CN109914823A - A kind of assembled architecture prefabricated panel installation method - Google Patents
A kind of assembled architecture prefabricated panel installation method Download PDFInfo
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- CN109914823A CN109914823A CN201910298260.4A CN201910298260A CN109914823A CN 109914823 A CN109914823 A CN 109914823A CN 201910298260 A CN201910298260 A CN 201910298260A CN 109914823 A CN109914823 A CN 109914823A
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- wallboard
- pedestal
- bumping post
- prefabricated panel
- side block
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Abstract
The invention belongs to assembled architecture technical fields, more particularly to a kind of assembled architecture prefabricated panel installation method, comprising steps of surveying setting-out, device is built in installation, wallboard lifting, decoupling device, correct wallboard positioning and correction wallboard verticality, the graticule of device is built by drawing in surveying setting-out, the positioning of device and installation site is built in guarantee, and then guarantee the positioning of wallboard and ground, realize the positioning of wallboard and ground with the positioning for building device by wallboard in hoisting process, keep lifting positioning fast and convenient, simultaneously by building fixation of the device to wallboard, carry out decoupling device operation can in advance, reduce in build process to the occupancy of lifting time, accelerate the installation speed of wallboard, it speeds up the work.
Description
Technical field
The invention belongs to assembled architecture technical field more particularly to a kind of assembled architecture prefabricated panel installation methods.
Background technique
Assembled architecture is different from traditional architectural mode, will include the building components such as wallboard, balcony and stair in workshop
After structure molding in advance, in the architectural mode that building site uses tower crane to be lifted, there is high production efficiency, at low cost, construction week
The advantages that phase is short is widely used at present, and in build process, the building of prefabricated panel needs by 1, surveying setting-out；
2, complex reservation reinforcing bar；3, steel plate washer is placed；4, the hand steered whereabouts of wallboard；5, reserved steel bar device to hole；6, wallboard falls in place；7, pacify
Fill diagonal brace；8, wallboard corrects；9 decoupling devices, wherein step 4-9 is required to that wallboard is kept to carry out under lifting state, makes one block of wallboard
Installation period occupy the excessive lifting time, carry out lifting operation since every building is commonly provided with tower crane, make muti-piece
The integral installation time of wallboard depends on the hoisting cycle of wallboard, therefore, how to reduce the hoisting cycle of wallboard, reduces muti-piece wall
The integral installation time of plate, so that accelerating construction progress becomes urgent problem to be solved.
Summary of the invention
The present invention overcomes above-mentioned the deficiencies in the prior art, provide a kind of assembled architecture prefabricated panel installation method,
The wallboard of lifting is accepted by building device, and the wallboard after landing is fixed, to complete subsequent construction, to reduce one
The lifting time in block wallboard installation period pair improves construction speed so as to shorten the set-up time of muti-piece wallboard.
The technical issues of solving simultaneously further include:
1, wallboard can be fixed due to building device, then diagonal brace is installed and wallboard is adjusted and belongs to repeated work, such as
What adjusts wallboard by building device；
2, since the reserved steel bar on ground stops, adjacent wall board spacing is smaller, needs to wallboard the undertaking of wallboard in room
It is clamped in interior and outdoor direction, and how to building device installation and removal；
Technical solution of the present invention:
A kind of assembled architecture wallboard builds device, comprising: pedestal, end bumping post and side block column, slide, the first diagonal brace and the
Two diagonal braces are provided with the base-seat fixing structure connecting with ground on the pedestal, and one end of pedestal is connect with the lower end of end bumping post,
The two sides of end bumping post are respectively arranged with a side block column, and two side block columns and an end bumping post collectively form the sliding slot of vertical direction
Structure, sliding groove structure are used in prefabricated panel lifting dropping process be oriented to prefabricated panel, make prefabricated panel lower surface
Mounting hole and ground reserved steel bar device to hole, and the fixed structure as prefabricated panel after prefabricated panel landing, sliding groove structure
Upper end be provided with flared section, flared section is for making prefabricated panel fall into the sliding groove structure, and the pedestal and end bumping post are pre-
Width on wallboard floor line processed direction is respectively less than the spacing of the adjacent reserved steel bar in ground；
One end that pedestal is connect with end bumping post is arranged in the slide, and slide can be in the side perpendicular to prefabricated panel surface
Upward sliding, the lower end of the end bumping post are hinged on the upper end of slide, and the rotatable face being articulated and connected is simultaneously with ground and in advance
Surfaces of wall processed is vertical, and one end of first diagonal brace and pedestal are hinged, and the upper end of the other end and end bumping post is hinged, and described second
One end of diagonal brace and pedestal are hinged, and the lower end of the other end and end bumping post is hinged.
Further, the lower surface two sides of the pedestal are respectively arranged with a groove body along its length, in each groove body
It is provided with a wheel carrier, is provided with several idler wheels along its length in each wheel carrier.
Further, be provided with several hinge joints on the wheel carrier, each hinge joint with a lifting linking member one
End is hinged, and the other end of lifting linking member is hinged in the groove body of the base lower surface, and it is sliding that wheel carrier is provided with above the wheel carrier
Block, wheel carrier sliding block are socketed on wheel carrier screw rod, and wheel carrier sliding block is slidably connected with the wheel carrier block being fixed on wheel carrier, wheel carrier silk
One end of bar is connect after the groove body side wall of pedestal with handwheel.
Further, the base-seat fixing structure includes fixed beam, and the side of pedestal is arranged in the fixed beam, and vertical
It is arranged in the length direction of the pedestal, fixed beam is provided with connecting hole far from one end of the pedestal.
Further, one end that the fixed beam is connect with pedestal is using articulated connection, and rotatable face hingedly and ground
Face is parallel, and the fixed beam one end setting edge hinged with pedestal is provided with first positioning hole, pedestal table perpendicular to ground direction
Face is arranged there are two second location hole in the movement routine of first positioning hole, and two second location holes, which are separately positioned on, to make to fix
Beam is parallel or perpendicular on the position in base length direction.
Further, the base-seat fixing structure further includes connecting plate, and the lower surface of the connecting plate is provided with anti-Slipped Clove Hitch
Structure, the upper surface of connecting plate are provided with the threaded hole of the connecting hole cooperation of several and fixed beam.
The vertical adjustment structure of device is built towards assembled architecture wallboard, comprising: wheel carrier idler wheel lifting linking member wheel carrier is sliding
Block wheel carrier screw rod and handwheel, the lower surface two sides of pedestal are respectively arranged with a groove body along its length, are all provided in each groove body
It is equipped with a wheel carrier, several idler wheels is provided in each wheel carrier along its length, several hinges is provided on the wheel carrier
Contact, each hinge joint is hinged with one end of a lifting linking member, and the other end of lifting linking member is hinged on the pedestal following table
In the groove body in face, wheel carrier sliding block is also fixedly connected on the wheel carrier, wheel carrier sliding block is socketed on wheel carrier screw rod, wheel carrier screw rod
One end is connect after the groove body side wall of pedestal with handwheel.
The base-seat fixing structure of device, including fixed beam are built towards assembled architecture wallboard, the fixed beam setting exists
The side of pedestal, and be arranged perpendicular to the length direction of the pedestal, fixed beam is provided with connection far from one end of the pedestal
Hole, one end that the fixed beam is connect with pedestal is using articulated connection, and hinged rotatable face is parallel to the ground, the fixation
The beam one end setting hinged with pedestal is along first positioning hole is provided with perpendicular to ground direction, and susceptor surface is in first positioning hole
There are two second location holes for setting in movement routine, and two second location holes, which are separately positioned on, makes fixed beam the bottom of parallel or perpendicular to
On the position of seat length direction.
A kind of assembled architecture prefabricated panel installation method, comprising the following steps:
Surveying setting-out: step a is drawn in ground iso-surface patch prefabricated panel graticule, and in wallboard graticule two sides towards indoor direction
System builds device graticule, and the device graticule of building is arranged between the adjacent reserved steel bar in wallboard graticule side；
Device is built in step b, installation: will build device pedestal interleaving from the prefabricated panel graticule adjacent reserved steel bar in side
Enter, fix pedestal and ground according to device graticule is built, guarantees that the end block face for building device is aligned with wallboard graticule end line,
Lateral part surface is aligned with wallboard graticule side simultaneously, and block face and lateral part surface is held to form perpendicular to the ground and opening towards prefabricated panel mark
The sliding groove structure of line；
Step c, wallboard lifting: the wallboard of lifting is fallen into from the entrance for building device upper end, and wallboard is sliding from entrance
Enter sliding groove structure, wallboard completes the mounting hole and reserved steel bar device to hole of lower surface under the guiding of sliding groove structure, under wallboard is slow
It falls in place；
Step d, decoupling device, decoupling device rear wall plate are fixed by building device；
Step e, correction wallboard positioning；
Step f corrects wallboard verticality.
Further, after step a, surveying setting-out, the positioning of complex correction reserved steel bar and verticality.
Further, opposite by the second diagonal brace adjustment end bumping post and side block column that are set on the base in the step e
In the position on ground, bumping post and side block column is held to drive wallboard mobile, so as to adjust wallboard positioning.
