CN112895116B - Auxiliary equipment for prefabricated plate material distribution and processing technology thereof - Google Patents

Auxiliary equipment for prefabricated plate material distribution and processing technology thereof Download PDF

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Publication number
CN112895116B
CN112895116B CN202110071306.6A CN202110071306A CN112895116B CN 112895116 B CN112895116 B CN 112895116B CN 202110071306 A CN202110071306 A CN 202110071306A CN 112895116 B CN112895116 B CN 112895116B
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CN
China
Prior art keywords
auxiliary equipment
cloth
installation sleeve
steel bars
truss
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CN202110071306.6A
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Chinese (zh)
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CN112895116A (en
Inventor
唐春
魏建彭
薛刚
李兰
张英莉
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Shaanxi Zhongtian Building Industry Co ltd
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Shaanxi Zhongtian Building Industry Co ltd
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    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B23/00Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
    • B28B23/02Arrangements 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
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B17/00Details of, or accessories for, apparatus for shaping the material; Auxiliary measures taken in connection with such shaping

Abstract

The application relates to auxiliary assembly for prefabricated plate cloth and processing technology thereof, and the auxiliary assembly for the prefabricated plate cloth comprises a support frame, a driving mechanism, an installation sleeve and a shielding piece, wherein the shielding piece is arranged around the periphery of the installation sleeve, the axial direction of the installation sleeve is parallel to a prefabricated plate and perpendicular to a truss reinforcing steel bar, the installation sleeve is arranged on the support frame and is connected with the support frame in a rotating mode, and the driving mechanism is used for driving the support frame to move along the direction parallel to the truss reinforcing steel bar. The precast slab processing technology has the advantages that the auxiliary equipment for distributing is adopted, the adhesion of concrete on the surfaces of the truss reinforcing steel bars during distributing is reduced, the bond stress between the truss reinforcing steel bars and the cast-in-place concrete layer is improved, the superposition effect of the precast slabs and the cast-in-place concrete layer is further improved, and the strength of a superposed floor slab is also improved.

Description

Auxiliary equipment for prefabricated plate material distribution and processing technology thereof
Technical Field
The application relates to the field of production and processing of prefabricated plates, in particular to auxiliary equipment for distributing prefabricated plates and a processing technology thereof.
Background
At present, composite floor slabs are mostly adopted in buildings, the composite floor slabs are assembled integral floor slabs formed by laminating prefabricated slabs and cast-in-place reinforced concrete layers, and during installation, the prefabricated slabs are transported to a production site, and then the concrete is cast on the prefabricated slabs in place, so that the installation of the composite floor slabs is completed. The adoption of the composite floor slab greatly improves the production efficiency while ensuring the strength of the building.
When the precast slab is processed, firstly, a mould is assembled according to the required specification, reinforcing steel bars and truss reinforcing steel bars which are vertically arranged in a staggered mode are placed in the mould, and then concrete is poured into the mould through distribution equipment. And (5) demoulding after the concrete is solidified to obtain the required precast slab. The truss steel bars protrude out of the surface of the precast slab, so that hoisting and transportation are facilitated on one hand, and the connection strength between the cast-in-place concrete layer and the precast slab is improved on the other hand.
Chinese patent application No. CN201910942739.7 discloses an assembled composite floor slab with height limiting devices and a production process thereof, wherein transverse steel bars and longitudinal steel bars are cast in the composite floor slab, truss steel bars are cast and fixed on the composite slab, a plurality of vertical height limiting columns are fixed on the composite floor slab, and the top ends of the height limiting columns are higher than the truss steel bars. The mould of this coincide floor production preparation adopts the structure of the drawing of patterns of being convenient for, and its detailed structure is as follows: the die table is provided with a rectangular open slot, and the inner wall clinging to the open slot is hinged with a support plate. The supporting plate is rotated to the horizontal position and fixed during the installation of the side plate, the supporting plate is rotated to the vertical state after pouring is completed to enable the side plate to be suspended, then the side plate is knocked downwards, large shearing force can be generated between the side plate and concrete, and the side plate can be quickened to be separated from the concrete.
