CN110948675A - Production method of laminated wall with vibrating device - Google Patents
Production method of laminated wall with vibrating device Download PDFInfo
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- CN110948675A CN110948675A CN201911329706.1A CN201911329706A CN110948675A CN 110948675 A CN110948675 A CN 110948675A CN 201911329706 A CN201911329706 A CN 201911329706A CN 110948675 A CN110948675 A CN 110948675A
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- bar assembly
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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
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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
- B28B23/028—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 for double - wall articles
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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
- B28B1/00—Producing shaped prefabricated articles from the material
- B28B1/08—Producing shaped prefabricated articles from the material by vibrating or jolting
- B28B1/093—Producing shaped prefabricated articles from the material by vibrating or jolting by means directly acting on the material, e.g. by cores wholly or partly immersed in the material or elements acting on the upper surface of the material
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- Engineering & Computer Science (AREA)
- Manufacturing & Machinery (AREA)
- Chemical & Material Sciences (AREA)
- Ceramic Engineering (AREA)
- Mechanical Engineering (AREA)
- Moulds, Cores, Or Mandrels (AREA)
Abstract
The present disclosure provides a method for producing a laminated wall with a vibrating device, comprising: manufacturing a first leaf plate embedded with one side of the steel bar assembly on a first mould; curing the first sheet to a predetermined strength; fixing the first plate on a first die, and mounting a vibration device on the steel bar assembly; turning the first die for 180 degrees; pouring second flap concrete in the second mould; the vibrating device synchronously vibrates, the other side of the steel bar assembly is pressed into the second leaf plate concrete to a preset position, and then the vibrating device is removed; and maintaining the laminated wall concrete to the first strength to finish production. The present disclosure also provides a concrete member production vibrating device. The method and the device disclosed by the invention reduce the influence of the concrete coarse aggregate on the pressing-in of the reinforcing steel bar, do not need manual assistance, and provide the degree of automation and the production efficiency.
Description
Technical Field
The disclosure relates to the field of assembly type buildings, in particular to a production method of a superposed wall with a vibrating device.
Background
In recent years, the development of assembly type buildings in China is rapid, various novel structural systems are arranged in a lot of flowers, most of the systems are mainly solid prefabricated structures, but a lot of problems are found in the practical process, for example, the automation degree of component production caused by the fact that ribs are formed on the side surfaces of prefabricated components is low, the quality control caused by on-site steel bar connection is difficult, the self weight of the components is large, the models of tower cranes are large, the on-site hoisting is difficult, the transportation is inconvenient, the operation amount of templates and steel bars caused by post-cast strip connection is large, the manual demand is large, and the like. In this context, the assembly of integral laminated shear wall structures has emerged.
The superposed shear wall is a prefabricated component which is composed of a formed steel reinforcement cage and prefabricated wall boards on two sides, and the middle of the prefabricated component is a cavity by turning over a die table. However, in the manufacturing process of the laminated shear wall at the present stage, after the die table is automatically turned, the reinforcing steel bars are difficult to be statically pressed into the second concrete, automatic die assembly is difficult to realize, more manual assistance is needed, the automation degree is low, and the production efficiency is low.
Disclosure of Invention
In order to solve at least one of the above technical problems, the present disclosure provides a local vibration device and a method of using the same, which are convenient for pressing reinforcing steel bars into concrete to realize the production of a laminated wall.
According to one aspect of the present disclosure, a method for producing a laminated wall with a vibration device includes:
manufacturing a first leaf plate embedded with one side of the steel bar assembly on a first mould;
curing the first sheet to a predetermined strength;
fixing the first plate on a first die, and mounting a vibration device on the steel bar assembly;
turning the first die for 180 degrees;
pouring second flap concrete in the second mould;
the vibrating device synchronously vibrates, the other side of the steel bar assembly is pressed into the second leaf plate concrete to a preset position, and then the vibrating device is removed;
and maintaining the laminated wall concrete to the first strength to finish production.
According to at least one embodiment of the present disclosure, in the step of manufacturing the first sheet in which the reinforcing bar assembly is embedded on the first mold, the method includes: one side of the steel bar component is placed in the first die; concrete is poured in the first mould.
According to at least one embodiment of the present disclosure, in the step of manufacturing the first sheet in which the reinforcing bar assembly is embedded on the first mold, the method includes: pouring first panel concrete in a first mould; a vibration device is arranged on the steel bar component; and pressing the first panel concrete into a preset position on one side of the steel bar component, and vibrating synchronously by the vibrating device.