Further, opposite by the first diagonal brace adjustment end bumping post and side block column that are set on the base in the step f
Verticality in ground holds bumping post and side block column to drive wallboard mobile, to correct wallboard verticality.
A kind of wallboard bearing calibration for building device based on assembled architecture wallboard, it is oblique by be set on the base second
The position of adjustment end bumping post and side block column relative to ground is supportted, holds bumping post and side block column to drive wallboard mobile, so as to adjust wallboard
Positioning；
Verticality by the first diagonal brace adjustment end bumping post and side block column that are set on the base relative to ground holds bumping post
Drive wallboard mobile with side block column, to correct wallboard verticality.
Further, the method is applied builds on device in a kind of assembled architecture wallboard.
Further, the device of building includes: that pedestal, end bumping post, side block column, slide, the first diagonal brace and second are oblique
Support.
The sliding groove structure of device is built towards assembled architecture wallboard, comprising: end bumping post and side block column, the end bumping post
Two sides are respectively arranged with a side block column, and the side that end bumping post contact with prefabricated panel is to hold block face, the side block column with it is prefabricated
The side of wallboard contact is lateral part surface, and two lateral part surfaces and an end block face collectively form the sliding slot of vertical direction；
The two sides of the end bumping post are respectively arranged with the holding tank of a receiving side block column, and the opening of holding tank is towards prefabricated
Wallboard direction, and the width of holding tank is less than the spacing of the adjacent reserved steel bar in ground, the side block column is arranged in holding tank；
The side block column includes: fixing end, connecting rod and extension end, and the fixing end is arranged in the holding tank, and solid
Two hinged ends are arranged at intervals with along short transverse on fixed end, two hinged ends are articulated and connected with one end of a connecting rod respectively,
The other end of two connecting rods is respectively hinged on extension end, and the extension end, two connecting rods and fixing end collectively form double leval jib
Structure, and the rotatable face of the articulated structure of four-bar linkage structure in parallel with the surface of precast wall body, the extension end with it is prefabricated
The adjacent side of wall is lateral part surface, and the width of extension end is less than the width of lateral part surface, and the four-bar linkage structure can make side block
Face, which is moved to, builds position and removes position, and when building, lateral part surface is located at precast wall body end towards the side inside wall,
When removing position, lateral part surface is in the receiving channel opening that the side of precast wall body is located at end bumping post.
It further, further include thickness adjustment structure, thickness adjusts structure setting between end bumping post and side block column, is used for
Adapt to the prefabricated panel of different-thickness.
Further, the thickness adjustment structure includes: side block column slideway, positive and negative tooth screw rod and screw rod sliding block, the side
Bumping post slideway is arranged in the holding tank, and side block column slideway is arranged along the direction perpendicular to prefabricated panel straight line, the side block
The fixing end of column is slidably arranged on side block column slideway, and the inside of end bumping post, positive and negative tooth screw rod is arranged in the positive and negative tooth screw rod
Both ends pass through the side wall of end bumping post after connect with the fixing end of two side block columns respectively by screw rod sliding block.
It further, further include detaching structure, detaching structure is for driving extension end to return in the holding tank.
Further, the detaching structure includes: reel, casing and quill, and the setting of described sleeve pipe axis is in the bumping post of end
Portion, the both ends of quill pass through after the side wall of end bumping post respectively with a casing connection, and described sleeve pipe is socketed on quill, covers
It is axially disposed on pipe side wall to have a sliding slot, it is correspondingly arranged on block with sliding slot on quill, casing is coaxially connected with reel, reel
On be wound with rope, the pull-out end of rope is fixedly connected with the extension end.
Structure is adjusted towards the thickness that assembled architecture wallboard builds device, thickness adjusts structure setting in end bumping post and side
Between bumping post, for adapting to the prefabricated panel of different-thickness, the thickness adjustment structure includes: side block column slideway, positive and negative tooth silk
Bar and screw rod sliding block, the side block column slideway are arranged in the holding tank, and side block column slideway is along perpendicular to prefabricated panel straight line
Direction setting, the fixing end of the side block column is slidably arranged on side block column slideway, and the positive and negative tooth screw rod setting is kept off at end
The inside of column, the both ends of positive and negative tooth screw rod pass through the fixation with two side block columns respectively of screw rod sliding block after passing through the side wall for holding bumping post
End connection.
The detaching structure of device is built towards assembled architecture wallboard, detaching structure is for driving extension end to return to the appearance
It receives in slot, the detaching structure includes: reel, casing and quill, and the setting of described sleeve pipe axis is being held inside bumping post, quill
Both ends pass through after the side wall of end bumping post respectively with a casing connection, and described sleeve pipe is socketed on quill, edge on sleeve side walls
It is axially provided with sliding slot, is correspondingly arranged on block with sliding slot on quill, casing is coaxially connected with reel, and rope is wound on reel
The pull-out end of rope, rope is fixedly connected with the extension end.
The invention has the benefit that
1, of the invention to build device, comprising: pedestal, end bumping post and side block column are provided on pedestal and to connect with ground
One end of fixed structure, pedestal is connect with the lower end of end bumping post, and the two sides of bumping post is held to be respectively arranged with a side block column, two sides
Bumping post and an end bumping post collectively form the sliding groove structure of vertical direction, and thus structure, may be implemented, by sliding groove structure pre-
Prefabricated panel is oriented in wallboard lifting dropping process processed, makes the mounting hole and ground reserved steel bar of prefabricated panel lower surface
Device to hole is fixed after wallboard landing by building device, decoupling device can be operated and be shifted to an earlier date, to lifting in wallboard installation process
The occupancy of time, to accelerate construction progress.
2, the invention also includes slide, the first diagonal brace and the second diagonal brace, one that pedestal is connect with end bumping post is arranged in slide
End, slide can be hinged on the upper end of slide in the square upward sliding perpendicular to prefabricated panel surface, the lower end of the end bumping post,
And the rotatable face of articulated connection is vertical with ground and prefabricated panel surface simultaneously, one end of first diagonal brace and pedestal are cut with scissors
It connects, the upper end of the other end and end bumping post is hinged, and one end of second diagonal brace and pedestal are hinged, the lower end of the other end and end bumping post
Hingedly, thus structure, may be implemented, be corrected by the diagonal brace built on device to wallboard, do not need additionally to install diagonal brace,
It the set-up time for reducing diagonal brace, accelerates construction progress.
It is adjacent pre- that 3 pedestals of the present invention with width of the end bumping post on prefabricated panel floor line direction are respectively less than ground
The spacing of reinforcing bar is stayed, height of the lower end of the side block column apart from ground is greater than the height of ground reserved steel bar, and thus structure can
To realize, the installation for building device will not be interfered because of ground reserved steel bar, solve and build ground in device installation process
The problem of reserved steel bar interferes.
4, the side that end bumping post of the invention is contacted with prefabricated panel is end block face, and the side block column is contacted with prefabricated panel
Side be lateral part surface, the lateral part surface can be moved along the rectilinear direction perpendicular to end block face, and lateral part surface can move completely
It moves to end side of the block face far from prefabricated panel, thus structure, may be implemented, can be with during to building device and removing
The clamp structure of prefabricated panel indoor and outdoors side is received to the spacing of side reserved steel bar, is solved in prefabricated panel side
Build the disassembly problem of device in the narrow region of space of planes.
5, prefabricated panel installation method of the invention, comprising steps of surveying setting-out, installation are built device, wallboard lifting, plucked
Hook, the positioning of correction wallboard and correction wallboard verticality, the graticule of device is built by drawing in surveying setting-out, and dress is built in guarantee
The positioning with installation site is set, and then guarantees the positioning of wallboard and ground, pass through wallboard in hoisting process and builds device
The positioning of wallboard and ground is realized in positioning, keeps lifting positioning fast and convenient, while by building fixation of the device to wallboard, making to pluck
Hook operation can carry out in advance, reduce in build process to the occupancy of lifting time, accelerate the installation speed of wallboard, accelerate work
Cheng Jindu.
Detailed description of the invention
Fig. 1 is the overall structure diagram for building device of the invention；
Fig. 2 is the top view of Fig. 1；
Fig. 3 is the side view of Fig. 1；
Fig. 4 is the structural schematic diagram of the pedestal in Fig. 1；
Fig. 5 is the side view of Fig. 4；
Fig. 6 is the structural schematic diagram of base-seat fixing structure of the invention；
Fig. 7 is the time comparison diagram of the present invention with existing building method；
Fig. 8 is the structural schematic diagram of sliding groove structure of the invention；
Fig. 9 is the side view of sliding groove structure of the invention；
Figure 10 is the main view of sliding groove structure of the invention；
In figure: 1 pedestal；2 end bumping posts；3 side block columns；4 slides；5 first diagonal braces；6 second diagonal braces；7 thickness adjust structure；8
Detaching structure；1-1 wheel carrier；1-2 idler wheel；1-3 lifting linking member；1-4 wheel carrier sliding block；1-5 wheel carrier screw rod；1-6 handwheel；1-7 is fixed
Beam；1-8 connecting plate；The end 2-1 block face；3-1 lateral part surface；3-2 fixing end；3-3 connecting rod；The extension end 3-4；7-1 side block column screw rod；7-
2 positive and negative tooth screw rods；7-3 screw rod sliding block；8-1 reel；8-2 casing；8-3 quill.
