重机(5y-3)通过纵向轨道(5x-1-1)沿着Y方向运行至盒(9)上方,下降至设定位置;6) The box (9) is transported to the outside of the box building (1a) to be hoisted. The crane (5y-3) runs in the Y direction through the longitudinal rail (5x-1-1) to above the box (9) and descends to the setting. position;
    7)起重机(5y-3)通过固定吊装架(14a)携带盒(9)上升、平移和下降完成盒(9) 的安装,即完成第一层第一个房间(A)的安装;7) The crane (5y-3) completes the installation of the box (9) by lifting, translating and lowering the carrying box (9) by the fixed lifting frame (14a), that is, the installation of the first room (A) on the first floor;
    8)将固定吊装架(14a)与盒(9)脱离,通过行走升降装置(6-2)调节行走支撑柱(6-3)底部的高度,使行走支撑柱(6-3)的底部脱离装配式建筑(1)已建部分的顶部,长底部行走起重装置(51a)携带固定吊装架(14a)沿X方向运行至下个盒(9)的安装位置;8) Detach the fixed lifting frame (14a) from the box (9), and adjust the height of the bottom of the walking support column (6-3) by the walking lifting device (6-2) to detach the bottom of the walking support column (6-3) On the top of the built part of the prefabricated building (1), the long bottom walking lifting device (51a) carries the fixed lifting frame (14a) to run in the X direction to the installation position of the next box (9);
    9)重复步骤6)至7)的作业,完成盒(9)的安装;9) Repeat the operations of steps 6) to 7) to complete the installation of the box (9);
    10)不断重复上述8)至9)步骤的施工,完成本层的所有盒(9)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 (9) on this floor, that is, the construction of the room on this floor as room (A) is completed;
    11)将纵墙(1-2Y)和横墙(1-2X)运至盒子建筑(1a)外侧待吊装位置,起重机(5y-3)沿Y方向运行至纵墙(1-2Y)和横墙(1-2X)的上方,下降至设定位置;11) Transport the vertical wall (1-2Y) and horizontal wall (1-2X) to the outside of the box building (1a) to be hoisted. The crane (5y-3) runs in the Y direction to the vertical wall (1-2Y) and horizontal Above the wall (1-2X), descend to the set position;
    12)起重机(5y-3)分别吊着纵墙(1-2Y)和横墙(1-2X)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(1-2Y)和横墙(1-2X)的安装;12) The crane (5y-3) lifts the vertical wall (1-2Y) and the horizontal wall (1-2X) to the set height, runs in the Y direction to the installation position, and then descends to complete the vertical wall (1-2Y). And horizontal wall (1-2X) installation;
    13)框架锁定装置(11)与立柱(3)解锁脱开,行走升降装置(6-2)通过行走支撑柱(6-3)作用在装配式建筑(1)已建部分的顶部,顶升主机架(5x-1),主机架(5x-1)通过横向行走轮(5x-2)顶升机架(4a-1),当大轨道装置(4a)和长底部行走起重装置(51a)升高一层后,将立柱框架锁定装置(11)与立柱(3)锁定,加长立柱(31-1),开始进入上一层盒(9)的安装;13) The frame locking device (11) is unlocked and disengaged from the upright (3), and the walking lifting device (6-2) acts on the top of the built part of the prefabricated building (1) through the walking support column (6-3), and lifts up The main frame (5x-1) and the main frame (5x-1) lift the frame (4a-1) by the horizontal walking wheels (5x-2), when the large track device (4a) and the long bottom walking lifting device (51a ) After raising one level, lock the column frame locking device (11) with the column (3), lengthen the column (31-1), and start the installation of the upper layer box (9);
    14)重复上述6)至7)步骤的施工,完成盒(9)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 (9), that is, the installation of the first room (A) on the upper floor, and the first room (B) on the next floor. 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(1-1)的安装,完成盒子建筑(1a)的全部施工,拆除长底部行走起重装置(51a)、行走支撑装置(6)、框架锁定装置(11)大轨道装置(4a)和临时立柱(31b);16) Repeat the construction of steps 13) to 15) and the installation of the top floor (1-1), complete the construction of the box building (1a), remove the long bottom walking lifting device (51a), and the walking support device ( 6), frame locking device (11), large track device (4a) and temporary post (31b);
