CN106217637B - Precast shear wall manufacturing equipment and manufacturing method - Google Patents
Precast shear wall manufacturing equipment and manufacturing method Download PDFInfo
- Publication number
- CN106217637B CN106217637B CN201610590923.6A CN201610590923A CN106217637B CN 106217637 B CN106217637 B CN 106217637B CN 201610590923 A CN201610590923 A CN 201610590923A CN 106217637 B CN106217637 B CN 106217637B
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- console
- shear wall
- operation platform
- fixed
- operation panel
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Classifications
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B23/00—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
- B28B23/02—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
- E04C2/04—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
- E04C2/06—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres reinforced
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Manufacturing & Machinery (AREA)
- Chemical & Material Sciences (AREA)
- Ceramic Engineering (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention provides a kind of precast shear wall manufacturing equipment, the master console including being arranged on horizontal base plate and is equipped with the first operation panel and the second operation panel that are oppositely arranged from console, the master console and from console;First operation panel is arranged on master console by toothed disc, control the rotation of motor control toothed disc, gear disc spins drive the first operation panel and the rotation of predetermined manufactured operation platform, second operation panel is arranged by driven wheel from console, after precast shear wall is fixed on predetermined manufactured operation platform and slave operation platform, the rotation of toothed disc drives precast shear wall, slave operation platform, the second operation panel and driven wheel rotation;Precast shear wall manufacturing equipment and manufacturing method described in the invention have the advantage that:Large-scale shear wall can be operated, the rotation angle of shear wall during construction and installation can be arbitrarily adjusted by the master console being oppositely arranged and from console, has many advantages, such as easy to operate, speed of application is fast.
Description
Technical field
The invention belongs to construction engineering technical field, more particularly, to a kind of precast shear wall manufacturing equipment and manufacture
Method.
Background technique
Currently, there are two types of the forms of construction work of shear wall, one is being assembled by prefabricated reinforced concrete wall panel, due to being
Distance manufacture, assembling, therefore, speed of application is fast, but intensity is poor;Another kind is cast in situs armored concrete, i.e., in construction
The reinforcing bar two sides at scene assemble row's template respectively, and casting concrete is starched between two rows of templates, after to be solidified, dismantle two sides
Template, be that surface of wall is smoothed out with concrete, the reinforced concrete structure of cast in situs since beam column is integrally formed, because
This, structural strength is larger, but the construction time is longer, and especially exterior surface of wall also needs to smear waterproof material, surface decoration material,
The required construction time is longer.
Precast shear wall is represented shear wall and is even built due to its inherent advantage on speed of application and project cost
The direction of design concept, with the growth of the market demand and the continuous promotion of production technology, the structure of shear wall is more and more regular,
Size is also increasing, requires also higher and higher, existing large scale prefabricated shear wall width to the manufacturing of precast shear wall
More than 5 meters, it highly can reach 3 meters or more, the connector construction of precast shear wall can not be met by artificial construction, be needed
It is same prefabricated by heavy mechanical equipment, to guarantee the product quality of precast shear wall.
Summary of the invention
In view of this, the invention is directed to a kind of precast shear wall manufacturing equipment and manufacturing method, it is big to solve
Type precast shear wall in process of production existing constructional difficulties and product quality is inconsistent and component welding present in efficiency
The problems such as low.