Specific embodiment
Below with reference to attached drawing, the present invention is described in detail:
Specific embodiment one
A kind of assembled architecture wallboard disclosed in the present embodiment builds device, referring to figs. 1 and 2, comprising: pedestal 1,
Bumping post 2, side block column 3, slide 4, the first diagonal brace 5 and the second diagonal brace 6 are held, is provided with the pedestal connecting with ground on the pedestal 1
Fixed structure, one end of pedestal 1 connects with the lower end of end bumping post 2, and the two sides of bumping post 2 is held to be respectively arranged with a side block column 3, and two
A side block column 3 and an end bumping post 2 collectively form the sliding groove structure of vertical direction, and sliding groove structure is used under prefabricated panel lifting
Prefabricated panel is oriented to during falling, makes the mounting hole and ground reserved steel bar device to hole of prefabricated panel lower surface, and pre-
Fixed structure after wallboard landing processed as prefabricated panel, the upper end of sliding groove structure are provided with flared section, and flared section is pre- for making
Wallboard processed falls into the sliding groove structure；
Pedestal 1 is in long strip, and the lower end of pedestal 1 is fixed by bolt and ground, and the upper end of pedestal 1 passes through prefabricated panel side
Between two laterally adjacent reserved steel bars 100 of face, end bumping post 2 is arranged between two reserved steel bars 100, to dry wall body end
Face is oriented to, and two side block columns 3 are separately positioned on the two sides of a line reserved steel bar 100, indoors and outdoor to prefabricated panel
It is clamped on direction, by making prefabricated panel fall into sliding groove structure from flared section, under the guiding of sliding groove structure, increases hand
Sustaining wall plate fall when worker safety, while by guiding wallboard lower end mounting hole 200 can accurately with reserved steel
100 device to hole of muscle, avoids and suspends in dropping process, by mirror confirm prefabricated panel lower surface mounting hole with it is precast reinforced
100 device to hole situation, reduces wallboard installation steps and time, after prefabricated panel landing, passes through end bumping post 2 and side block column 3
Wallboard is helped, decoupling device operation can be carried out at this time, shortens the time for occupying lifting, so as to shorten wallboard installation
Time improves construction speed, solves at present due to occupying the excessive lifting time, leads to the problem that construction speed is slow；
In construction, prefabricated panel installation steps are as follows:
1, surveying setting-out draws wallboard hookup wire and builds device hookup wire；
2, complex reservation reinforcing bar, using the positioning of special reinforced localization examination tool combined floor reserved steel bar and verticality；
3, steel plate washer is placed；
4, device is built in installation；
5, the hand steered whereabouts of wallboard uses hand steered whereabouts when lifting is to away from the 1 meter of height in ground；
6, wallboard falls in place；
7, decoupling device；
8, diagonal brace is installed；
9, wallboard corrects；
Relative to existing construction procedure, only when the hand steered whereabouts of 5, wallboard and 6, wallboard fall process occupancy lifting in place
Between, reduce reserved steel bar device to hole, diagonal brace and wallboard correction course are installed to the occupancy of lifting time；
As shown in connection with fig. 2, the width of the pedestal 1 and end bumping post 2 on prefabricated panel floor line direction is respectively less than
The spacing of the adjacent reserved steel bar in face, height of the lower end of the side block column 3 apart from ground are greater than the height of ground reserved steel bar；
When device is built in installation, pedestal 1 can be provided with to one end insertion prefabricated panel side transverse direction phase of end bumping post 2
Between two adjacent reserved steel bars 100, while the other end of pedestal 1 being fixed with ground, enable to build device be mounted on it is pre-
In the narrow regions of wallboard side processed, solve the problems, such as that narrow can not install of prefabricated panel lateral space builds device.
As shown in connection with fig. 3, the slide 4 be arranged in pedestal 1 with hold the one end that connect of bumping post 2, slide 4 can perpendicular to
The square upward sliding on prefabricated panel surface, the lower end of the end bumping post 2 is hinged on the upper end of slide 4, and what is be articulated and connected turns
Dynamic face is vertical with ground and prefabricated panel surface simultaneously, and one end of first diagonal brace 5 and pedestal 1 are hinged, and the other end and end are kept off
The upper end of column 2 is hinged, and one end of second diagonal brace 6 and pedestal 1 are hinged, and the lower end of the other end and end bumping post 2 is hinged；
After prefabricated panel landing, installation diagonal brace is not needed, by the first diagonal brace 5 on pedestal 1 and the second diagonal brace 6 to wall
Plate is corrected, the sliding groove structure lower end formed first by 6 promote-side bumping post 2 of the second diagonal brace and side block column 3, drive wallboard into
Row is moved forward and backward, and is positioned to position of wallboards, then pushes sliding groove structure lower end by the first diagonal brace 5, and wallboard is driven to carry out
Swing is corrected wallboard verticality, due to avoid installation diagonal brace, reduce the process in build process, from
And shorten the time that wallboard is built, improve construction speed.
Specific embodiment two
The present embodiment be on the basis of specific embodiment one, specifically, as shown in connection with fig. 4, the following table of the pedestal 1
Face two sides are respectively arranged with a groove body along its length, and wheel carrier a 1-1, each wheel carrier 1-1 are provided in each groove body
It is inside provided with several idler wheels 1-2 along its length；
When to building device and installing, device is built by pushing, idler wheel 1-2 is rolled on the ground, is moved easily,
Idler wheel 1-2 uses cylindrical roller, increases the contact area with ground, stablizes device.
Specific embodiment three
The present embodiment specifically, as shown in connection with fig. 5, is set on the wheel carrier 1-1 on the basis of specific embodiment two
Several hinge joints are equipped with, each hinge joint is hinged with one end of a lifting linking member 1-3, the other end of lifting linking member 1-3
It is hinged in the groove body of 1 lower surface of pedestal, wheel carrier sliding block 1-4, wheel carrier sliding block 1-4 set is provided with above the wheel carrier 1-1
It connects on wheel carrier screw rod 1-5, wheel carrier sliding block 1-4 is slidably connected with the wheel carrier block being fixed on wheel carrier 1-1, wheel carrier screw rod 1-5
One end pass through pedestal 1 groove body side wall after connect with handwheel 1-6；
Wheel carrier screw rod 1-5 is rotated by rotating handwheel 1-6, drives wheel carrier sliding block 1-4 mobile, wheel carrier sliding block 1-4 is pushed
Wheel carrier block is moved forward and backward wheel carrier 1-1, and the movement of wheel carrier 1-1 rotates lifting linking member 1-3 around the articulated shaft of upper end, real
The lifting of existing wheel carrier 1-1；
Due to being provided with two groups of wheel carrier 1-1 that can be controlled separately lifting, in the verticality of adjustment end bumping post 2 and side block column 3
When, it can be adjusted by the first diagonal brace 5 and the second diagonal brace 6 on perpendicular to prefabricated panel surface direction, be parallel to dry wall
On the direction of plate surface, it can be adjusted by individually or simultaneously controlling the lifting of two groups of wheel carrier 1-1, meanwhile, two groups of wheel carriers
1-1 can be used as slide construction, convenient for building the installation and removal of device；
Specific embodiment four
The present embodiment be on the basis of specific embodiment one, two or three, specifically, as shown in connection with fig. 6, the pedestal
Fixed structure includes fixed beam 1-7, and the side of pedestal 1 is arranged in the fixed beam 1-7, and perpendicular to the length of the pedestal 1
Direction setting, fixed beam 1-7 are provided with connecting hole far from one end of the pedestal 1；
In mounting seat, after pedestal positioning, the connecting hole on the outside of fixed beam 1-7 is connect with ground by bolt, it is complete
The fixation of pairs of pedestal expands pedestal 1 simultaneously because fixed beam 1-7 is arranged perpendicular to the length direction of pedestal after fixation
Perpendicular to the amplitude on base length direction, when wallboard falls, the extruding force of wall panel ends opposite end bumping post 2 can be by solid
The position of the fulcrum for determining the pedestal of beam 1-7 extension, keeps pedestal more stable.
Specific embodiment five
The present embodiment be on the basis of specific embodiment four, specifically, as shown in connection with fig. 6, the fixed beam 1-7 with
One end that pedestal 1 connects is using articulated connection, and hinged rotatable face is parallel to the ground, and the fixed beam 1-7 and pedestal 1 are cut with scissors
Along first positioning hole is provided with perpendicular to ground direction, 1 surface of pedestal is set in the movement routine of first positioning hole for the one end connect
Second location hole there are two setting, two second location holes, which are separately positioned on, makes fixed beam 1-7 parallel or perpendicular to 1 length side of pedestal
To position on；
Fixed beam 1-7 can be fixed on the length direction perpendicular or parallel to pedestal 1 by two second location holes, be pacified in pedestal
After dress, after fixed beam 1-7 is connect by bolt with a second location hole, fixed beam 1-7 perpendicular to pedestal 1 length direction,
When pedestal 1 is dismantled and needs shift position, the bolt on fixed beam 1-7 is dismantled, rotates fixed beam 1-7 to fixed beam 1-7
It is parallel with the length direction of pedestal 1, fixed beam 1-7 is connect by bolt with another second location hole, keeps fixed beam 1-7 flat
Row state is fixed on pedestal 1, reduces device volume, easy to remove.