    B施工法:采用短立柱支撑施工装置(213)的施工法,其包括如下施工步骤:B construction method: a construction method using a short column to support the construction device (213), which includes the following construction steps:
    1)完成盒子建筑(1a)的基础施工,平整盒子建筑(1a)两侧的场地;1) Complete the foundation construction of the box building (1a) and level the ground on both sides of the box building (1a);
    2)在盒子建筑(1a)的基础X方向的两端面的外侧四个角部安装四根永久立柱(31a),在盒子建筑(1a)的基础宽度Y方向的两外侧安装四根临时立柱(31b);2) Install four permanent pillars (31a) on the four corners on the outer side of the two ends of the X direction of the foundation of the box building (1a), and install four temporary pillars (2) on the two outer sides of the foundation building in the Y direction. 31b);
    3)安装大轨道装置(4a),在大框架(4a-1)上分别靠近四根永久立柱(31a)位置各安装一套共四套框架锁定装置(11),通过八套框架锁定装置(11)将大框架(4a-1)与四根永久立柱(31a)、四套临时立柱(31b)锁定连接成一体;将立柱升降装置(8-2)的一端固定 在大框架(4a-1)上,框架锁定装置(11)固定在轨道框架(4-1)上,通过框架锁定装置(11)将大框架(4a-1)与四根临时立柱(31b)锁定连接成一体;3) Install the large track device (4a), install a total of four sets of frame locking devices (11) on the large frame (4a-1) near the four permanent posts (31a), and pass eight sets of frame locking devices ( 11) Lock the large frame (4a-1) with four permanent columns (31a) and four sets of temporary columns (31b); lock one end of the column lifting device (8-2) to the large frame (4a-1) ), The frame locking device (11) is fixed on the track frame (4-1), and the large frame (4a-1) and the four temporary columns (31b) are locked and connected into one body through the frame locking device (11);
    4)在横向轨道(4-1-1)上安装短底部行走起重装置(51b);4) Install a short bottom walking lifting device (51b) on the horizontal track (4-1-1);
    5)盒(9)运至永久立柱(31a)的外侧待吊装位置,短底部行走起重装置(51b)通过横向轨道(4-1-1)沿着X方向运行至盒(9)的上方;5) The box (9) is transported to the outside of the permanent post (31a) to be hoisted. The short bottom walking lifting device (51b) runs in the X direction to the upper side of the box (9) through the transverse rail (4-1-1). ;
    6)起重机(5y-3)通过纵向轨道(5x-1-1)沿着Y方向运行至盒(9)上方,下降至设定位置;6) The crane (5y-3) runs through the longitudinal rail (5x-1-1) in the Y direction above the box (9) and descends to the set position;
    7)起重机(5y-3)通过固定吊装架(14a)携带盒(9)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(9)的安装,即完成第一层第一个房间(A)的安装;7) The crane (5y-3) completes the installation of the box (9) by lifting the box (9) to the set height through the fixed lifting frame (14a), running to the installation position in the X direction, and lowering to complete the installation of the box (9). Installation of one room (A);
    8)将固定吊装架(14a)与盒(9)脱离,短底部行走起重装置(51b)携带固定吊装架(14a)沿X方向运行至下个盒(9)的待吊装位置;8) Detach the fixed lifting frame (14a) from the box (9), and the short bottom walking lifting device (51b) carries the fixed lifting frame (14a) in the X direction to the next box (9) to be hoisted;
    9)重复步骤6)至7)的作业,完成盒(9)的安装;9) Repeat the operations of steps 6) to 7) to complete the installation of the box (9);
    10)不断重复上述8)至9)步骤的施工,完成本层的所有盒(9)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 (9) on this floor, that is, the construction of the room on this floor as room (A) is completed;