In view of the above-mentioned related technologies, the inventor believes that in the concrete pouring process, the concrete adheres to the truss steel bars, which easily affects the overlapping effect between the precast slabs and the cast-in-place concrete layer, and further affects the strength of the whole overlapping floor slab.
Disclosure of Invention
In order to improve the superposition effect of the precast slab and the cast-in-place concrete layer, the application provides auxiliary equipment for precast slab cloth and a processing technology thereof.
The auxiliary equipment for distributing the prefabricated panels and the processing technology thereof adopt the following technical scheme:
the utility model provides an auxiliary assembly for prefabricated plate cloth, includes support frame, actuating mechanism, installation sleeve and shielding piece, shielding piece is around locating installation sleeve periphery, installation sleeve axial is parallel with the prefabricated plate and perpendicular with the truss reinforcing bar, installation sleeve install in on the support frame and with the support frame rotates and is connected, actuating mechanism is used for driving the support frame removes along the direction parallel with the truss reinforcing bar.
By adopting the technical scheme, the shielding piece is wound on the periphery of the mounting sleeve, the axial direction of the mounting sleeve is parallel to the precast slab and is perpendicular to the truss reinforcing steel bars, meanwhile, the mounting sleeve is rotatably connected with the supporting frame, and the driving mechanism drives the supporting frame to move along the direction parallel to the truss reinforcing steel bars, namely drives the mounting sleeve and the shielding piece to synchronously move; during the use, the precast slab is placed below the shielding piece, the mounting sleeve continuously rotates relative to the support frame in the moving process, and the support frame moves along the direction of the truss reinforcing steel bars, so that the shielding piece is adhered to the upper surface of the truss reinforcing steel bars, the follow-up concrete pouring process is reduced, and the concrete is adhered to the surface of the truss reinforcing steel bars, so that the bond stress between the truss reinforcing steel bars and the cast-in-place concrete is improved, and the connection stability between the precast slab and the cast-in-place concrete layer influencing the follow-up forming is also improved.
Optionally, the support frame includes two columns and two cross bars, the prefabricated plates are placed between the two columns, the cross bars are connected with mounting blocks in a sliding manner along a direction axially parallel to the mounting sleeves, the mounting sleeves are mounted on the mounting blocks, the mounting blocks are connected with clamping mechanisms, and the clamping mechanisms are rotatably connected with the mounting sleeves.
Through adopting above-mentioned technical scheme, the support frame adopts two stands and a horizontal pole, moreover, the steam generator is simple in structure and stable, the prefabricated plate is placed between two stands and is located the horizontal pole below during use, the horizontal pole is along the direction sliding connection installation piece parallel with installation sleeve axial, set up the fixture who rotates the connection with the installation sleeve on the installation piece, thereby the installation sleeve passes through fixture and installs on the installation piece, the position of installation piece on the horizontal pole is adjustable simultaneously, also installation sleeve and shielding piece position are adjustable, be convenient for adjust according to the position of truss reinforcing bar distribution on the prefabricated plate, adapt to different use cases, improve the accuracy of shielding piece laying process.
Optionally, the clamping mechanism includes two positioning rods and two connecting rods, the two connecting rods are mounted on the mounting block and parallel to the stand column, the positioning rods are perpendicular to the connecting rods, the positioning rods are mounted between the two connecting rods, and the positioning rods and the mounting sleeve are coaxially arranged.
Through adopting above-mentioned technical scheme, fixture adopts the connecting rod to be connected with the installation piece, and the connecting rod is parallel with the stand, and the locating lever is installed in the one end that the installation piece was kept away from to the connecting rod, and the locating lever is located between two connecting rods and with the coaxial setting of installation sleeve to insert installation sleeve axle center position with the locating lever, realize the rotation of installation sleeve for the locating lever, thereby be convenient for shielding piece and installation sleeve separation.