According to at least one embodiment of this disclosure, the vibrating device is 1 or more, and the vibration of vibrating device transmits to whole reinforcing bar subassembly, makes reinforcing bar subassembly arrange the coarse aggregate and impresses into the concrete.
According to at least one embodiment of the present disclosure, the vibration device is detachably fixed to the reinforcing bar assembly by means of clamps, bonding or lashing.
According to at least one embodiment of the present disclosure, the vibration device is uniformly fixed to the reinforcing bar assembly.
According to at least one embodiment of the present disclosure, the first die includes a first die table and a first side die, and in the step of fixing the first blank on the first die and mounting the vibration device on the reinforcing bar assembly, the step includes: and removing the first side die, and fixing the first sheet on the first die table through a clamp.
According to at least one embodiment of the present disclosure, a self-contained power supply or an external power supply is provided on the vibration device.
According to another aspect of the present disclosure, there is provided a concrete member production vibration device applied to the above laminated wall production method, the vibration device is used for pressing the steel bar assembly into the concrete of the concrete member, and the vibration is transmitted to the whole steel bar assembly, so that the steel bar assembly is pressed into the concrete to a predetermined position under the action of external force or self weight.
According to yet another aspect of the present disclosure, there is provided a concrete member production method including: pouring concrete in the concrete member mould; the vibration device is arranged on the steel bar component; pressing concrete into one side of the steel bar component to a preset position, and synchronously vibrating by using a vibrating device; and curing the concrete member to a preset strength to finish production.
Drawings
The accompanying drawings, which are included to provide a further understanding of the disclosure and are incorporated in and constitute a part of this specification, illustrate exemplary embodiments of the disclosure and together with the description serve to explain the principles of the disclosure.
Fig. 1 is a schematic view of a first mold in the production of a laminated wall according to an embodiment of the present disclosure.
Fig. 2 is a schematic view of placement of rebar assemblies in the production of a laminated wall according to an embodiment of the present disclosure.
FIG. 3 is a schematic view of a first panel poured in the production of a laminated wall according to an embodiment of the present disclosure.
FIG. 4 is a schematic view of a vibration device installed in the production of a laminated wall according to an embodiment of the present disclosure.
Fig. 5 is a schematic view of a first mold turned over in the production of a laminated wall according to an embodiment of the present disclosure.
FIG. 6 is a schematic view of the casting of a second panel in the production of a laminated wall according to an embodiment of the present disclosure.
FIG. 7 is a schematic view of a rebar assembly pressed into a second sheet in the production of a laminated wall according to an embodiment of the present disclosure.
Fig. 8 is a schematic view of the first mold removed in the production of a laminated wall according to an embodiment of the present disclosure.
Fig. 9 is a schematic view of the removal of a second mold in the production of a laminated wall according to an embodiment of the present disclosure.
Reference numerals: a-a first mold; b-a second mold; 1-side mould; 2-a steel bar assembly; 3-a vibration device; 4-a first sheet; 5, clamping; 6-second leaf.
Detailed Description
The present disclosure will be described in further detail with reference to the drawings and embodiments. It is to be understood that the specific embodiments described herein are for purposes of illustration only and are not to be construed as limitations of the present disclosure. It should be further noted that, for the convenience of description, only the portions relevant to the present disclosure are shown in the drawings.
It should be noted that the embodiments and features of the embodiments in the present disclosure may be combined with each other without conflict. The present disclosure will be described in detail below with reference to the accompanying drawings in conjunction with embodiments.
In the current production flow of the superposed wall, the pouring of the two page plates can pollute the reinforcing steel bars of the exposed parts of the page plates, the anchoring effect of the reinforcing steel bars is influenced, and in the process that the reinforcing steel bar assembly is pressed into another page plate, coarse aggregate in concrete causes difficulty in pressing a reinforcing steel bar cage, and automatic die assembly cannot be realized.