    11)将纵墙(1-2Y)和横墙(1-2X)运至永久立柱(31a)外侧待吊装位置,起重机(5y-3)沿X方向运行至纵墙(1-2Y)和横墙(1-2X)的上方,下降至设定位置;11) Transport the vertical wall (1-2Y) and the horizontal wall (1-2X) to the outside of the permanent column (31a) to be hoisted. The crane (5y-3) runs in the X direction to the vertical wall (1-2Y) and the horizontal wall. Above the wall (1-2X), descend to the set position;
    12)起重机(5y-3)分别吊着纵墙(1-2Y)和横墙(1-2X)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(1-2Y)和横墙(1-2X)的安装;12) The crane (5y-3) lifts the vertical wall (1-2Y) and the horizontal wall (1-2X) to the set height, runs in the X direction to the installation position and then descends to complete the vertical wall (1-2Y). And horizontal wall (1-2X) 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(31b)锁定固连成一体,将框架锁定装置(11)与临时立柱(31b)解锁脱开,将框架锁定装置(11)与永久立柱(31a)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(31b),将大轨道装置(4a)和短底部行走起重装置(51b)升高一层后,将框架锁定装置(11)与临时立柱(31b)锁定,将框架锁定装置(11)与永久立柱(31a)锁定,即大框架(4a-1)与立柱(3)固连成一体,安装连接件(3-2),将立柱(31-1)与盒子建筑(1a)连接成一体,加长立柱(31-1),开始进入上一层盒(9)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 (31b). The frame locking device (11) is unlocked from the temporary column (31b), the frame locking device (11) is unlocked from the permanent column (31a), and the column lifting device (8-2) is supported by the column supporting block. (8-1) After acting on the temporary post (31b), the large track device (4a) and the short bottom walking lifting device (51b) are raised one level, and the frame locking device (11) and the temporary post (31b) are locked , Lock the frame locking device (11) with the permanent post (31a), that is, the large frame (4a-1) and the post (3) are fixedly integrated into one body, install the connecting member (3-2), and place the post (31-1) It is connected with the box building (1a) as a whole, and the post (31-1) is extended to start the installation of the box (9) on the upper level;
    14)重复上述6)至7)步骤的施工,完成盒(9)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 (9), that is, the installation of the first room (A) on the upper floor, and the first room (B) on the next floor. 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(1-1)的安装,完成盒子建筑(1a)的全部施工,拆除短底部行走起重装置(51b)、框架锁定装置(11)、立柱支撑装置(8)、大轨道装置(4a)和临时立柱(31b);16) Repeat the construction of steps 13) to 15) and the installation of the top floor (1-1), complete the construction of the box building (1a), remove the short bottom walking lifting device (51b), and the frame locking device ( 11), column support device (8), large track device (4a) and temporary column (31b);
    C施工法:采用悬挂框架支撑施工装置(221)的施工法,纵向轨道(5x-1-1)上运行有两套纵行走装置(5y),纵行走装置(5y)中的辅机架(5y-1)上有沿X方向布置的移动横向轨道(5y-1-1),其施工包括如下步骤:C Construction method: A construction method using a suspension frame to support the construction device (221). Two sets of vertical walking devices (5y) are run on the vertical rail (5x-1-1), and the auxiliary frame (5y) in the vertical walking device (5y) runs 5y-1) has a moving lateral track (5y-1-1) arranged along the X direction, and its construction includes the following steps:
    1)完成盒子建筑(1a)的基础施工,平整盒子建筑(1a)两侧的场地;1) Complete the foundation construction of the box building (1a) and level the ground on both sides of the box building (1a);
    2)在盒子建筑(1a)的基础X方向的两端面的外侧四个角部安装四根永久立柱(31a);2) Install four permanent posts (31a) on the four corners on the outer sides of the two ends of the X direction of the foundation of the box building (1a);