Optionally, an adjusting groove is axially formed in the mounting block along the mounting sleeve, the positioning rod is slidably connected with the mounting block through the adjusting groove, and a telescopic spring is arranged between the positioning rod and the side wall of the adjusting groove.
Through adopting above-mentioned technical scheme, the adjustment tank that the installation piece was seted up is parallel with the installation sleeve axial, the locating lever passes through adjustment tank and installation piece sliding connection, the locating lever is connected with expanding spring simultaneously, expanding spring's setting is favorable to the installation piece to move a little in the adjustment tank, and can automatic recovery original state after removing, thereby be convenient for the locating lever remove to with installation sleeve isolated position, also be convenient for change or twine the shielding piece to the installation sleeve after the winding shielding piece uses up on the installation sleeve, the simple operation.
Optionally, the connecting rod is a telescopic rod.
Through adopting above-mentioned technical scheme, at the winding shielding piece quantity of installation sleeve different, the distance between installation sleeve axial and the installation piece is different, and the connecting rod sets up to the telescopic link, and telescopic link length change is favorable to changing the distance between installation sleeve and the installation piece to be convenient for change telescopic link length according to the quantity of different shielding pieces, with the application scope who improves this device.
Optionally, the upright is perpendicular to the cross bar, and the cross bar is connected to the upright in a sliding manner along the axial direction of the upright.
Through adopting above-mentioned technical scheme, the stand is perpendicular with the horizontal pole, and the two is along stand axial direction sliding connection to the horizontal pole can change for the stand position, also can change the distance between horizontal pole and the prefabricated plate, thereby moves the horizontal pole and the installation sleeve of installing on it to being close to the prefabricated plate position when the shielding piece is less, is convenient for the use of shielding piece.
Optionally, actuating mechanism includes a servo motor, drive screw and base, the base along with truss reinforcing bar parallel direction sets up the shifting chute, drive screw has been placed to the shifting chute, drive screw with stand threaded connection, drive screw is parallel with the truss reinforcing bar, drive screw one end with the base rotates to be connected, and the other end stretches out the shifting chute is connected with a servo motor.
Through adopting above-mentioned technical scheme, actuating mechanism control stand and horizontal pole move along truss reinforcing bar length direction, realize the automation of shielding piece and lay, and actuating mechanism adopts first servo motor to drive the drive bolt and rotates, and drive screw drives the stand and removes in the shifting chute that the base was seted up to realize the removal of stand and horizontal pole, also be the removal of the installation sleeve of installation on the horizontal pole and shielding piece.
Optionally, the mounting block is connected with a cutting member.
Through adopting above-mentioned technical scheme, the setting of cutting member is convenient for cut the shielding piece.
A precast slab processing technology comprises the following steps:
s1, assembling the die;
s2, placing vertically and horizontally staggered embedded steel bars and truss steel bars;
s3, laying a shielding piece on the surface of the side, away from the mold, of the truss steel bar;
s4, pouring concrete;
s5, maintaining the precast slab;
and S6, demolding.
By adopting the technical scheme, a mould is assembled according to the specification of a required precast slab, the mould is fixed on a workbench, then embedded steel bars which are vertically and transversely staggered and arranged and truss steel bars are placed on the mould, at the moment, a shielding piece is laid on the surface of one side, away from the mould, of the truss steel bars, the surface of the truss steel bars is shielded, then concrete is poured into the mould, the concrete is uniformly laid in the mould, the precast slab formed by the steel bars and the concrete is maintained, and demoulding is carried out after the precast slab is formed, so that a final product is formed; the criss-cross embedded steel bars are positioned inside the precast slabs, the distance between the truss steel bars and the workbench is larger than the thickness of concrete, the truss steel bars are positioned outside the precast slabs, and due to the fact that the shielding pieces are laid, concrete is not attached to the surfaces of the truss steel bars in the concrete pouring process, and when the concrete layer is subsequently cast on the precast slabs in situ, the bond stress between the truss steel bars and the cast-in-situ concrete layer is good, namely the connection strength between the precast slabs and the cast-in-situ concrete layer is high, and the strength of the finally formed composite floor slab is good.