Specific embodiment six
The present embodiment be on the basis of specific embodiment five, specifically, as shown in connection with fig. 6, the pedestal fixed knot
Structure further includes connecting plate 1-8, and the lower surface of the connecting plate 1-8 is provided with anti-skid structure, if the upper surface of connecting plate is provided with
The dry threaded hole cooperated with the connecting hole of fixed beam 1-7；
In mounting seat, connecting plate 1-8 is positioned, after leveling, is connected fixed beam 1-7 and connecting plate 1-8 by bolt
It connects, by placing mass on connecting plate 1-8, increases the frictional force of connecting plate 1-8 and ground, or pass through bolt for connecting plate
1-8 is fixed with ground, since connecting plate 1-8 further increases pedestal 1 in the wide cut perpendicular to 1 length direction of pedestal, makes bottom
Seat is more stable.
Specific embodiment seven
The disclosed vertical adjustment structure that device is built towards assembled architecture wallboard of the present embodiment；
The present embodiment can be individually present, and can be used as a kind of assembled architecture wallboard disclosed in specific embodiment one
Build the further restriction of device；
Specifically, in conjunction with shown in Fig. 4 and Fig. 5, comprising: wheel carrier 1-1 idler wheel 1-2 lifting linking member 1-3 wheel carrier sliding block 1-4 wheel carrier
Screw rod 1-5 and handwheel 1-6, the lower surface two sides of pedestal 1 are respectively arranged with a groove body along its length, are all provided in each groove body
It is equipped in wheel carrier a 1-1, each wheel carrier 1-1 and is provided with several idler wheels 1-2 along its length, set on the wheel carrier 1-1
Several hinge joints are equipped with, each hinge joint is hinged with one end of a lifting linking member 1-3, the other end of lifting linking member 1-3
It is hinged in the groove body of 1 lower surface of pedestal, wheel carrier sliding block 1-4, wheel carrier sliding block 1- is also fixedly connected on the wheel carrier 1-1
4 are socketed on wheel carrier screw rod 1-5, and one end of wheel carrier screw rod 1-5 is connect after the groove body side wall of pedestal 1 with handwheel 1-6；
When to building device and installing, device is built by pushing, idler wheel 1-2 is rolled on the ground, is moved easily,
Idler wheel 1-2 uses cylindrical roller, increases the contact area with ground, stablizes device；
Wheel carrier screw rod 1-5 is rotated by rotating handwheel 1-6, drives wheel carrier sliding block 1-4 mobile, wheel carrier sliding block 1-4 is pushed
Wheel carrier block is moved forward and backward wheel carrier 1-1, and the movement of wheel carrier 1-1 rotates lifting linking member 1-3 around the articulated shaft of upper end, real
The lifting of existing wheel carrier 1-1；
Due to being provided with two groups of wheel carrier 1-1 that can be controlled separately lifting, in the verticality of adjustment end bumping post 2 and side block column 3
When, it can be adjusted by the first diagonal brace 5 and the second diagonal brace 6 on perpendicular to prefabricated panel surface direction, be parallel to dry wall
On the direction of plate surface, it can be adjusted by individually or simultaneously controlling the lifting of two groups of wheel carrier 1-1, meanwhile, two groups of wheel carriers
1-1 can be used as slide construction, convenient for building the installation and removal of device；
Specific embodiment eight
The disclosed base-seat fixing structure that device is built towards assembled architecture wallboard of the present embodiment；
The present embodiment can be individually present, and can be used as a kind of assembled architecture wallboard disclosed in specific embodiment one
Build the further restriction of device；
Including fixed beam 1-7, the side of pedestal 1 is arranged in the fixed beam 1-7, and perpendicular to the length of the pedestal 1
Direction setting, fixed beam 1-7 are provided with connecting hole far from one end of the pedestal 1, what the fixed beam 1-7 was connect with pedestal 1
One end is using articulated connection, and hinged rotatable face is parallel to the ground, and one end fixed beam 1-7 hinged with pedestal 1 is set
It sets along first positioning hole is provided with perpendicular to ground direction, 1 surface of pedestal is provided with two in the movement routine of first positioning hole
A second location hole, two second location holes are separately positioned on the position for making fixed beam 1-7 parallel or perpendicular to 1 length direction of pedestal
It sets；
In mounting seat, after pedestal positioning, the connecting hole on the outside of fixed beam 1-7 is connect with ground by bolt, it is complete
The fixation of pairs of pedestal expands pedestal 1 simultaneously because fixed beam 1-7 is arranged perpendicular to the length direction of pedestal after fixation
Perpendicular to the amplitude on base length direction, when wallboard falls, the extruding force of wall panel ends opposite end bumping post 2 can be by solid
The position of the fulcrum for determining the pedestal of beam 1-7 extension, keeps pedestal more stable；
Fixed beam 1-7 can be fixed on the length direction perpendicular or parallel to pedestal 1 by two second location holes, be pacified in pedestal
After dress, after fixed beam 1-7 is connect by bolt with a second location hole, fixed beam 1-7 perpendicular to pedestal 1 length direction,
When pedestal 1 is dismantled and needs shift position, the bolt on fixed beam 1-7 is dismantled, rotates fixed beam 1-7 to fixed beam 1-7
It is parallel with the length direction of pedestal 1, fixed beam 1-7 is connect by bolt with another second location hole, keeps fixed beam 1-7 flat
Row state is fixed on pedestal 1, reduces device volume, easy to remove；
Specific embodiment nine
A kind of assembled architecture prefabricated panel installation method, the method disclosed in the present embodiment are applied in specific embodiment party
A kind of assembled architecture wallboard disclosed in formula one, two, three, five or six is built on device；
Specifically, comprising the following steps:
Surveying setting-out: step a is drawn in ground iso-surface patch prefabricated panel graticule, and in wallboard graticule two sides towards indoor direction
System builds device graticule, and the device graticule of building is arranged between the adjacent reserved steel bar in wallboard graticule side；
Device is built in step b, installation: will build device pedestal 1 between the adjacent reserved steel bar in prefabricated panel graticule side
Insertion, fixes pedestal 1 with ground according to device graticule is built, and guarantees end block face 2-1 and the wallboard graticule end of building device
Line alignment, while lateral part surface 3-1 is aligned with wallboard graticule side, end block face 2-1 and lateral part surface 2-2 is formed perpendicular to the ground and is opened
Sliding groove structure of the mouth towards prefabricated panel graticule；
Step c, wallboard lifting: the wallboard of lifting is fallen into from the entrance for building device upper end, and wallboard is sliding from entrance
Enter sliding groove structure, wallboard completes the mounting hole and reserved steel bar device to hole of lower surface under the guiding of sliding groove structure, slowly falls just
Position；
Step d, decoupling device, decoupling device rear wall plate are fixed by building device；
Step e, correction wallboard positioning；Prefabricated panel is fixed by the device of building built in correction course；
Step f corrects wallboard verticality；Prefabricated panel is consolidated by the device of building built in correction course
It is fixed；
Specifically, after step a, surveying setting-out, the positioning of complex correction reserved steel bar and verticality；It avoids becoming due to reinforcing bar
Shape and can not device to hole；
Specifically, in the step e, pass through the 6 adjustment end bumping post 2 of the second diagonal brace and 3 phase of side block column being arranged on pedestal 1
For the position on ground, bumping post 2 and side block column 3 is held to drive wallboard mobile, so as to adjust wallboard positioning；
Specifically, in the step f, pass through the 5 adjustment end bumping post 2 of the first diagonal brace and 3 phase of side block column being arranged on pedestal 1
For the verticality on ground, bumping post 2 and side block column 3 is held to drive wallboard mobile, to correct wallboard verticality；
It is with existing prefabricated panel build process difference, prefabricated panel is oriented to by building device, makes wall
Plate dropping process is accelerated, do not need to confirm by mirror inspection mounting hole and reserved steel bar whether device to hole, protected by sliding groove structure
Demonstrate,prove device to hole, prefabricated panel landing after, can decoupling device, lift tower crane to next piece of prefabricated panel, due to passing through
It builds device prefabricated panel is fixed, carry out decoupling device operation can before wallboard correction, hung to save occupancy
The time of dress improves construction speed, solves at present due to occupying the excessive lifting time, construction speed is caused slowly to be asked
Topic；
As shown in connection with fig. 7, the first row, lifts time shaft in existing prefabricated panel installation process, t10 be lift it is vacant
Time, t11 are lifting holding time, and t10 and t11 are a hoisting cycle；
Second row and the third line in existing prefabricated panel installation process, are needed by 1, surveying setting-out, holding time is
t1；2, complex reservation reinforcing bar, holding time t2；3, steel plate washer, holding time t3 are placed；4, hand steered whereabouts, holding time
For t4；5, reserved steel bar device to hole, holding time t5；6, it falls in place, holding time t6；7, diagonal brace, holding time are installed
For t7；8, wallboard corrects, holding time t8；9, decoupling device, holding time t9；Wherein the time of t4-t9 occupies hoisting cycle；
Fourth line, using the lifting time shaft of this method, t10 is to lift the vacant time, and t11 ' is lifting holding time,
T10 and t11 ' is a hoisting cycle；
5th to the 7th row, using in the prefabricated panel installation process of this method, dress is built in installation before being lifted
It sets, will not generate occupancy to the lifting time, 4, in hand steered dropping process, the wallboard for lifting whereabouts builds device by hand steered fall into
Sliding groove structure in, do not need accurately to adjust, holding time t4 ', compared to it is existing it is hand steered fall occupy time t4 it is less, due to
Sliding groove structure allows wallboard and the accurate device to hole of ground reserved steel bar, is omitted pre- to the guiding role in wallboard dropping process
Reinforcing bar device to hole step is stayed, after reinforcing bar falls in place, wallboard is fixed due to building device, decoupling device behaviour can be carried out
Make, the crane after decoupling device can carry out the lifting of next round, and the compound positioning and fixing of wallboard can carry out after decoupling device, and existing
In installation process, due to wallboard landing after there is no additional fixed structure, need keep lifting in the state of be corrected and
Installation diagonal brace is fixed, and more crane times are occupied, after this method, only 4, hand steered whereabouts, and time t4 '；6, it falls
In place, time t6 ' and 9, decoupling device, time t9 ' occupy lifting time t11 ', are less than existing lifting holding time t10, from
And shorten hoisting cycle, accelerate the speed of building of prefabricated board wall, improves construction speed.