    3)在盒子建筑(1a)的基础的上平面安装小轨道装置(4b);安装框架支撑装置(7),将框架支撑支架(7-1)安装在小框架(4b-1)上,框架支撑柱(7-3)的底部支撑在建筑(1b)已建部分的顶部,框架支撑装置(7)支撑小框架(4b-1);在小框架(4b-1)上分别靠近四根永久立柱(31a)位置各安装一套共四套框架锁定装置(11),通过四套框架锁定装置(11)将小框架(4b-1)与四根永久立柱(31a)锁定连接成一体;3) Install the small track device (4b) on the upper plane of the foundation of the box building (1a); install the frame support device (7), install the frame support bracket (7-1) on the small frame (4b-1), and frame The bottom of the support column (7-3) is supported on the top of the built part of the building (1b), and the frame support device (7) supports the small frame (4b-1); on the small frame (4b-1), it is close to the four permanents. A total of four sets of frame locking devices (11) are installed at the positions of the uprights (31a), and the small frame (4b-1) and the four permanent uprights (31a) are locked and connected into one body through the four sets of frame locking devices (11);
    4)在横向轨道(4-1-1)上安装短悬挂行走起重装置(52b);4) Install a short suspension walking lifting device (52b) on the lateral track (4-1-1);
    5)盒(9)运至永久立柱(31a)外侧待吊装位置,短悬挂行走起重装置(52b)通过横向轨道(4-1-1)沿着X方向运行至盒(9)的上方,起重机(5y-3)通过纵向轨道(5x-1-1)沿着Y方向运行至盒(9)上方,下降至设定位置,起重机(5y-3)通过固定吊装架(14a)携带盒(9)上升至设定位置;5) The box (9) is transported to the outside of the permanent column (31a) to be hoisted. The short suspension walking lifting device (52b) runs in the X direction to the top of the box (9) through the transverse rail (4-1-1). The crane (5y-3) runs in the Y direction above the box (9) through the longitudinal rail (5x-1-1), descends to the set position, and the crane (5y-3) carries the box (14a) through the fixed hanger (14a). 9) Rise to the set position;
    6)起重机(5y-3)通过纵向行走轮(5y-2)在纵向轨道(5x-1-1)上沿y方向运行和小横向行走轮(5y-3-1)在移动横向轨道(5y-1-1)上沿X方向运行,实现盒(9)的转动,使盒(9)在Y方向的最大长度小于两永久立柱(31a)的距离;6) The crane (5y-3) runs in the y direction on the longitudinal track (5x-1-1) through the longitudinal traveling wheel (5y-2) and the small transverse traveling wheel (5y-3-1) moves in the lateral track (5y -1-1) running in the X direction to realize the rotation of the box (9), so that the maximum length of the box (9) in the Y direction is less than the distance between the two permanent columns (31a);
    7)起重机(5y-3)通过固定吊装架(14a)携带盒(9)沿X方向运行至盒(9)的安装位置,当盒(9)所在安装位置有框架支撑装置(7)时,通过框架升降装置(7-2)使框架支撑柱(7-3)的底部上升至设定高度,盒(9)通过转动复位下降完成安装,即完成本层第一个房间(A)的安装;7) The crane (5y-3) carries the box (9) in the X direction to the installation position of the box (9) through the fixed lifting frame (14a). When the installation position of the box (9) has a frame support device (7), The bottom of the frame support column (7-3) is raised to the set height by the frame lifting device (7-2), and the box (9) is completed by the rotation and reset, and the installation of the first room (A) on this floor is completed ;
    8)将固定吊装架(14a)与盒(9)脱离,所在安装位置的框架支撑装置(7),通过框架升降装置(7-2)使框架支撑柱(7-3)下降,框架支撑柱(7-3)的底面支撑在已建成的盒子建筑(1a)顶面,短悬挂行走起重装置(52b)携带固定吊装架(14a)沿X方向运行至下个盒(9)的吊装位置;8) Disengage the fixed lifting frame (14a) from the box (9), the frame support device (7) at the installation position, and lower the frame support column (7-3) through the frame lifting device (7-2), and the frame support column The bottom surface of (7-3) is supported on the top surface of the completed box building (1a), and the short suspension walking lifting device (52b) carries the fixed lifting frame (14a) to move in the X direction to the lifting position of the next box (9) ;