In summary, the present application includes at least one of the following beneficial technical effects:
1. the shielding piece is wound on the periphery of the installation sleeve, the axial direction of the installation sleeve is parallel to the precast slab and is perpendicular to the truss reinforcing steel bars, meanwhile, the installation sleeve is rotatably connected with the support frame, the drive mechanism drives the support frame to move in the direction parallel to the truss reinforcing steel bars, namely, the installation sleeve and the shielding piece are driven to synchronously move, and the shielding piece and the truss reinforcing steel bars are automatically aligned and connected;
2. the installation sleeve is installed on the installation block through the clamping mechanism, and the installation block is connected with the cross rod in a sliding mode, so that the installation sleeve is adjusted along the length direction of the cross rod, and the position of the installation sleeve is conveniently adjusted according to the positions of truss steel bars distributed on the precast slab;
3. fixture adopts the connecting rod to be connected with the installation piece, and the connecting rod is parallel with the stand, and the locating lever is installed in the one end that the installation piece was kept away from to the connecting rod, and the locating lever is located between two connecting rods and coaxial setting with the installation sleeve to insert the locating lever installation sleeve axle center position, realize the rotation of installation sleeve for the locating lever, thereby be convenient for shielding piece and installation sleeve separation.
Drawings
Fig. 1 is a schematic view showing the overall construction of an auxiliary apparatus for distributing prefabricated panels according to an embodiment of the present invention.
Fig. 2 is a schematic view showing a specific connection structure of a mounting block of an auxiliary device for distributing prefabricated panels according to an embodiment of the present application.
Description of reference numerals: 1. a support frame; 11. a column; 111. a chute; 12. a cross bar; 13. a threaded rod; 14. a second servo motor; 2. a drive mechanism; 21. a first servo motor; 22. a drive screw; 23. a base; 231. a moving groove; 3. installing a sleeve; 4. a shield; 5. mounting blocks; 51. an adjustment groove; 6. a clamping mechanism; 61. positioning a rod; 62. a connecting rod; 63. a tension spring; 7. a mold; 8. embedding reinforcing steel bars in advance; 9. truss reinforcing steel bars; 10. and (4) cutting the part.
Detailed Description
The present application is described in further detail below with reference to figures 1-2.
When the prefabricated composite floor slab bottom plate is machined, firstly, a mold 7 is assembled on a workbench, criss-cross embedded steel bars 8 which are perpendicular to each other and truss steel bars 9 connected through steel bar seats are erected on the mold 7, the embedded steel bars 8 are located inside the mold 7, and the distance between the truss steel bars 9 and the workbench is larger than the height of the mold 7. After the mold 7 is assembled and the embedded steel bars 8 and the truss steel bars 9 are installed, concrete needs to be poured into the mold 7.
The embodiment of the application discloses auxiliary equipment for distributing prefabricated plates, which is used for installing the truss steel bars 9 and pouring concrete. Referring to fig. 1, the auxiliary equipment for distributing prefabricated panels includes a driving mechanism 2, a supporting frame 1, a mounting block 5, a clamping mechanism 6, a mounting sleeve 3, and a shielding member 4.
Referring to fig. 1, the driving mechanism 2 includes a base 23, a moving slot 231 is formed in the base 23 along the length direction of the truss reinforcement 9, a driving screw 22 parallel to the truss reinforcement 9 is disposed in the moving slot 231, one end of the driving screw 22 is rotatably connected to the side wall of the moving slot 231, and the other end of the driving screw penetrates through the moving slot 231 and is connected to a first servo motor 21. The first servo motor 21 shell is fixedly connected with the base 23 through bolts, and the output shaft of the first servo motor 21 is coaxially connected with the driving screw 22 through a flange. In this embodiment, two driving mechanisms 2 are provided, and the two driving mechanisms 2 are respectively located at two sides of the assembled die 7 along the length direction of the truss reinforcing steel bars 9.