Specific embodiment ten
A kind of wallboard bearing calibration for building device based on assembled architecture wallboard disclosed in the present embodiment；
The method can be individually present, and it is pre- to can be used as a kind of assembled architecture disclosed in specific embodiment nine
Wallboard installation method processed further limits；
Position by the 6 adjustment end bumping post 2 of the second diagonal brace and side block column 3 that are arranged on pedestal 1 relative to ground, end gear
Column 2 and side block column 3 drive wallboard mobile, so as to adjust wallboard positioning；
Verticality by the 5 adjustment end bumping post 2 of the first diagonal brace and side block column 3 that are arranged on pedestal 1 relative to ground, end
Bumping post 2 and side block column 3 drive wallboard mobile, to correct wallboard verticality；
After prefabricated panel landing, installation diagonal brace is not needed, by the first diagonal brace 5 on pedestal 1 and the second diagonal brace 6 to wall
Plate is corrected, the sliding groove structure lower end formed first by 6 promote-side bumping post 2 of the second diagonal brace and side block column 3, drive wallboard into
Row is moved forward and backward, and is positioned to position of wallboards, then pushes sliding groove structure lower end by the first diagonal brace 5, and wallboard is driven to carry out
Swing is corrected wallboard verticality, due to avoid installation diagonal brace, reduce the process in build process, from
And shorten the time that wallboard is built, improve construction speed.
Specific embodiment 11
The disclosed sliding groove structure that device is built towards assembled architecture wallboard of the present embodiment, the structure are applied specific
A kind of assembled architecture wallboard disclosed in embodiment one is built on device；
As shown in connection with fig. 8, comprising: end bumping post 2 and side block column 3, the two sides of the end bumping post 2 are respectively arranged with a side block
Column 3, the side that end bumping post 2 is contacted with prefabricated panel are end block face 2-1, and the side that the side block column 3 is contacted with prefabricated panel is
Lateral part surface 3-1, two lateral part surface 3-1 and an end block face 2-1 collectively form the sliding slot of vertical direction；
The two sides of the end bumping post 2 are respectively arranged with the holding tank of a receiving side block column 3, and the opening of holding tank is towards in advance
Wallboard direction processed, and the width of holding tank is less than the spacing of the adjacent reserved steel bar in ground, the side block column 3 is arranged in holding tank
It is interior；
The side block column 3 includes: fixing end 3-2, connecting rod 3-3 and extension end 3-4, and the fixing end 3-2 is arranged described
In holding tank, and be arranged at intervals with two hinged ends along short transverse on fixing end 3-2, two hinged ends respectively with a connecting rod
One end of 3-3 is articulated and connected, and the other end of two connecting rod 3-3 is respectively hinged on the 3-4 of extension end, the extension end 3-4, two
Connecting rod 3-3 and fixing end 3-2 collectively forms four-bar linkage structure, and the rotatable face of the articulated structure of four-bar linkage structure in parallel with
The surface of precast wall body, the side extension end 3-4 adjacent with precast wall body are lateral part surface 3-1, and the width of extension end 3-4 is small
In the width of lateral part surface 3-1, the four-bar linkage structure can make lateral part surface 3-1 be moved to build position and remove position, building position
When, lateral part surface 3-1 is located at precast wall body end towards the side inside wall, and when removing position, lateral part surface 3-1 is close to dry wall
The side of body is located in the receiving channel opening of end bumping post 2
When building device installation, pedestal 1 is inserted between the adjacent reserved steel bar 100 in prefabricated panel end, at this time side block
The extension end 3-4 of column 3 is retracted in holding tank by four-bar linkage structure, avoid pedestal 1 be inserted into when and ground reserved steel bar
100 bump against, and after bumping post 2 is aligned with prefabricated panel end face at end, stretch out extension end 3-4 by four-bar linkage structure, extension end 3-4
Side and the side of end bumping post constitute vertical sliding groove structure, be oriented to for the precast wall body to whereabouts, while to falling
Precast wall body behind ground is fixed, and when needing disassembly to build device, withdraws extension end 3-4 by four-bar linkage structure, phase
For the side block column 3 of fixed setting, the lower end of extension end 3-4 can guarantee the guide effect to prefabricated panel with ground face contact
Simultaneously because keeping device integrally more stable with ground face contact, relative to knot using fixed structures such as bolts that side block column 3 is fixed
Structure is compared, inconvenient when mounting and dismounting side block column 3 due to being outside on the outside of prefabricated panel, while having danger, is used
Link mechanism enables extension end 3-4 to be recycled in holding tank, can be automatically performed the installation of the side block column 3 of prefabricated panel two sides
And disassembly；
After surveying setting-out, installation builds device and passes through double leval jib knot after the center of end bumping post 2 is aligned with precast wall body
Structure stretches out the extension end 3-4 of side block column 3, the lower end of extension end 3-4 and ground face contact, at this time two lateral part surface 3-1 and end gear
Face 2-1 constitutes sliding groove structure, so that precast wall body is fallen into sliding groove structure by hand steered, carries out decoupling device after wall landing, pass through at this time
Sliding groove structure keeps the fixation of wall, installs diagonal brace, and be corrected to wall, and device is built in dismounting, passes through four-bar linkage structure
Withdraw extension end 3-4, the holding tank direction of extension end 3-4 towards end bumping post 2 is mobile, moves up simultaneously, accommodates until entering
It in slot, will not be in contact with ground reserved steel bar, after extension end is withdrawn, pull out pedestal and removed, realized
Under the premise of not destroying ground reserved steel bar, sliding groove structure is arranged by the gap of steel bar piece, makes the installation for building device
Become simple with disassembly.
Specific embodiment 12
The present embodiment is on the basis of specific embodiment 11, further includes thickness adjustment structure 7, thickness specifically
The setting of structure 7 is adjusted between end bumping post 2 and side block column 3, for adapting to the prefabricated panel of different-thickness；
As shown in connection with fig. 10, thickness adjustment structure 7 is for driving two side block columns 3 along the side perpendicular to precast wall body surface
To movement, change the spacing of two side block columns 3, the prefabricated panel of different-thickness is clamped to realize, makes to build device
With better versatility.
Specific embodiment 13
The present embodiment is on the basis of specific embodiment 12, and specifically, as shown in connection with fig. 9, the thickness adjusts
Structure 7 includes: side block column slideway 7-1, positive and negative tooth screw rod 7-2 and screw rod sliding block 7-3, and the side block column slideway 7-1 setting is in institute
It states in holding tank, side block column slideway 7-1 is arranged along the direction perpendicular to prefabricated panel straight line, the fixing end 3-2 of the side block column 3
It is slidably arranged on side block column slideway 7-1, the inside of end bumping post 2, positive and negative tooth screw rod 7-2 is arranged in the positive and negative tooth screw rod 7-2
Both ends pass through the side wall of end bumping post 2 after connect with the fixing end 3-2 of two side block columns 3 respectively by screw rod sliding block 7-3；
One end of positive and negative tooth screw rod 7-2 is connect after passing through the side wall for holding bumping post 2 with handwheel, by rotating handwheel, is driven just
Anti- tooth screw rod 7-2 rotation makes two screw rod sliding block 7-3 translations, drives the fixing end 3-2 of two side columns 3 in side block column slideway
It is slided on 7-1, keeps the extension end 3-4 of two side block columns 3 mobile, change the spacing of two lateral part surface 3-1, adapt to different-thickness
Precast wall body；
Or engaged by being socketed setting screw gear 7-4, screw gear 7-4 on positive and negative tooth screw rod 7-2 with driving screw rod,
Driving screw rod is connect with thickness adjustment motor 7-5, and adjusting motor 7-5 by thickness makes to drive screw rod rotation, and driving screw rod pushes
Screw gear 7-4 rotation, drives positive and negative tooth screw rod 7-2 to rotate, and makes two screw rod sliding block 7-3 translations, drives two side columns 3
Fixing end 3-2 is slided on side block column slideway 7-1, is kept the extension end 3-4 of two side block columns 3 mobile, is changed two lateral part surface 3-1
Spacing, adapt to the precast wall body of different-thickness.