According to a first embodiment of the present disclosure, there is provided a method for producing a laminated wall with a vibration device, including: manufacturing a first leaf plate embedded with one side of the steel bar assembly on a first mould; the first die can comprise a die table and a side die, the side die can be detachably fixed on the die table, the die table can be used for subsequently fixing the first flap and turning over, and the side die can be detached. The first sheet is further cured after concrete of the first sheet is poured in the side mould, and the curing is usually performed in a curing kiln, so that the first sheet has certain strength and can be fixed on the mould table to be turned. After the maintenance is finished, the first sheet embedded with the steel bar assembly is fixed on the die table by using a clamp and the like, the side die can be detached, and the vibrating device is arranged on the steel bar assembly extending out of the first sheet and used for subsequent vibration during pressing in of concrete of the second sheet. The mould platform is turned 180 degrees through the lifting appliance, and simultaneously the concrete for forming the second flap plate is poured in the second mould, and the second mould also comprises the mould platform and a side mould. Open vibrating device, impress the second page or leaf board concrete with reinforcing bar subassembly opposite side, because vibrating device's synchronous oscillation work (vibrating device can directly contact with second page or leaf board concrete, also can not contact with concrete, vibrating device drives the vibration of steel reinforcement cage subassembly), the thick aggregate in the concrete is arranged automatically to the reinforcing bar subassembly (optionally, utilize external force or dead weight to impress the reinforcing bar subassembly in the concrete), makes the smooth automation of reinforcing bar subassembly impress second page or leaf board concrete to settlement position. And then the clamp and the vibration device are dismantled, the die table in the first die is removed, and the die table and the component in the second die are integrally put into a kiln for curing. And curing the laminated wall concrete to the strength required by production, thus finishing the production process.
Alternatively, the rebar assembly may be a rebar cage, a rebar truss, a rebar mesh, or the like.
Alternatively, in the step of manufacturing the first sheet in which one side of the reinforcing bar assembly is embedded, it may include placing one side of the reinforcing bar assembly in a first mold (side mold); concrete is poured in the first die (the side die and the die table), so that the process is simple and the operation is convenient.
Still alternatively, in the step of manufacturing the first sheet with the embedded steel bar assembly side, the step of pouring the first sheet concrete in the first mold (arranging the first sheet side form on the mold table) may include; installing a vibration device on the steel bar component to be pressed; the concrete reinforcing device has the advantages that the concrete reinforcing device presses or sinks the first panel concrete into the preset position on one side of the steel bar assembly, the vibrating device vibrates synchronously, the steel bar assembly cannot be hung on the steel bar assembly, otherwise, the steel bar assembly is placed in a first mold, and the exposed steel bar assembly can be polluted during concrete pouring.
Alternatively, the vibration device may be provided singly or in plurality according to actual needs, such as the content of the coarse aggregate, and the like, and the vibration of the vibration device is transmitted to the whole reinforcement assembly, so that the reinforcement assembly is arranged with the coarse aggregate pressed or sunk into the concrete (the first sheet and/or the second sheet concrete).
Alternatively, the vibration means may be releasably secured to the rebar assembly by clamps, adhesive or lashing. The vibrating device is detachable and reusable.
Alternatively, the vibration device may be self-contained or externally powered.
Optionally, the vibrating device is uniformly fixed on the steel bar assembly, so that the vibration of each part of the whole steel bar assembly is ensured to be balanced, and each part of the steel bar assembly can be pressed into a preset position of concrete. Preferably, the vibration means should be evenly distributed along the outer contour of the component, so that the component can be removed from the mold after the mold is closed. If the clamp is clamped at the position close to the middle, the hand can not extend into the clamp, only the tool can be adopted for dismounting, and the operation is more difficult.
Optionally, the first mold comprises a first mold table and a first side mold, the first side mold is detachably fixed on the first mold table, and optionally, the second mold comprises a second mold table and a second side mold, the second side mold is detachably fixed on the second mold table, and the side mold can be detached after the first/second sheets are cured to a certain strength.
Optionally, in the step of fixing the first sheet on the first mold, the method includes: and removing the first side die, and fixing the first sheet on the first die table through a clamp.
According to another embodiment of the present disclosure, a vibration device for concrete member production is provided, wherein the vibration device is installed on a steel bar assembly of a concrete member, and the vibration device is used for pressing the steel bar assembly into concrete of the concrete member and transmitting the vibration to the whole steel bar assembly, so that the steel bar assembly is pressed into the concrete to a preset position under the action of external force or self weight.
According to still another embodiment of the present disclosure, there is provided a concrete member production method including: pouring concrete in the concrete member mould; the vibration device is arranged on the steel bar component; pressing member concrete into one side of the steel bar assembly to a preset position, and synchronously vibrating by using a vibrating device; and maintaining the component to the preset strength to finish production. The prefabricated concrete embedded concrete composite wall is not limited to a composite wall, and can also be used for other concrete components, such as composite floor slabs, composite beams, composite columns and components needing to be embedded (steel bars, steel plates, embedded parts and the like) in concrete are all suitable, so that concrete can not be hung on exposed steel bar assemblies of the prefabricated components, and the combination performance of the steel bar assemblies and post-cast concrete is improved.