    9)重复步骤6)至7)的作业,完成盒(9)的安装;9) Repeat the operations of steps 6) to 7) to complete the installation of the box (9);
    10)不断重复上述8)至9)步骤的施工,完成本层的所有盒(9)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 (9) on this floor, that is, the construction of the room on this floor as room (A) is completed;
    11)将纵墙(1-2Y)和横墙(1-2X)运至永久立柱(31a)外侧待吊装位置,起重机(5y-3)沿着X方向运行至纵墙(1-2Y)和横墙(1-2X)的上方,下降至设定位置;11) Transport the vertical wall (1-2Y) and horizontal wall (1-2X) to the position to be hoisted outside the permanent column (31a), and the crane (5y-3) runs along the X direction to the vertical wall (1-2Y) and Above the horizontal wall (1-2X), descend to the set position;
    12)起重机(5y-3)分别吊着纵墙(1-2Y)和横墙(1-2X)上升、转动、平移、转动复位和下降完成纵墙(1-2Y)和横墙(1-2X)的安装;12) The crane (5y-3) lifts the vertical wall (1-2Y) and the horizontal wall (1-2X) to rise, rotate, translate, rotate and reset, and lowers to complete the vertical wall (1-2Y) and horizontal wall (1- 2X) installation;
    13)将框架锁定装置(11)与永久立柱(31a)解锁脱开,框架升降装置(7-2)通过框架支撑柱(7-3)作用于装配式建筑(1)已建部分的顶部,将小轨道装置(4b)和短悬挂行走起重装置(52b)升高一层后,将框架锁定装置(11)与永久立柱(31a)锁定,即小框架(4b-1)与永久立柱(31a)固连成一体,安装连接件(3a-2),将立柱(3a-1)与盒子建筑(1a)连接成一体,加长立柱(3a-1),开始进入上一层盒(9)的安装;13) Unlock and release the frame locking device (11) from the permanent column (31a), and the frame lifting device (7-2) acts on the top of the built part of the prefabricated building (1) through the frame support column (7-3). After the small track device (4b) and the short suspension walking lifting device (52b) are raised one level, the frame locking device (11) is locked with the permanent column (31a), that is, the small frame (4b-1) and the permanent column ( 31a) fixedly connected into one body, installing the connecting piece (3a-2), connecting the post (3a-1) and the box building (1a) into one body, extending the post (3a-1), and starting to enter the upper level box (9) installation;
    14)重复上述5)至7)步骤的施工,完成盒(9)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 5) to 7) to complete the installation of the box (9), that is, the installation of the first room (A) on the upper floor, and the first room (B) on the next floor. 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(1-1)的安装,完成盒子建筑(1a)的全部施工,拆除短悬挂行走起重装置(52b)、框架支撑装置(7)、支撑装置(9)和小轨道装置(4b);16) Repeat the construction of steps 13) to 15) and the installation of the top floor (1-1), complete the construction of the box building (1a), remove the short suspension walking lifting device (52b), the frame support device ( 7) Supporting device (9) and small track device (4b);
    D施工法:采用悬挂纵进施工装置(223)的施工法,纵向轨道(5x-1-1)上运行有两套纵行走装置(5y),纵行走装置(5y)中的辅机架(5y-1)上有沿X方向布置的移动横向轨道(5y-1-1),其施工包括如下步骤:D construction method: The construction method using a suspension longitudinal advance construction device (223), two sets of longitudinal walking devices (5y) are run on the longitudinal track (5x-1-1), and the auxiliary frame (5y) in the longitudinal walking device (5y) runs 5y-1) has a moving lateral track (5y-1-1) arranged along the X direction, and its construction includes the following steps:
    1)完成盒子建筑(1a)的基础施工,平整盒子建筑(1a)两侧的场地;1) Complete the foundation construction of the box building (1a) and level the ground on both sides of the box building (1a);