Specific embodiment 14
The present embodiment is on the basis of specific embodiment 13, further includes disassembly knot as shown in connection with fig. 10 specifically
Structure 8, detaching structure 8 is for driving extension end 3-4 to return in the holding tank；
For the setting of detaching structure 8 between end bumping post 2 and side block column 3, the four-bar linkage structure for driving side bumping post 3 is mobile,
So that side block column 3 is moved to two positions, build position and remove position, when building, lateral part surface is located at precast wall body end
Towards the side inside wall, lateral part surface 3-1 is made to clamp the end of precast wall body, when removing position, lateral part surface is close to prefabricated
The side of wall is located in the receiving channel opening of end bumping post, is recovered to side block column 3 in the holding tank of end 2 side of bumping post, thus
The reserved steel bar of bottom surface is avoided, it is easy to dismantle, it avoids the side outside precast wall body room from operating and causes danger.
Specific embodiment 15
The present embodiment be on the basis of specific embodiment 14, specifically, as shown in connection with fig. 9, the detaching structure
It include: reel 8-1, casing 8-2 and quill 8-3, described sleeve pipe axis 8-3 setting is inside the bumping post 2 of end, and the two of quill 8-3
It holds and is connect respectively with a casing 8-2 after the side wall of end bumping post 2, described sleeve pipe 8-2 is socketed on quill 8-3, casing
It is axially disposed on 8-2 side wall to have a sliding slot, it is correspondingly arranged on block with sliding slot on quill 8-3, casing 8-2 and reel 8-1 are same
Axis connection is wound with rope on reel 8-1, and the pull-out end of rope is fixedly connected with the extension end 3-4；
Transmission shaft is provided on the outside of reel 8-1, transmission shaft is connect after passing through the side wall for holding bumping post 2 with handwheel, passes through hand
Wheel rotating drive shaft rotates side reel 8-1, and the reel 8-1 of side drives the other side by casing 8-2 and quill 8-3
Reel 8-1 rotation, reel 8-1 rotation wind rope, and rope is made to pull the movable end 3-4 of side block column 3 mobile to holding tank, will
Side block column 3 is withdrawn, and is rotated backward reel 8-1 in release, is displaced outwardly under the effect of gravity in side block column 3；
Or reel gear 8-4 is set on spool shaft 8-3, reel gear 8-4 is engaged with reel driving screw rod, reel driving
Screw rod is connect with reel motor 8-5, so that reel is driven screw rod rotation by reel motor 8-5, reel drives screw rod to push reel
Gear 8-4 rotation, drives spool shaft 8-3 rotation, and spool shaft 8-3 drives casing 8-2 rotation, casing 8-2 band by side block
Movable reel 8-1 rotation, reel 8-1 rotation wind rope, and rope is made to pull the movable end 3-4 of side block column 3 mobile to holding tank,
Side block column 3 is withdrawn, reel 8-1 is rotated backward in release, is displaced outwardly under the effect of gravity in side block column 3；
When thickness adjustment structure 7 changes the spacing of two side block columns 3, casing 8-2 is mobile with side block column 3, while casing
Block on axis 8-3 slides in the sliding slot of casing 8-2, while keeping rotation connection, realizes casing 8-2 and quill 8-3
Stretching structure.
Specific embodiment 16
The disclosed thickness for building device towards assembled architecture wallboard of the present embodiment adjusts structure；
The present embodiment can be individually present, and it is disclosed towards assembled architecture wall to can be used as specific embodiment 11
Plate builds further limiting for the sliding groove structure of device；
In conjunction with shown in Fig. 9 and Figure 10, thickness adjusts the setting of structure 7 between end bumping post 2 and side block column 3, for adapting to not
The prefabricated panel of stack pile, the thickness adjustment structure 7 includes: side block column slideway 7-1, positive and negative tooth screw rod 7-2 and screw rod sliding block
7-3, the side block column slideway 7-1 are arranged in the holding tank, and side block column slideway 7-1 is along the side perpendicular to prefabricated panel straight line
To setting, the fixing end 3-2 of the side block column 3 is slidably arranged on side block column slideway 7-1, the positive and negative tooth screw rod 7-2 setting
In the inside of end bumping post 2, the both ends of positive and negative tooth screw rod 7-2 are passed through after the side wall of end bumping post 2 through screw rod sliding block 7-3 respectively with two
The fixing end 3-2 connection of a side block column 3；
Thickness adjustment structure 7 changes two for driving two side block columns 3 to move along the direction perpendicular to precast wall body surface
The spacing of a side block column 3 clamps the prefabricated panel of different-thickness to realize, makes to build device with preferably general
Property；
One end of positive and negative tooth screw rod 7-2 is connect after passing through the side wall for holding bumping post 2 with handwheel, by rotating handwheel, is driven just
Anti- tooth screw rod 7-2 rotation makes two screw rod sliding block 7-3 translations, drives the fixing end 3-2 of two side columns 3 in side block column slideway
It is slided on 7-1, keeps the extension end 3-4 of two side block columns 3 mobile, change the spacing of two lateral part surface 3-1, adapt to different-thickness
Precast wall body；
Or engaged by being socketed setting screw gear 7-4, screw gear 7-4 on positive and negative tooth screw rod 7-2 with driving screw rod,
Driving screw rod is connect with thickness adjustment motor 7-5, and adjusting motor 7-5 by thickness makes to drive screw rod rotation, and driving screw rod pushes
Screw gear 7-4 rotation, drives positive and negative tooth screw rod 7-2 to rotate, and makes two screw rod sliding block 7-3 translations, drives two side columns 3
Fixing end 3-2 is slided on side block column slideway 7-1, is kept the extension end 3-4 of two side block columns 3 mobile, is changed two lateral part surface 3-1
Spacing, adapt to the precast wall body of different-thickness.
Specific embodiment 17
The disclosed detaching structure that device is built towards assembled architecture wallboard of the present embodiment；
The present embodiment can be individually present, and it is disclosed towards assembled architecture wall to can be used as specific embodiment 11
Plate builds further limiting for the sliding groove structure of device；
In conjunction with shown in Fig. 9 and Figure 10, detaching structure 8 is for driving extension end 3-4 to return in the holding tank, the disassembly
Structure includes: reel 8-1, casing 8-2 and quill 8-3, and described sleeve pipe axis 8-3 setting is inside the bumping post 2 of end, quill 8-3
Both ends pass through end bumping post 2 side wall after connect respectively with a casing 8-2, described sleeve pipe 8-2 is socketed on quill 8-3,
It is axially disposed on casing 8-2 side wall to have a sliding slot, block, casing 8-2 and reel 8- are correspondingly arranged on quill 8-3 with sliding slot
1 is coaxially connected, and rope is wound on reel 8-1, and the pull-out end of rope is fixedly connected with the extension end 3-4；
For the setting of detaching structure 8 between end bumping post 2 and side block column 3, the four-bar linkage structure for driving side bumping post 3 is mobile,
So that side block column 3 is moved to two positions, build position and remove position, when building, lateral part surface is located at precast wall body end
Towards the side inside wall, lateral part surface 3-1 is made to clamp the end of precast wall body, when removing position, lateral part surface is close to prefabricated
The side of wall is located in the receiving channel opening of end bumping post, is recovered to side block column 3 in the holding tank of end 2 side of bumping post, thus
The reserved steel bar of bottom surface is avoided, it is easy to dismantle, it avoids the side outside precast wall body room from operating and causes danger；
Transmission shaft is provided on the outside of reel 8-1, transmission shaft is connect after passing through the side wall for holding bumping post 2 with handwheel, passes through hand
Wheel rotating drive shaft rotates side reel 8-1, and the reel 8-1 of side drives the other side by casing 8-2 and quill 8-3
Reel 8-1 rotation, reel 8-1 rotation wind rope, and rope is made to pull the movable end 3-4 of side block column 3 mobile to holding tank, will
Side block column 3 is withdrawn, and is rotated backward reel 8-1 in release, is displaced outwardly under the effect of gravity in side block column 3；
Or reel gear 8-4 is set on spool shaft 8-3, reel gear 8-4 is engaged with reel driving screw rod, reel driving
Screw rod is connect with reel motor 8-5, so that reel is driven screw rod rotation by reel motor 8-5, reel drives screw rod to push reel
Gear 8-4 rotation, drives spool shaft 8-3 rotation, and spool shaft 8-3 drives casing 8-2 rotation, casing 8-2 band by side block
Movable reel 8-1 rotation, reel 8-1 rotation wind rope, and rope is made to pull the movable end 3-4 of side block column 3 mobile to holding tank,
Side block column 3 is withdrawn, reel 8-1 is rotated backward in release, is displaced outwardly under the effect of gravity in side block column 3；
When thickness adjustment structure 7 changes the spacing of two side block columns 3, casing 8-2 is mobile with side block column 3, while casing
Block on axis 8-3 slides in the sliding slot of casing 8-2, while keeping rotation connection, realizes casing 8-2 and quill 8-3
Stretching structure.