Referring to fig. 1, the supporting frame 1 is provided with two upright columns 11 and a cross bar 12, the upright columns 11 are perpendicular to the base 23 and are slidably connected through a moving slot 231, and the upright columns 11 are placed at one end of the moving slot 231 and are in threaded connection with the driving screw 22. All be provided with the organ protection casing between two tip of stand 11 and shifting chute 231, organ protection casing one end passes through the colloid with stand 11 and bonds, and the other end passes through bolt fixed connection with base 23 upper surface to realize the organ protection casing when not influencing the stand 11 and remove, realize sheltering from to shifting chute 231, thereby reduce cloth in-process concrete and splash the possibility of spilling to shifting chute 231 in.
Referring to fig. 1, stand 11 has seted up spout 111 along self length direction, and horizontal pole 12 is perpendicular with stand 11, and horizontal pole 12 passes through spout 111 and stand 11 sliding connection, and for the convenience of control horizontal pole 12's removal in this embodiment, the internal rotation of spout 111 is connected with threaded rod 13, and threaded rod 13 and 12 tip threaded connection of horizontal pole, and threaded rod 13 one end is rotated with spout 111 lateral wall and is connected, and the other end is worn out spout 111 lateral wall and is connected with second servo motor 14. The shell of the second servo motor 14 is fixedly connected with the upright post 11 through a bolt, and the output shaft of the second servo motor 14 is coaxially connected with the threaded rod 13 through a flange. An organ protective cover is bonded on both sides of the cross rod 12 along the length direction of the threaded rod 13, one end of one organ protective cover is bonded with the top of the upright post 11 through a colloid, and the other end of the organ protective cover is bonded with the cross rod 12; another organ protection casing one end bonds with horizontal pole 12, and the other end passes through the colloid with the one end that stand 11 is close to base 23 and bonds to realize the organ protection casing when not influencing horizontal pole 12 and remove, realize sheltering from spout 111, thereby reduce the cloth in-process concrete and splash the possibility of spilling to spout 111 in.
Referring to fig. 1 and 2, the cross bar 12 is connected with the mounting blocks 5 in a sliding manner along a direction perpendicular to the upright post 11, the mounting blocks 5 are sleeved on the periphery of the cross bar 12 in the embodiment and connected with the cross bar through bolts, and the number and the positions of the mounting blocks 5 are matched with the number and the positions of the truss steel bars 9. Adjustment tank 51 has been seted up along the vertical direction with stand 11 to installation piece 5, adjustment tank 51 is provided with two in this embodiment, sliding connection has connecting rod 62 in adjustment tank 51, connecting rod 62 sets up to the telescopic link, and connecting rod 62's flexible direction is parallel with stand 11, be provided with expanding spring 63 between connecting rod 62 and the adjustment tank 51 inner wall, expanding spring 63 sets up in connecting rod 62 and is close to stand 11 one side, expanding spring 63 one end and connecting rod 62 welding, the other end and the welding of adjustment tank 51 inner wall, the flexible direction of expanding spring 63 is perpendicular with stand 11.
Referring to fig. 1 and 2, a positioning rod 61 is fixedly connected to one end of the connecting rod 62 away from the mounting block 5, the positioning rod 61 is perpendicular to the connecting rod 62, and the positioning rod 61 and the extension spring 63 are located on two sides of the connecting rod 62. Be provided with installation sleeve 3 between two locating levers 61, the through-hole has been seted up to 3 axle center positions of installation sleeve, and installation sleeve 3 is the same with locating lever 61 axial, and the one end that connecting rod 62 was kept away from to two locating levers 61 inserts in installation sleeve 3, and the two clearance fit for installation sleeve 3 is rotatable for two locating levers 61. A plurality of shielding pieces 4 are wound outside the mounting sleeve 3, and the shielding pieces 4 are made of adhesive tapes in the embodiment. In order to facilitate cutting of the shielding member 4, the mounting block 5 is connected with a cutting member 10 through a bolt, in this embodiment, the cutting member 10 is a cutting blade, the cutting edge of the cutting member 10 is disposed on one side far away from the mounting block 5, and the cutting member 10 is axially parallel to the mounting sleeve 3.