    2)在盒子建筑(1a)的基础X方向的两端面的外侧四个角部安装四根永久立柱(31a);2) Install four permanent posts (31a) on the four corners on the outer sides of the two ends of the X direction of the foundation of the box building (1a);
    3)在盒子建筑(1a)的基础的上平面安装小轨道装置(4b);安装框架支撑装置(7),将框架支撑支架(7-1)安装在小框架(4b-1)上,框架支撑柱(7-3)的底部支撑在建筑(1b)已建部分的顶部,框架支撑装置(7)支撑小框架(4b-1);在小框架(4b-1)上分别靠近四根永久立柱(31a)位置各安装一套共四套框架锁定装置(11),通过四套框架锁定装置(11)将小框架(4b-1)与四根永久立柱(31a)锁定连接成一体;3) Install the small track device (4b) on the upper plane of the foundation of the box building (1a); install the frame support device (7), install the frame support bracket (7-1) on the small frame (4b-1), and frame The bottom of the support column (7-3) is supported on the top of the built part of the building (1b), and the frame support device (7) supports the small frame (4b-1); on the small frame (4b-1), it is close to the four permanents. A total of four sets of frame locking devices (11) are installed at the positions of the uprights (31a), and the small frame (4b-1) and the four permanent uprights (31a) are locked and connected into one body through the four sets of frame locking devices (11);
    4)在横向轨道(4-1-1)上安装长悬挂行走起重装置(52a);4) Install a long suspension walking lifting device (52a) on the transverse track (4-1-1);
    5)盒(9)运至盒子建筑(1a)Y方向的外侧待吊装位置,长悬挂行走起重装置(52a) 通过横向轨道(4-1-1)沿着X方向运行至盒(9)的上方,当长悬挂行走起重装置(52a)运行所在位置有框架支撑装置(7)时,通过框架升降装置(7-2)使框架支撑柱(7-3)的底部上升至设定高度,待长悬挂行走起重装置(52a)通过后,框架支撑装置(7)再复位;5) The box (9) is transported to the outer side of the box building (1a) in the Y direction to be hoisted. The long suspension walking lifting device (52a) runs in the X direction to the box (9) through the transverse rail (4-1-1). Above, when there is a frame support device (7) at the position where the long suspension walking lifting device (52a) is running, the bottom of the frame support column (7-3) is raised to the set height by the frame lifting device (7-2) After the long suspension walking lifting device (52a) passes, the frame support device (7) is reset again;
    6)起重机(5y-3)通过纵向轨道(5x-1-1)沿着Y方向运行至盒(9)上方,下降至设定位置,起重机(5y-3)通过固定吊装架(14a)携带盒(9)上升至设定位置,沿Y方向运行至盒(9)的安装位置;6) The crane (5y-3) runs in the Y direction above the box (9) through the longitudinal rail (5x-1-1) and descends to the set position. The crane (5y-3) is carried by the fixed lifting frame (14a) The box (9) rises to the set position and runs in the Y direction to the installation position of the box (9);
    7)如盒(9)所在安装位置有框架支撑装置(7)时,通过框架升降装置(7-2)使框架支撑柱(7-3)的底部上升至设定高度,盒(9)通过起重机(5y-3)下降完成安装,即完成本层第一个房间(A)的安装;7) If there is a frame support device (7) at the installation position of the box (9), the bottom of the frame support column (7-3) is raised to the set height by the frame lifting device (7-2), and the box (9) passes The crane (5y-3) descends to complete the installation, that is, the installation of the first room (A) on this floor is completed;
    8)将固定吊装架(14a)与盒(9)脱离,所在安装位置的框架支撑装置(7),通过框架升降装置(7-2)使框架支撑柱(7-3)下降,框架支撑柱(7-3)的底面支撑在已建成的盒子建筑(1a)顶面,长悬挂行走起重装置(52a)携带固定吊装架(14a)沿X方向运行至下个盒(9)的安装位置;8) Disengage the fixed lifting frame (14a) from the box (9), the frame support device (7) at the installation position, and lower the frame support column (7-3) through the frame lifting device (7-2), and the frame support column The bottom surface of (7-3) is supported on the top surface of the completed box building (1a). The long suspension walking lifting device (52a) carries the fixed lifting frame (14a) and runs in the X direction to the installation position of the next box (9). ;