In the embodiment above, as long as reconcilable technical solution, permutation and combination can be carried out, due to the skill of this field
Art personnel can according to the permutation and combination mathematical knowledge that senior high school period is learnt, after exhaustive all permutation and combination as a result, therefore
State is not repeated to illustrate these results in this application, it should be understood that each permutation and combination result is all remembered by the application
It carries.
Above embodiments are exemplary description of this patent, do not limit its protection scope, those skilled in the art
Member can also be changed its part, as long as it does not exceed the essence of this patent, within the protection scope of the present patent.
Claims (7)
1. a kind of assembled architecture prefabricated panel installation method, which comprises the following steps:
Surveying setting-out: step a in ground iso-surface patch prefabricated panel graticule, and draws towards indoor direction in wallboard graticule two sides and takes
Device graticule is built, the device graticule of building is arranged between the adjacent reserved steel bar in wallboard graticule side；
Device is built in step b, installation: will build device pedestal (1) interleaving from the prefabricated panel graticule adjacent reserved steel bar in side
Enter, fix pedestal (1) with ground according to device graticule is built, guarantees end block face (2-1) and the wallboard graticule end of building device
The alignment of portion's line, while lateral part surface (3-1) is aligned with wallboard graticule side, holds block face (2-1) and lateral part surface (2-2) is formed and ground
Sliding groove structure of the vertical and opening towards prefabricated panel graticule；
Step c, wallboard lifting: the wallboard of lifting is fallen into from the entrance for building device upper end, and wallboard slides into from entrance and slides
Slot structure, wallboard complete the mounting hole and reserved steel bar device to hole of lower surface under the guiding of sliding groove structure, and wallboard slowly falls just
Position；
Step d, decoupling device, decoupling device rear wall plate are fixed by building device；
Step e, correction wallboard positioning；
Step f corrects wallboard verticality.
2. a kind of assembled architecture prefabricated panel installation method according to claim 1, which is characterized in that in step a, survey
After measuring unwrapping wire, the positioning of complex correction reserved steel bar and verticality.
3. a kind of assembled architecture prefabricated panel installation method according to claim 1, which is characterized in that the step e
In, by the way that the position of the second diagonal brace (6) adjustment end bumping post (2) and side block column (3) relative to ground on pedestal (1) is arranged,
Bumping post (2) and side block column (3) are held to drive wallboard mobile, so as to adjust wallboard positioning.
4. a kind of assembled architecture prefabricated panel installation method according to claim 1, which is characterized in that the step f
In, by the way that the first diagonal brace (5) adjustment end bumping post (2) on pedestal (1) and side block column (3) is arranged relative to the vertical of ground
Degree holds bumping post (2) and side block column (3) to drive wallboard mobile, to correct wallboard verticality.
5. a kind of wallboard bearing calibration for building device based on assembled architecture wallboard, which is characterized in that by being arranged in pedestal
(1) bumping post (2) and side block column are held in the position of the second diagonal brace (6) adjustment end bumping post (2) and side block column (3) relative to ground on
(3) drive wallboard mobile, so as to adjust wallboard positioning；
By the way that the first diagonal brace (5) adjustment end bumping post (2) on pedestal (1) and side block column (3) is arranged relative to the vertical of ground
Degree holds bumping post (2) and side block column (3) to drive wallboard mobile, to correct wallboard verticality.
6. a kind of assembled architecture prefabricated panel installation method according to claim 1,2,3 or 4, which is characterized in that institute
The method of stating is applied builds on device in a kind of assembled architecture wallboard.
7. a kind of assembled architecture prefabricated panel installation method according to claim 6, which is characterized in that described builds
Device includes: pedestal (1), end bumping post (2), side block column (3), slide (4), the first diagonal brace (5) and the second diagonal brace (6).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910298260.4A CN109914823B (en) | 2019-04-15 | 2019-04-15 | Method for installing prefabricated wall board of prefabricated building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910298260.4A CN109914823B (en) | 2019-04-15 | 2019-04-15 | Method for installing prefabricated wall board of prefabricated building |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN109914823A true CN109914823A (en) | 2019-06-21 |
| CN109914823B CN109914823B (en) | 2021-03-02 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201910298260.4A Active CN109914823B (en) | 2019-04-15 | 2019-04-15 | Method for installing prefabricated wall board of prefabricated building |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110318548A (en) * | 2019-06-24 | 2019-10-11 | 天元建设集团有限公司 | A kind of assembled wall mounting bracket and its construction method |
| CN110714621A (en) * | 2019-10-31 | 2020-01-21 | 北京市市政四建设工程有限责任公司 | Millimeter-scale accurate positioning system and method in prefabricated stand column hoisting process |
| CN111608402A (en) * | 2020-05-23 | 2020-09-01 | 成都市天柱建筑工程有限公司 | Connecting device for prefabricated house and connecting method thereof |
| CN114525891A (en) * | 2022-02-24 | 2022-05-24 | 山东长箭建设集团有限公司 | Assembled building wall connection structure |
| CN114673370A (en) * | 2022-04-01 | 2022-06-28 | 吴力森 | Be used for quick location erection equipment of prefabricated building |
| CN115030524A (en) * | 2022-05-20 | 2022-09-09 | 中建八局第一建设有限公司 | Wallboard auxiliary device for assembly type structure |
Citations (30)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB756754A (en) * | 1954-01-20 | 1956-09-12 | Oliver Frank Duke | Improvements in and relating to tools for transporting and laying building blocks and the like |
| FR2405337A1 (en) * | 1977-10-06 | 1979-05-04 | Parica | Construction method for small dwelling - with concrete wall panels cast on floor slab and lifted and pivoted into place using hoist on gantry frame |
| CH654613A5 (en) * | 1981-02-03 | 1986-02-28 | Voest Alpine Ag | STAND FOR PARTITION WALLS FOR FIRE AND SOUND PROTECTION. |
| NL9001175A (en) * | 1990-05-21 | 1991-12-16 | Apolonia Maria Brabander | Warehouse front glass panes erection method - using scaffold moving over consoles, with glass panes hoisted by lift supported by scaffold |
| FR2682978A1 (en) * | 1991-10-23 | 1993-04-30 | Legeai Bernard | Device making it possible to position slabs used in the building trade |
| EP0571229A1 (en) * | 1992-05-22 | 1993-11-24 | Quartet Manufacturing Company | Panel system |
| US5893255A (en) * | 1997-07-11 | 1999-04-13 | Lee; Kou-An | Method for locating a wall form assembly on a floor of a concrete structure, and implements for use in said locating method |
| JP2000054639A (en) * | 1998-08-05 | 2000-02-22 | Kita Nippon Sekisui Kogyo Kk | Wall hanger |
| US20080168735A1 (en) * | 2007-01-16 | 2008-07-17 | Clement Guevremont | Building panel |
| CN102230315A (en) * | 2011-04-18 | 2011-11-02 | 有利华建筑预制件有限公司 | Prefabricated part and semi-prefabricated construction method for multistory building |
| CN203113553U (en) * | 2013-02-26 | 2013-08-07 | 沈阳建筑大学建筑设计研究院 | Prefabricated concrete frame-shear wall structure |
| CN103510715A (en) * | 2013-09-10 | 2014-01-15 | 东莞市彩丽建筑维护技术有限公司 | Method for calibrating concrete prefabricated wallboard installation construction datum and calibrating device |