In order to achieve the above objectives, the technical solution of the invention is realized in:
Precast shear wall manufacturing equipment, including the master console that is arranged on horizontal base plate and from console, the master control
It platform processed and is oppositely arranged in same level height from console;
The master console is arranged on main basal base, and the main basal base is fixed on horizontal base plate by horizontal rail, institute
It states from console setting from pedestal, it is described to be fixed on horizontal base plate from pedestal by fixed plate;
The master console and the first operation panel and the second operation panel that are oppositely arranged are equipped with from console;
First operation panel is arranged on master console by toothed disc, controls the rotation of motor control toothed disc, tooth
Taking turns disc spins drives the first operation panel and the rotation of predetermined manufactured operation platform, first operation panel to pass through the first connecting column and predetermined manufactured operation
Platform connection, the predetermined manufactured operation platform are equipped with multiple handle holes by reinforcing bar, are additionally provided with horizontal perforation, institute in every row's handle hole
It states and is equipped with stretch rod in horizontal perforation, the predetermined manufactured operation platform direction is additionally provided with the first positioning seat from console direction;
Second operation panel is arranged by driven wheel from console, second operation panel by the second connecting column with
On slave operation platform, the slave operation platform is equipped with the bending ring of multiple fixed steel bars ends, the bending ring and the behaviour
It is correspondingly arranged as hole, it is described to be additionally provided with the second positioning seat, second positioning seat and from station towards master console direction
Two positioning seats match, and after precast shear wall is fixed on predetermined manufactured operation platform and slave operation platform, the rotation of toothed disc drives pre-
Shear wall, slave operation platform, the second operation panel and driven wheel rotation processed;
The end of stretch rod in first operation panel is equipped with from dynamic crankshaft, described from dynamic crankshaft and vertically disposed biography
Dynamic vertical bar is detachably connected, and the bottom end of the transmission vertical bar is connect by active crankshaft with the second motor, and second motor is solid
It is scheduled on the second pedestal, second pedestal is fixed on main basal base, and the top of the transmission vertical bar passes through limiting slot and truss
Connection, the truss are connect by sliding slot with limiting bracket, and the limiting bracket is fixed on the top of master console;
The master console and from the bearing seat that can arbitrarily move is additionally provided between console, the bearing seat passes through lifting
Frame is connect with lifting base, and the bottom of the lifting base is equipped with multiple groups skate;
The master console and it is additionally provided with erection tower above console, the master console and from also setting between console
There is height-adjustable workbench.
Further, the first operation sky is formed by the first connecting column between first operation panel and predetermined manufactured operation platform
Between;The second operating space, first operation are formed by the second connecting column between second operation panel and slave operation platform
The width in space is 10-25cm, and the width of second operating space is 10-20cm.
Further, the predetermined manufactured operation platform is equipped with several location holes, and first positioning seat is by location hole and in advance
Station processed is fixedly connected;The slave operation platform be equipped with several location holes, second positioning seat by location hole with from
Dynamic station is fixedly connected.
Further, the horizontal rail includes at least 3 sliding rails, and the bottom of the main basal base is equipped with bearing wheels, described
Bearing wheels are along sliding rail horizontal movement.
Further, the predetermined manufactured operation platform is round, rectangular, rectangle or triangle.
Further, the mounting hole of installation pre-embedding metal part is additionally provided on the predetermined manufactured operation platform.
Further, the truss controls its horizontal balance in sliding slot by horizontal top-bearing jar, and passes through limit bullet
Spring defined position.
Further, the driven wheel is connect by driven fixing seat with from console, and the driven fixing seat is equipped with
Limit the fixed disk of driven wheel rotation.
Further, the main basal base is equipped with metal defect detection detection device.