    9)重复步骤6)至7)的作业,完成盒(9)的安装;9) Repeat the operations of steps 6) to 7) to complete the installation of the box (9);
    10)不断重复上述8)至9)步骤的施工,完成本层的所有盒(9)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 (9) on this floor, that is, the construction of the room on this floor as room (A) is completed;
    11)将纵墙(1-2Y)和横墙(1-2X)运至盒子建筑(1a)外侧待吊装位置,起重机(5y-3)沿Y方向运行至纵墙(1-2Y)和横墙(1-2X)的上方,下降至设定位置;11) Transport the vertical wall (1-2Y) and horizontal wall (1-2X) to the outside of the box building (1a) to be hoisted. The crane (5y-3) runs in the Y direction to the vertical wall (1-2Y) and horizontal Above the wall (1-2X), descend to the set position;
    12)起重机(5y-3)分别吊着纵墙(1-2Y)和横墙(1-2X)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(1-2Y)和横墙(1-2X)的安装;12) The crane (5y-3) lifts the vertical wall (1-2Y) and the horizontal wall (1-2X) to the set height, runs in the Y direction to the installation position, and then descends to complete the vertical wall (1-2Y). And horizontal wall (1-2X) installation;
    13)将框架锁定装置(11)与永久立柱(31a)解锁脱开,框架升降装置(7-2)通过框架支撑柱(7-3)作用于装配式建筑(1)已建部分的顶部,将小轨道装置(4b)和长悬挂行走起重装置(52a)升高一层后,将框架锁定装置(11)与永久立柱(31a)锁定,即小框架(4b-1)与永久立柱(31a)固连成一体,安装连接件(3a-2),将立柱(3a-1)与盒子建筑(1a)连接成一体,加长立柱(3a-1),开始进入上一层盒(9)的安装;13) Unlock and release the frame locking device (11) from the permanent column (31a), and the frame lifting device (7-2) acts on the top of the built part of the prefabricated building (1) through the frame support column (7-3). After the small track device (4b) and the long suspension walking lifting device (52a) are raised one level, the frame locking device (11) is locked with the permanent column (31a), that is, the small frame (4b-1) and the permanent column ( 31a) fixedly connected into one body, installing the connecting piece (3a-2), connecting the post (3a-1) and the box building (1a) into one body, extending the post (3a-1), and starting to enter the upper level box (9) installation;
    14)重复上述5)至7)步骤的施工,完成盒(9)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 5) to 7) to complete the installation of the box (9), that is, the installation of the first room (A) on the upper floor, and the first room (B) on the next floor. 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(1-1)的安装,完成盒子建筑 (1a)的全部施工,拆除长悬挂行走起重装置(52a)、框架支撑装置(7)、支撑装置(9)和小轨道装置(4b)。16) Repeat the construction of steps 13) to 15) and the installation of the top floor (1-1), complete the construction of the box building (1a), remove the long suspension walking lifting device (52a), the frame support device ( 7) Supporting device (9) and small track device (4b).
  10. 根据权利要求4所述的装配式建筑的施工装置,其特征在于所述的建筑(1)是由若干个盒子建筑(1a)组成的异形建筑(1b),建筑(1b)的施工装置(2)包括若干个轨道装置(4),各轨道装置(4)中的横向轨道(4-1-1)上均运行有各自的行走起重装置(5)。The construction device of a prefabricated building according to claim 4, characterized in that the building (1) is a special-shaped building (1b) composed of a number of box buildings (1a), and the construction device (2) of the building (1b) ) Includes a plurality of track devices (4), and each of the track devices (4) has its own traveling lifting device (5) running on the transverse track (4-1-1).
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CN111396881B (en) * 2020-03-30 2022-04-01 焦作市绿鑫城发有限公司 Construction and installation method of garbage incinerator

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