According to the production method and the vibrating device disclosed by the invention, the automatic die assembly success rate of the turnover die table can be improved, the influence of concrete coarse aggregate on the pressing-in of the reinforcing steel bar is reduced, manual assistance is not needed, and the automation degree and the production efficiency of the production of the superposed shear wall are greatly improved. The vibration device is detachable, miniaturized, convenient to use, reusable and low in cost.
The method for manufacturing the laminated wall with the vibration device will be described in detail with reference to the following embodiments.
The present disclosure provides a method for producing a laminated wall with a vibration device, as shown in fig. 1 to 9, in the step of manufacturing a first sheet embedded with one side of a steel bar assembly on a first mold, the method includes placing one side of the steel bar assembly 2 in a first mold a (including a side mold 1), and then pouring required concrete in the first mold a to form a first sheet 4 embedded with at least one part of the steel bar assembly. Optionally, in the step of manufacturing the first sheet plate embedded with one side of the steel bar assembly on the first mold, pouring concrete on the first sheet plate 4 in the first mold a; one or a plurality of vibration devices 3 are arranged on the steel bar component 2; 4 concrete of first page board of impressing to predetermined degree of depth with one side of reinforcing bar subassembly 2, 3 synchronous oscillation of vibrating device, thereby make whole reinforcing bar subassembly 2 produce the vibration, the coarse aggregate that blocks reinforcing bar subassembly 2 is arranged at the in-process of 2 impressing first page board 4 concretes of reinforcing bar subassembly, realize reinforcing bar subassembly 2 under the exogenic action or the dead weight effect impress smoothly, make reinforcing bar subassembly 2 go up can not hang the thick liquid, otherwise reinforcing bar subassembly is put ahead to first mould A, can pollute and expose the reinforcing bar subassembly during the concreting, influence cast in situ concrete and reinforcing bar subassembly 2's cohesion.
After pouring the concrete of first page 4, the first page 4 of formation is gone into the kiln and is maintained, maintain to certain intensity and can use anchor clamps to fix the back, take out from the kiln, can tear off side forms 1, clip with anchor clamps 5 and fix on first mould A first page 4, install vibrating device 3 (as shown in figure 4) on the reinforcing bar subassembly 2 that exposes outside first page 4 simultaneously, the mounting means includes but not limited to anchor clamps, bonding or ligature etc. preferably, take self-lock device's anchor clamps, can not shaken, also convenient to detach at last. The first leaf 4 and the first mould a are turned 180 deg. together so that the side of the rebar assembly 2 remote faces the second mould B. Simultaneously, pour 6 concretes of second page or leaf in second mould B (touch 1 including the limit that sets up on the second mould), open 3 switches of vibrating device on the steel reinforcement cage 2, 4 first pages of boards have the 6 concretes of second page or leaf of muscle subassembly 2 to impress downwards together, vibrating device 3 synchronous working, the process of impressing can be external force, also can be through the mode of dead weight, vibrating device 3's vibration transmits to whole reinforcing bar subassembly 2 on, in the 6 concretes of second page or leaf of reinforcing bar subassembly 2 impresses, arrange and block the coarse aggregate of reinforcing bar subassembly 2, realize reinforcing bar subassembly 2 and impress smoothly under the external force effect or dead weight effect (as shown in fig. 6-7).
And (3) removing the clamp 5, removing the first mold A, removing the vibration device 3, putting the second mold B (comprising the side mold 1) and the whole component into a kiln for curing to the strength required by production, removing the side mold 1 after the second mold B is taken out of the kiln, lifting the component for loading, and further completing the production of the laminated wall.
The form of the rebar assembly 2 includes, but is not limited to, a rebar cage, a rebar truss, a rebar mesh, and the like.
The vibration device 3 can be set to be single or multiple according to actual needs, such as the content of coarse aggregate, and the like, and the vibration of the vibration device 3 is transmitted to the whole steel bar assembly, so that the steel bar assembly 2 is arranged with the coarse aggregate pressed or sunk into concrete (the concrete of the first leaf 4 and/or the second leaf 6). The arrangement of the vibrating device 3 can be uniformly fixed on the whole steel bar component 3, so that the vibration of each part of the whole steel bar component 3 is balanced, each part of the steel bar component 3 can be pressed into a preset position of concrete, and the obstruction of coarse aggregate is avoided. The vibration device 3 is detachably fixed, which ensures the recycling of the vibration device 3, and can be detachably fixed on the steel bar component 3 through clamps, bonding or binding, for example. The vibration device 3 can be fixed in a position directly contacting with the poured concrete (the concrete of the first leaf 4 and/or the second leaf 6) or not contacting with the poured concrete, and the use of the vibration device 3 is not influenced. The vibration device 3 can provide power vibration through an external power supply or a self-contained power supply. The automatic power supply is used for providing power, wiring can be reduced, winding of a production center line can be reduced, production efficiency is improved, and misoperation is reduced.