The manufacturing method of precast shear wall, includes the following steps:
A is lifted two pieces of building templates to master console and between console, by first piece of building mould by erection tower
Plate is fixed on predetermined manufactured operation platform by the first positioning seat, and second piece of building template is fixed on driven behaviour by the second positioning seat
To make on platform, predetermined manufactured operation platform fixes the horizontal position and rotation angle of first piece of building template by master console and toothed disc,
Slave operation platform adjusts the rotation angle of second piece of building template by driven wheel and is fixed by fixed disk, passes through horizontal rail
The distance between first piece of building template and second piece of building template are adjusted, bearing seat is placed under two pieces of building templates simultaneously
Building template is slightly jacked up by crane;
B, is laid with reinforcing bar between two pieces of prefabricated building templates, and one end of the reinforcing bar is fixed on driven by bending ring
On station, the other end of the reinforcing bar stretches out 2-5cm by the handle hole on the predetermined manufactured operation platform, is laid with pre-embedding metal part
And split bolt;
C, casting concrete slurry are slightly rotated left and right by control motor control predetermined manufactured operation platform and swing 5-15min;
Reinforcing bar is done bending operation from the first operating space and is limited on stretch rod by D, servo-actuated on vertical bar by being driven
Connector is fixedly connected with from dynamic crankshaft, and the end of reinforcing bar is rotated braiding by the second motor control stretch rod rotary motion,
It is fixed after truss to be moved horizontally to 0.5-2cm along the chute;
E removes bearing seat, unclamps the fixed disk of limitation driven wheel rotation, adjusts two pieces of building templates by control motor
Rotation angle, the metal fixing of shear wall and reinforcing bar are done to the original state for restoring shear wall after fastening processing by workbench
State removes building template by the translation of horizontal rail, after the detection of metal defect detection detection device is qualified, by shearing after the completion
Wall is walked by lifting tower crane.
Compared with the existing technology, precast shear wall manufacturing equipment and manufacturing method described in the invention have following excellent
Gesture:
(1) large-scale shear wall can be operated, is being applied by the master console being oppositely arranged and can arbitrarily being adjusted from console
The rotation angle of shear wall in work installation process, has many advantages, such as easy to operate, and speed of application is fast;
(2) building template, which is removed after concrete grout solidification by horizontal rail, has dismounting speed fast, and demolishing process is flat
Surely the wall of shear wall will not be caused to damage;
(3) shear wall construction process is simple, will not move on a large scale in process of production, greatly alleviate labor intensity and
Difficulty of construction;
(4) the angle operation of the most comfortable, easy for construction, speed of application may be selected when worker is artificial construction to shear wall
It can accelerate.
Detailed description of the invention
The attached drawing for constituting a part of the invention is used to provide to further understand the invention, present invention wound
The illustrative embodiments and their description made are used to explain the present invention creation, do not constitute the improper restriction to the invention.?
In attached drawing:
Fig. 1 is the schematic diagram of precast shear wall manufacturing equipment described in the invention embodiment.
Description of symbols:
10- master console;11- main basal base;12- horizontal rail;13- toothed disc;The first operation panel of 14-;15- control electricity
Machine;The first connecting column of 16-;20- predetermined manufactured operation platform;The first positioning seat of 21-;22- stretch rod;23- is from dynamic crankshaft;24- is servo-actuated to be connected
Connector;The second motor of 25-;26- active crankshaft;The second pedestal of 27-;28- is driven vertical bar;30- limiting bracket;31- sliding slot;32-
Truss;33- limiting slot;40- bearing seat;41- crane;42- lifting base;43- skate;50- is from console;51- driven wheel;
The second operation panel of 52-;53- slave operation platform;The second positioning seat of 54-;The second connecting column of 55-;56- is from pedestal;57- fixed plate;
60- horizontal base plate.
Specific embodiment
It should be noted that in the absence of conflict, the feature in embodiment and embodiment in the invention can
To be combined with each other.
In the description of the invention, it is to be understood that term " center ", " longitudinal direction ", " transverse direction ", "upper", "lower",
The orientation or positional relationship of the instructions such as "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outside" is
It is based on the orientation or positional relationship shown in the drawings, is merely for convenience of description the invention and simplifies description, rather than indicate
Or imply that signified device or element must have a particular orientation, be constructed and operated in a specific orientation, therefore cannot understand
For the limitation to the invention.In addition, term " first ", " second " etc. are used for description purposes only, and should not be understood as indicating
Or it implies relative importance or implicitly indicates the quantity of indicated technical characteristic." first ", " second " etc. are defined as a result,
Feature can explicitly or implicitly include one or more of the features.In the description of the invention, unless separately
It is described, the meaning of " plurality " is two or more.