| CN103726607A (en) * | 2014-01-20 | 2014-04-16 | 王睿敏 | Wall board for assembling integral shear wall, shear wall and construction method of shear wall |
| CN104775606A (en) * | 2015-04-07 | 2015-07-15 | 誉龙华创环保科技（北京）有限公司 | Operation platform for prefabricated assembled residential building wall plate construction and construction method thereof |
| CN105275208A (en) * | 2015-09-30 | 2016-01-27 | 长沙远大住宅工业集团有限公司 | Prefabricated out-hung wall panel construction method |
| CN105464244A (en) * | 2015-10-30 | 2016-04-06 | 江苏中南建筑产业集团有限责任公司 | Prefabricated integrated shear wall construction method |
| CN105696801A (en) * | 2016-02-02 | 2016-06-22 | 江苏建筑职业技术学院 | Accurate positioning device for hoisting of prefabricated part |
| CN107815949A (en) * | 2017-10-18 | 2018-03-20 | 江西方兴科技有限公司 | A kind of automatic dabbing equipment suitable for highway precast beam |
| CN108005387A (en) * | 2017-12-04 | 2018-05-08 | 天津市东鑫新材料科技有限公司 | A kind of assembled wallboard and the cast-in-place main body method for synchronously constructing of shear wall with short piers |
| CN108204131A (en) * | 2016-12-16 | 2018-06-26 | 李聪 | A kind of prefabricated partition wall construction method |
| CN108331348A (en) * | 2018-03-23 | 2018-07-27 | 承德绿建建筑节能科技有限公司 | The construction method of assembled wall |
| CN108590200A (en) * | 2018-04-28 | 2018-09-28 | 马鞍山市金韩防水保温工程有限责任公司 | A kind of exterior-wall heat insulation panel mounting mechanism |
| CN207932891U (en) * | 2018-03-15 | 2018-10-02 | 深圳建昌工程设计有限公司 | A kind of assembled wall |
| CN108708485A (en) * | 2018-05-19 | 2018-10-26 | 高建芳 | A kind of mounting structure of precast concrete assembled wallboard |
| CN208122342U (en) * | 2018-04-11 | 2018-11-20 | 桐乡中卓金属构件有限公司 | A kind of assembled lightweight wall panel installation equipment |
| CN208347335U (en) * | 2018-06-11 | 2019-01-08 | 曹鋆 | A kind of installation tool of assembled architecture prefabricated panel |
| CN208430790U (en) * | 2018-06-26 | 2019-01-25 | 邛崃三柚建筑机械有限公司 | A kind of position guiding device of assembled architecture prefabricated panel lifting |
| CN208469866U (en) * | 2018-05-08 | 2019-02-05 | 云南普景弘科技有限公司 | A kind of building board transport device |
| CN109594679A (en) * | 2018-12-05 | 2019-04-09 | 杭州江润科技有限公司 | Prefabricated assembled wall and construction method |
| CN109594784A (en) * | 2018-12-18 | 2019-04-09 | 北京市住宅产业化集团股份有限公司 | A kind of assembled wall auxiliary installation device and application method |
-
2019
- 2019-04-15 CN CN201910298260.4A patent/CN109914823B/en active Active
Patent Citations (30)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB756754A (en) * | 1954-01-20 | 1956-09-12 | Oliver Frank Duke | Improvements in and relating to tools for transporting and laying building blocks and the like |
| FR2405337A1 (en) * | 1977-10-06 | 1979-05-04 | Parica | Construction method for small dwelling - with concrete wall panels cast on floor slab and lifted and pivoted into place using hoist on gantry frame |
| CH654613A5 (en) * | 1981-02-03 | 1986-02-28 | Voest Alpine Ag | STAND FOR PARTITION WALLS FOR FIRE AND SOUND PROTECTION. |
| NL9001175A (en) * | 1990-05-21 | 1991-12-16 | Apolonia Maria Brabander | Warehouse front glass panes erection method - using scaffold moving over consoles, with glass panes hoisted by lift supported by scaffold |
| FR2682978A1 (en) * | 1991-10-23 | 1993-04-30 | Legeai Bernard | Device making it possible to position slabs used in the building trade |
| EP0571229A1 (en) * | 1992-05-22 | 1993-11-24 | Quartet Manufacturing Company | Panel system |
| US5893255A (en) * | 1997-07-11 | 1999-04-13 | Lee; Kou-An | Method for locating a wall form assembly on a floor of a concrete structure, and implements for use in said locating method |
| JP2000054639A (en) * | 1998-08-05 | 2000-02-22 | Kita Nippon Sekisui Kogyo Kk | Wall hanger |
| US20080168735A1 (en) * | 2007-01-16 | 2008-07-17 | Clement Guevremont | Building panel |
| CN102230315A (en) * | 2011-04-18 | 2011-11-02 | 有利华建筑预制件有限公司 | Prefabricated part and semi-prefabricated construction method for multistory building |
| CN203113553U (en) * | 2013-02-26 | 2013-08-07 | 沈阳建筑大学建筑设计研究院 | Prefabricated concrete frame-shear wall structure |
| CN103510715A (en) * | 2013-09-10 | 2014-01-15 | 东莞市彩丽建筑维护技术有限公司 | Method for calibrating concrete prefabricated wallboard installation construction datum and calibrating device |
| CN103726607A (en) * | 2014-01-20 | 2014-04-16 | 王睿敏 | Wall board for assembling integral shear wall, shear wall and construction method of shear wall |
| CN104775606A (en) * | 2015-04-07 | 2015-07-15 | 誉龙华创环保科技（北京）有限公司 | Operation platform for prefabricated assembled residential building wall plate construction and construction method thereof |
| CN105275208A (en) * | 2015-09-30 | 2016-01-27 | 长沙远大住宅工业集团有限公司 | Prefabricated out-hung wall panel construction method |
| CN105464244A (en) * | 2015-10-30 | 2016-04-06 | 江苏中南建筑产业集团有限责任公司 | Prefabricated integrated shear wall construction method |
| CN105696801A (en) * | 2016-02-02 | 2016-06-22 | 江苏建筑职业技术学院 | Accurate positioning device for hoisting of prefabricated part |
| CN108204131A (en) * | 2016-12-16 | 2018-06-26 | 李聪 | A kind of prefabricated partition wall construction method |
| CN107815949A (en) * | 2017-10-18 | 2018-03-20 | 江西方兴科技有限公司 | A kind of automatic dabbing equipment suitable for highway precast beam |
| CN108005387A (en) * | 2017-12-04 | 2018-05-08 | 天津市东鑫新材料科技有限公司 | A kind of assembled wallboard and the cast-in-place main body method for synchronously constructing of shear wall with short piers |
| CN207932891U (en) * | 2018-03-15 | 2018-10-02 | 深圳建昌工程设计有限公司 | A kind of assembled wall |
| CN108331348A (en) * | 2018-03-23 | 2018-07-27 | 承德绿建建筑节能科技有限公司 | The construction method of assembled wall |
| CN208122342U (en) * | 2018-04-11 | 2018-11-20 | 桐乡中卓金属构件有限公司 | A kind of assembled lightweight wall panel installation equipment |
| CN108590200A (en) * | 2018-04-28 | 2018-09-28 | 马鞍山市金韩防水保温工程有限责任公司 | A kind of exterior-wall heat insulation panel mounting mechanism |
| CN208469866U (en) * | 2018-05-08 | 2019-02-05 | 云南普景弘科技有限公司 | A kind of building board transport device |
| CN108708485A (en) * | 2018-05-19 | 2018-10-26 | 高建芳 | A kind of mounting structure of precast concrete assembled wallboard |
| CN208347335U (en) * | 2018-06-11 | 2019-01-08 | 曹鋆 | A kind of installation tool of assembled architecture prefabricated panel |
| CN208430790U (en) * | 2018-06-26 | 2019-01-25 | 邛崃三柚建筑机械有限公司 | A kind of position guiding device of assembled architecture prefabricated panel lifting |
| CN109594679A (en) * | 2018-12-05 | 2019-04-09 | 杭州江润科技有限公司 | Prefabricated assembled wall and construction method |
| CN109594784A (en) * | 2018-12-18 | 2019-04-09 | 北京市住宅产业化集团股份有限公司 | A kind of assembled wall auxiliary installation device and application method |
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110318548A (en) * | 2019-06-24 | 2019-10-11 | 天元建设集团有限公司 | A kind of assembled wall mounting bracket and its construction method |
| CN110318548B (en) * | 2019-06-24 | 2023-08-22 | 天元建设集团有限公司 | Assembled wall mounting bracket and construction method thereof |
| CN110714621A (en) * | 2019-10-31 | 2020-01-21 | 北京市市政四建设工程有限责任公司 | Millimeter-scale accurate positioning system and method in prefabricated stand column hoisting process |
| CN111608402A (en) * | 2020-05-23 | 2020-09-01 | 成都市天柱建筑工程有限公司 | Connecting device for prefabricated house and connecting method thereof |
| CN114525891A (en) * | 2022-02-24 | 2022-05-24 | 山东长箭建设集团有限公司 | Assembled building wall connection structure |
| CN114525891B (en) * | 2022-02-24 | 2024-01-19 | 山东长箭建设集团有限公司 | Assembled building wall connection structure |
| CN114673370A (en) * | 2022-04-01 | 2022-06-28 | 吴力森 | Be used for quick location erection equipment of prefabricated building |
| CN114673370B (en) * | 2022-04-01 | 2024-03-12 | 安徽芮艺建筑工程有限公司 | Be used for prefabricated assembled house quick positioning erection equipment |
| CN115030524A (en) * | 2022-05-20 | 2022-09-09 | 中建八局第一建设有限公司 | Wallboard auxiliary device for assembly type structure |
| CN115030524B (en) * | 2022-05-20 | 2023-07-25 | 中建八局第一建设有限公司 | Wallboard auxiliary device for assembled building |
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