The implementation principle of the auxiliary equipment for distributing the prefabricated plates in the embodiment of the application is as follows: when in use, the shielding piece 4 is wound on the periphery of the mounting sleeve 3, the length of the connecting rod 62 is adjusted according to the winding thickness of the shielding piece 4, the connecting rod 62 is pulled to move in the adjusting groove 51, and the mounting sleeve 3 is mounted between the two positioning rods 61; then, the position of the mounting block 5 on the cross bar 12 is moved according to the position of the truss steel bar 9 on the precast slab, and the precast slab is positioned through bolts; controlling the second servo motor 14 to rotate, driving the cross bar 12 to move in the sliding chute 111, and adjusting the distance between the cross bar 12 and the precast slab; an operator manually connects the end part of the shielding piece 4 with the end part of one end of the truss steel bar 9, and then drives the driving screw rod 22 to rotate by controlling the rotation of the first servo motor 21, so as to drive the support frame 1, the mounting block 5 and the mounting sleeve 3 to synchronously move along the truss steel bar 9, and in the moving process of the mounting sleeve 3, because one end of the shielding piece 4 wound on the mounting sleeve 3 is connected with the truss steel bar 9, the mounting sleeve 3 can rotate relative to the positioning rod 61, so that the shielding piece 4 is laid on the truss steel bar 9; after the truss reinforcing steel bars 9 are laid, an operator manually moves the shielding piece 4 towards the cutting edge of the cutting piece 10, so that the shielding piece 4 is cut.
The embodiment of the application also discloses a prefabricated slab processing technology. The processing technology of the precast slab comprises the following steps:
s1, selecting four dies 7 with proper lengths according to the size of the prefabricated plate to be processed, and assembling the four dies 7 on a workbench to form a square frame;
s2, placing criss-cross and mutually perpendicular embedded steel bars 8 in steel bar limiting holes pre-opened on a mold 7, placing the quantity of the embedded steel bars 8 according to actual needs, placing truss steel bars 9 at the same time, and connecting the truss steel bars 9 to the embedded steel bars 8 through steel bar seats;
s3, moving a workbench on which truss steel bars 9 and embedded steel bars 8 are installed between support frames 1, adjusting the positions of installation blocks 5 relative to cross rods 12 and the positions of the cross rods 12 relative to upright columns 11 according to the positions of the embedded steel bars 8, manually connecting the end parts of shielding pieces 4 with the end parts of the truss steel bars 9 by an operator, and then driving a driving screw rod 22 to rotate by controlling a first servo motor 21 to drive the support frames 1, the installation blocks 5 and installation sleeves 3 to synchronously move along the truss steel bars 9, rotating the installation sleeves 3 relative to positioning rods 61 to lay the shielding pieces 4 on the surfaces of the truss steel bars 9, and after the truss steel bars 9 are laid, manually moving the shielding pieces 4 towards the cutting edge direction of cutting pieces 10 by the operator to cut the shielding pieces 4;
s4, pouring concrete into the space between the workbench and the mold 7 until the required thickness is reached, stopping pouring, and vibrating the workbench to ensure that the concrete is uniformly distributed in the workbench mold 7 and simultaneously bubbles in the workbench overflow;
s5, moving the workbench and the mould 7 with the uniformly distributed concrete to a curing room for curing;
and S6, solidifying the cured concrete, lifting the precast slabs through the positions of the truss steel bars 9, separating the die 7 from the precast slabs, realizing demoulding, and stacking and storing the demoulded precast slabs.