In the description of the invention, it should be noted that unless otherwise clearly defined and limited, term " peace
Dress ", " connected ", " connection " shall be understood in a broad sense, for example, it may be being fixedly connected, may be a detachable connection, or integrally
Connection;It can be mechanical connection, be also possible to be electrically connected;Can be directly connected, can also indirectly connected through an intermediary,
It can be the connection inside two elements.For the ordinary skill in the art, on being understood by concrete condition
State concrete meaning of the term in the invention.
Below with reference to the accompanying drawings 1 and in conjunction with the embodiments come the present invention will be described in detail create.
The present invention provides a kind of precast shear wall manufacturing equipment, including 10 He of master console being arranged on horizontal base plate 60
From console 50, the master console 10 be oppositely arranged in same level height from console 50;
Master console 10 and the building template and adjustment building template to cooperate from console 50 for fixing shear wall
Tilt angle, precise control greatly facilitates construction;
The master console 10 is arranged on main basal base 11, and the main basal base 11 is fixed on horizontal base by horizontal rail 12
On plate 60, it is described from the setting of console 50 from pedestal 56, it is described that horizontal base plate is fixed on by fixed plate 57 from pedestal 56
On 60;Horizontal rail 12 facilitates the direction of control building template, also uses for controlling the movement in the horizontal direction of main basal base 11
Building template is removed after the completion of shear wall construction.
The master console 10 and the first operation panel 14 and the second operation panel 52 that are oppositely arranged are equipped with from console 50;
First operation panel 14 and the second operation panel 52 are mainly used for fixed predetermined manufactured operation platform 20 and slave operation platform 53, are directed in construction
The shear wall of different model usually requires the fixation predetermined manufactured operation platform 20 and slave operation platform 53 of replacement different model.
Master console 10 is adjusted by horizontal rail 12 and from the distance between console 50, the distance is in order to suitable difference
The shear wall of length is driven by the rotation of the first operation panel 14 of master console 10 from the second operation panel 52 of console 50
The cooperation rotary steerable shear wall of driven rotation, the first operation panel 14 and the second operation panel 52 and the inclination angle of building template
Degree.
First operation panel 14 is arranged on master console 10 by toothed disc 13, and control motor 15 controls toothed disc 13
Rotation, the rotation of toothed disc 13 drives the first operation panel 14 and predetermined manufactured operation platform 20 to rotate, and first operation panel 14 passes through the
One connecting column 16 is connect with predetermined manufactured operation platform 20, and the predetermined manufactured operation platform 20 is equipped with multiple handle holes by reinforcing bar, every row
It is additionally provided with horizontal perforation in handle hole, is equipped with stretch rod 22 in the horizontal perforation, the predetermined manufactured operation platform 20 is towards from control
50 direction of platform is additionally provided with the first positioning seat 21;Handle hole can be used for protruding the reserved location of reinforcing bar and metalwork, can facilitate to cutting
The metalwork of power wall does constructing operation, and for installing stretch rod 22, stretch rod 22 can be used for fixed steel bars and metal for level perforation
Part winds reinforcing bar for weaving.
Second operation panel 52 is arranged by driven wheel 51 from console 50, and second operation panel 52 passes through second
On connecting column 55 and slave operation platform 53, the slave operation platform 53 is equipped with the bending ring of multiple fixed steel bars ends, described
Bending ring is correspondingly arranged with the handle hole, described to be additionally provided with the second positioning seat 54 from station towards 10 direction of master console,
Second positioning seat 54 matches with the second positioning seat 54, when precast shear wall is fixed on predetermined manufactured operation platform 20 and slave operation
After platform 53, the rotation of toothed disc 13 drives precast shear wall, slave operation platform 53, the second operation panel 52 and driven wheel 51 to rotate;
The end of stretch rod 22 in first operation panel 14 is equipped with from dynamic crankshaft 23, it is described from dynamic crankshaft 23 with it is vertical
The transmission vertical bar 28 of setting is detachably connected, and the bottom end of the transmission vertical bar 28 is connected by active crankshaft 26 and the second motor 25
It connects, second motor 25 is fixed on the second pedestal 27, and second pedestal 27 is fixed on main basal base 11, and the transmission is perpendicular
The top of bar 28 is connect by limiting slot 33 with truss 32, and the truss 32 is connect by sliding slot 31 with limiting bracket 30, described
Limiting bracket 30 is fixed on the top of master console 10;
The master console 10 and from being additionally provided with the bearing seat 40 that can arbitrarily move, the bearing seat 40 between console 50
It is connect by crane 41 with lifting base 42, the bottom of the lifting base 42 is equipped with multiple groups skate 43;
The master console 10 be additionally provided with erection tower above console 50, the master console 10 with from console 50
Between be additionally provided with height-adjustable workbench
Further, first behaviour is formed by the first connecting column 16 between first operation panel 14 and predetermined manufactured operation platform 20
Make space;Second operating space, institute are formed by the second connecting column 55 between second operation panel 52 and slave operation platform 53
The width for stating the first operating space is 10-25cm, and the width of second operating space is 10-20cm, the first reserved operation
Space and the second operating space can facilitate the construction of shear wall two sides, such as fixed steel bars end, installation metalwork, welding assembly
Operation.
The predetermined manufactured operation platform 20 is equipped with several location holes, and first positioning seat 21 passes through location hole and predetermined manufactured operation
Platform 20 is fixedly connected;The slave operation platform 53 be equipped with several location holes, second positioning seat 54 by location hole with from
Dynamic station 53 is fixedly connected.
The horizontal rail 12 includes at least 3 sliding rails, and the bottom of the main basal base 11 is equipped with bearing wheels, the bearing wheels
Along sliding rail horizontal movement.
The predetermined manufactured operation platform 20 is round, rectangular, rectangle or triangle, and the shape of predetermined manufactured operation platform 20 is not limited to
State shape.
The mounting hole of installation pre-embedding metal part is additionally provided on the predetermined manufactured operation platform 20.
The truss 32 controls its horizontal balance in sliding slot 31 by horizontal top-bearing jar, and is limited by limit spring
Position.
The driven wheel 51 is connect by driven fixing seat with from console 50, the driven fixing seat be equipped with limitation from
The fixed disk that driving wheel 51 rotates.
The main basal base 11 is equipped with metal defect detection detection device, and metal defect detection detection device is for detecting inside shear wall
Metal parts whether there is defect, can be completed at the same time manufacture and characterization processes on the same device, after the completion of shear wall construction
Detect qualification can directly entrucking shipment, simplify process flow while ensure that product quality.
The manufacturing method of precast shear wall, includes the following steps:
Two pieces of building templates are lifted to master console 10 and between console 50 by erection tower, first piece are built by A
Building mould is fixed on predetermined manufactured operation platform 20 by the first positioning seat 21, and second piece of building template is consolidated by the second positioning seat 54
It is scheduled on slave operation platform 53, predetermined manufactured operation platform 20 fixes the water of first piece of building template by master console 10 and toothed disc 13
Angle is set and rotated to prosposition, and slave operation platform 53 adjusts the rotation angle of second piece of building template by driven wheel 51 and passes through solid
Price fixing is fixed, and the distance between first piece of building template and second piece of building template is adjusted by horizontal rail 12, by bearing seat
40 are placed under two pieces of building templates and are slightly jacked up building template by crane 41;
B, is laid with reinforcing bar between two pieces of prefabricated building templates, and one end of the reinforcing bar is fixed on driven by bending ring
On station 53, the other end of the reinforcing bar stretches out 2-5cm by the handle hole on the predetermined manufactured operation platform 20, is laid with pre-buried gold
Belong to part and split bolt;
C, casting concrete slurry, controlling predetermined manufactured operation platform 20 by control motor 15, slightly left rotation and right rotation swings 5-15min;
Reinforcing bar is done bending operation from the first operating space and is limited on stretch rod 22 by D, will be on transmission vertical bar 28
Servo-actuated connector 24 is fixedly connected with from dynamic crankshaft 23, controls 22 rotary motion of stretch rod for the end of reinforcing bar by the second motor 25
Portion's rotation braiding, by truss 32 along the chute 31 move horizontally it is fixed after 0.5-2cm;
E removes bearing seat 40, unclamps the fixed disk that limitation driven wheel 51 rotates, adjusts two pieces by control motor 15 and build
The rotation angle of building mould restores shear wall after the metal fixing of shear wall and reinforcing bar are done fastening processing by workbench
Original state removes building template by the translation of horizontal rail 12, after the detection of metal defect detection detection device is qualified, by after the completion of
Shear wall by lift tower crane walk.