The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.

Claims (9)

1. The utility model provides an auxiliary assembly for prefabricated plate cloth which characterized in that: including support frame (1), actuating mechanism (2), installation sleeve (3) and shielding piece (4), shielding piece (4) are around locating installation sleeve (3) periphery, installation sleeve (3) axial is parallel with the prefabricated plate and perpendicular with truss reinforcing bar (9), installation sleeve (3) install in on support frame (1) and with support frame (1) rotate to be connected, actuating mechanism (2) are used for the drive support frame (1) are along removing with truss reinforcing bar (9) parallel direction.
2. An auxiliary equipment for a cloth of a prefabricated panel according to claim 1, wherein: the supporting frame (1) comprises upright columns (11) and cross rods (12), the upright columns (11) are provided with two prefabricated plates, the prefabricated plates are placed between the upright columns (11), the cross rods (12) are connected with mounting blocks (5) in a sliding mode along the direction parallel to the axial direction of the mounting sleeves (3), the mounting sleeves (3) are mounted on the mounting blocks (5), the mounting blocks (5) are connected with clamping mechanisms (6), and the clamping mechanisms (6) are connected with the mounting sleeves (3) in a rotating mode.
3. An auxiliary equipment for a cloth of a prefabricated panel according to claim 2, wherein: the clamping mechanism (6) comprises two positioning rods (61) and two connecting rods (62), the two connecting rods (62) are mounted on the mounting block (5) and are parallel to the upright column (11), the positioning rods (61) are perpendicular to the connecting rods (62), the positioning rods (61) are mounted between the two connecting rods (62), and the positioning rods (61) and the mounting sleeve (3) are coaxially arranged.
4. An auxiliary equipment for a cloth of a prefabricated panel according to claim 3, wherein: the mounting block (5) is axially provided with an adjusting groove (51) along the mounting sleeve (3), the positioning rod (61) is connected with the mounting block (5) in a sliding manner through the adjusting groove (51), and a telescopic spring (63) is arranged between the positioning rod (61) and the side wall of the adjusting groove (51).
5. An auxiliary equipment for a cloth of a prefabricated panel according to claim 3, wherein: the connecting rod (62) is a telescopic rod.
6. An auxiliary equipment for a cloth of a prefabricated panel according to claim 2, wherein: the upright post (11) is perpendicular to the cross rod (12), and the cross rod (12) is connected with the upright post (11) in a sliding mode along the axial direction of the upright post (11).
7. An auxiliary equipment for a cloth of a prefabricated panel according to claim 2, wherein: actuating mechanism (2) include first servo motor (21), driving screw (22) and base (23), base (23) along with truss reinforcing bar (9) parallel direction sets up shifting chute (231), driving screw (22) have been placed in shifting chute (231), driving screw (22) with stand (11) threaded connection, driving screw (22) are parallel with truss reinforcing bar (9), driving screw (22) one end with base (23) are rotated and are connected, and the other end stretches out shifting chute (231) are connected with first servo motor (21).
8. An auxiliary equipment for a cloth of a prefabricated panel according to claim 2, wherein: the mounting block (5) is connected with a cutting piece (10).
9. A process for processing a prefabricated panel using the auxiliary equipment for the panel cloth of the prefabricated panel as set forth in any one of claims 1 to 7, characterized in that: the method comprises the following steps:
s1, assembling the die (7);
s2, placing vertically and horizontally staggered embedded steel bars (8) and truss steel bars (9);
s3, laying a shielding piece (4) on the surface of the side, away from the mold (7), of the truss steel bar (9);
s4, pouring concrete;
s5, maintaining the precast slab;
and S6, demolding.
CN202110071306.6A 2021-01-19 2021-01-19 Auxiliary equipment for prefabricated plate material distribution and processing technology thereof Active CN112895116B (en)

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