The foregoing is merely the preferred embodiments of the invention, are not intended to limit the invention creation, all at this
Within the spirit and principle of innovation and creation, any modification, equivalent replacement, improvement and so on should be included in the invention
Protection scope within.
Claims (10)
1. precast shear wall manufacturing equipment, it is characterised in that:Including be arranged master console (10) on horizontal base plate (60) and
From console (50), the master console (10) and it is oppositely arranged in same level height from console (50);
The master console (10) is arranged on main basal base (11), and the main basal base (11) is fixed on water by horizontal rail (12)
On flat substrate (60), it is described from console (50) setting from pedestal (56), it is described to pass through fixed plate (57) from pedestal (56)
It is fixed on horizontal base plate (60);
The master console (10) and from console (50) be equipped with opposite the first operation panel (14) and the second operation panel (52);
First operation panel (14) is arranged on master console (10) by toothed disc (13), and control motor (15) controls gear
The rotation of disk (13), toothed disc (13) rotation drive the first operation panel (14) and predetermined manufactured operation platform (20) rotation, first behaviour
Make disk (14) to connect by the first connecting column (16) with predetermined manufactured operation platform (20), the predetermined manufactured operation platform (20) is equipped with multiple logical
The handle hole of reinforcing bar is crossed, horizontal perforation is additionally provided in every row's handle hole, is equipped with stretch rod (22) in the horizontal perforation, it is described pre-
Station (20) direction processed is additionally provided with multiple first positioning seats (21) from console (50) direction;
Second operation panel (52) is arranged by driven wheel (51) from console (50), and second operation panel (52) is logical
It crosses the second connecting column (55) to connect with slave operation platform (53), the slave operation platform (53) is equipped with multiple fixed steel bars ends
Bending ring, the bending ring is correspondingly arranged with the handle hole on the predetermined manufactured operation platform (20), the slave operation platform (53)
Multiple second positioning seats (54), second positioning seat (54) and the first positioning seat are additionally provided with towards master console (10) direction
(21) it matches, after precast shear wall is fixed between predetermined manufactured operation platform (20) and slave operation platform (53), toothed disc (13)
Rotation drives the first operation panel (14), predetermined manufactured operation platform (20), precast shear wall, slave operation platform (53), the second operation panel
(52) and driven wheel (51) rotates;
The end of stretch rod (22) in first operation panel (14) is equipped with from dynamic crankshaft (23), it is described from dynamic crankshaft (23) with
The servo-actuated connector (24) of vertically disposed transmission vertical bar (28) is detachably connected, and the bottom end of transmission vertical bar (28) passes through master
Dynamic crankshaft (26) is connect with the second motor (25), and the second motor (25) control transmission vertical bar (28) moves back and forth and then controls
Stretch rod (22) rotary motion, second motor (25) are fixed on the second pedestal (27), and second pedestal (27) is fixed
On main basal base (11), the top of transmission vertical bar (28) is connect by limiting slot (33) with truss (32), the truss
(32) it is connect by sliding slot (31) with limiting bracket (30), the truss (30) (31) can move horizontally or fix along the chute, institute
State the top that limiting bracket (30) is fixed on master console (10);
The master console (10) and from being additionally provided with the bearing seat (40) that can arbitrarily move, the bearing seat between console (50)
(40) it is connect by crane (41) with lifting base (42), the bottom of the lifting base (42) is equipped with multiple groups skate (43);
The master console (10) be additionally provided with erection tower above the console (50), the master console (10) with from console
(50) height-adjustable workbench is additionally provided between.
2. precast shear wall manufacturing equipment according to claim 1, it is characterised in that:First operation panel (14) and pre-
The first operating space is formed by the first connecting column (16) between station (20) processed;Second operation panel (52) and driven behaviour
Make to form the second operating space by the second connecting column (55) between platform (53), the width of first operating space is 10-
25cm, the width of second operating space are 10-20cm.
3. precast shear wall manufacturing equipment according to claim 1, it is characterised in that:It is set on the predetermined manufactured operation platform (20)
There are several location holes, first positioning seat (21) is fixedly connected by location hole with predetermined manufactured operation platform (20);The driven behaviour
Make platform (53) equipped with several location holes, second positioning seat (54) connects by the way that location hole and slave operation platform (53) are fixed
It connects.
4. precast shear wall manufacturing equipment according to claim 1, it is characterised in that:The horizontal rail (12) includes extremely
The bottom of few 3 sliding rails, the main basal base (11) is equipped with bearing wheels, and the bearing wheels are along sliding rail horizontal movement.
5. precast shear wall manufacturing equipment according to claim 1, it is characterised in that:The predetermined manufactured operation platform (20) is circle
Shape, rectangular, rectangle or triangle.
6. precast shear wall manufacturing equipment according to claim 1, it is characterised in that:On the predetermined manufactured operation platform (20) also
Mounting hole equipped with installation pre-embedding metal part.
7. precast shear wall manufacturing equipment according to claim 1, it is characterised in that:The truss (32) passes through horizontal top
Cylinder pressure controls its horizontal balance in sliding slot, and passes through limit spring defined position.
8. precast shear wall manufacturing equipment according to claim 1, it is characterised in that:The driven wheel (51) passes through driven
Fixing seat is connect with from console (50), and the driven fixing seat is equipped with the fixed disk of limitation driven wheel (51) rotation.
9. precast shear wall manufacturing equipment according to claim 1, it is characterised in that:The main basal base (11) is equipped with gold
Belong to flaw detection equipment.
10. the manufacturing method of precast shear wall, it is characterised in that:Include the following steps:
Two pieces of building templates are lifted to master console (10) and between console (50) by erection tower, first piece are built by A
Building mould is fixed on predetermined manufactured operation platform (20) by the first positioning seat (21), and second piece of building template is passed through the second positioning seat
(54) it is fixed on slave operation platform (53), predetermined manufactured operation platform (20) fixes first by master console (10) and toothed disc (13)
The horizontal position of block building template and rotation angle, slave operation platform (53) adjust second piece of building template by driven wheel (51)
Rotation angle and fixed by fixed disk, pass through horizontal rail (12) and adjust first piece of building template and second piece of building template
The distance between, bearing seat (40) is placed under two pieces of building templates and is slightly pushed up building template by crane (41)
It rises;
B, is laid with reinforcing bar between two pieces of prefabricated building templates, and one end of the reinforcing bar is fixed on slave operation by bending ring
On platform (53), the other end of the reinforcing bar stretches out 2-5cm by the handle hole on the predetermined manufactured operation platform (20), is laid with pre-buried gold
Belong to part and split bolt;
C, casting concrete slurry, is slightly rotated left and right by control motor control predetermined manufactured operation platform (20) and swings 5-15min;
Reinforcing bar is done bending operation from the first operating space and is limited on stretch rod (22) by D, will be in transmission vertical bar (28)
Servo-actuated connector (24) are fixedly connected with from dynamic crankshaft (23), and controlling stretch rod (22) rotary motion by the second motor (25) will
The end of reinforcing bar rotates braiding, and truss (32) is fixed after (31) move horizontally 0.5-2cm along the chute;
E is removed bearing seat (40), unclamps the fixed disk of limitation driven wheel (51) rotation, adjusts two pieces by control motor (15)
The rotation angle of building template, restores shear wall after the metal fixing of shear wall and reinforcing bar are done fastening processing by workbench
Original state, building template is removed by the translation of horizontal rail (12), will be complete after the detection of metal defect detection detection device is qualified
Shear wall after is walked by lifting tower crane.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201610590923.6A CN106217637B (en) | 2016-07-25 | 2016-07-25 | Precast shear wall manufacturing equipment and manufacturing method |
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CN201610590923.6A CN106217637B (en) | 2016-07-25 | 2016-07-25 | Precast shear wall manufacturing equipment and manufacturing method |
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CN106217637A CN106217637A (en) | 2016-12-14 |
CN106217637B true CN106217637B (en) | 2018-11-23 |
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CN201610590923.6A Active CN106217637B (en) | 2016-07-25 | 2016-07-25 | Precast shear wall manufacturing equipment and manufacturing method |
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CN108274595A (en) * | 2018-01-29 | 2018-07-13 | 中建投(沈阳)易筑节能房屋科技有限公司 | A kind of special production mould therefor realized wallboard and automatically disengaged |
CN110027111B (en) * | 2019-03-22 | 2021-02-12 | 广东建邦兴业集团有限公司 | Clamp capable of automatically separating built precast beam jig frame |
Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE931933C (en) * | 1949-08-20 | 1955-08-18 | Wilhelm Dr-Ing Ludowici | Device for the production of beam-shaped precast concrete parts |
CN2442820Y (en) * | 2000-10-17 | 2001-08-15 | 诸城市中协建筑新技术开发有限公司 | Turning mould device for prefabricated wall board |
CN101032838A (en) * | 2006-03-11 | 2007-09-12 | 邱则有 | Centrifugal shaping tool |
CN201186465Y (en) * | 2008-03-28 | 2009-01-28 | 中国葛洲坝集团股份有限公司 | Member site fabrication rotating turnover device |
CN101844700A (en) * | 2010-06-21 | 2010-09-29 | 深南电路有限公司 | Auto-rotating board turnover machine |
CN204398088U (en) * | 2015-01-10 | 2015-06-17 | 德州海天机电科技有限公司 | A kind of prefabricated components shaping fixed type multifunctional upset Working mould table |
CN204977500U (en) * | 2015-05-20 | 2016-01-20 | 卓达新材料科技集团有限公司 | Panel turnover machine |
-
2016
- 2016-07-25 CN CN201610590923.6A patent/CN106217637B/en active Active
Patent Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE931933C (en) * | 1949-08-20 | 1955-08-18 | Wilhelm Dr-Ing Ludowici | Device for the production of beam-shaped precast concrete parts |
CN2442820Y (en) * | 2000-10-17 | 2001-08-15 | 诸城市中协建筑新技术开发有限公司 | Turning mould device for prefabricated wall board |
CN101032838A (en) * | 2006-03-11 | 2007-09-12 | 邱则有 | Centrifugal shaping tool |
CN201186465Y (en) * | 2008-03-28 | 2009-01-28 | 中国葛洲坝集团股份有限公司 | Member site fabrication rotating turnover device |
CN101844700A (en) * | 2010-06-21 | 2010-09-29 | 深南电路有限公司 | Auto-rotating board turnover machine |
CN204398088U (en) * | 2015-01-10 | 2015-06-17 | 德州海天机电科技有限公司 | A kind of prefabricated components shaping fixed type multifunctional upset Working mould table |
CN204977500U (en) * | 2015-05-20 | 2016-01-20 | 卓达新材料科技集团有限公司 | Panel turnover machine |
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