The first mold a includes a first mold stage and a first side mold, and optionally, the second mold B includes a second mold stage and a second side mold, the mold stage can be detachable from the side mold, the side mold can be detached during the production process according to actual conditions, for example, after entering a kiln for maintenance, for example, the step of fixing the first sheet on the first mold further includes: the side forms 1 are removed and the first sheet 4 is secured to the first form bed by clamps 5.
Specifically, the method for producing the laminated wall with the vibrating device comprises the following steps:
1. manufacturing a wall forming steel bar component 2;
2. arranging a wallboard side die 1 on a first die A, and pouring concrete of a first panel 4;
3. 1 or more vibration devices 3 are arranged on the wall forming steel bar component 2;
4. placing the steel bar component 2 on the concrete surface of the first plate 4, starting the vibration device 3, pressing or sinking into the concrete of the first plate 4, removing the vibration device 3, and then putting into a kiln for curing;
5. removing the side die 1 after the steel bar assembly is taken out of the kiln, clamping the first sheet 4 by using a clamp 5, mounting 1 or more vibration devices 3 on the steel bar assembly 2, and turning the first die A by 180 degrees integrally;
6. arranging a side die 1 on the second clamp B;
7. pouring concrete of a second leaf plate 6 in the side mould, opening a switch of a vibration device 3 on the steel bar component 2, pressing the concrete of the second leaf plate 6 downwards together with the steel bar component 2 by a second leaf plate 4, and synchronously working the vibration device 3;
8. the steel bar component 2 is pressed into the second leaf plate 6 to a set position;
9. dismantling the clamp 5, removing the first mould A, dismantling the vibrating device 3, and putting the second mould B and the component into a kiln for curing;
10. and (5) removing the side die 1 after the second die B is taken out of the kiln, lifting and loading the component, and finishing production.
In another production flow, the above 2-4 steps can be replaced by: arranging a wallboard side die 1 on the first die A; placing the wall forming steel bar component 2 in the side formwork 1; and pouring concrete of the first sheet 4 in the middle of the side formwork 1, and feeding the concrete into a kiln for curing.
The utility model also provides a concrete member produces vibrating device, vibrating device installs on the reinforcing bar subassembly of concrete member, and vibrating device is arranged in the concrete that reinforcing bar subassembly impressed the concrete member, transmits to whole reinforcing bar subassembly through the vibration on for the reinforcing bar subassembly impresses concrete to preset position under external force or dead weight effect.
There is also provided according to the present disclosure a method of producing a concrete element, comprising: pouring concrete in the concrete member mould; the vibration device is arranged on the steel bar component; pressing member concrete into one side of the steel bar assembly to a preset position, and synchronously vibrating by using a vibrating device; and curing the concrete member to a preset strength to finish production. The composite wall is not limited to a composite wall, and other concrete members such as a composite floor slab, a composite beam, a composite column and the like can also be used. The prefabricated member is not limited to a superposed member, and is suitable for members needing to be embedded into a body (steel bars, steel plates, embedded parts and the like) in concrete, so that concrete can not be coated on the exposed steel bar assembly of the prefabricated member, and the bonding performance of the steel bar assembly and post-cast concrete is improved. Otherwise, the reinforcing steel bar assembly is put in advance, and exposed reinforcing steel bars can be polluted when concrete is poured, so that the binding force between the reinforcing steel bar assembly and the cast-in-place concrete is influenced.
In the description herein, reference to the description of the terms "one embodiment/mode," "some embodiments/modes," "example," "specific example," or "some examples," etc., means that a particular feature, structure, material, or characteristic described in connection with the embodiment/mode or example is included in at least one embodiment/mode or example of the application. In this specification, the schematic representations of the terms used above are not necessarily intended to be the same embodiment/mode or example. Furthermore, the particular features, structures, materials, or characteristics described may be combined in any suitable manner in any one or more embodiments/modes or examples. Furthermore, the various embodiments/aspects or examples and features of the various embodiments/aspects or examples described in this specification can be combined and combined by one skilled in the art without conflicting therewith.
Furthermore, the terms "first", "second" and "first" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defined as "first" or "second" may explicitly or implicitly include at least one such feature. In the description of the present application, "plurality" means at least two, e.g., two, three, etc., unless specifically limited otherwise.
It will be understood by those skilled in the art that the foregoing embodiments are merely for clarity of illustration of the disclosure and are not intended to limit the scope of the disclosure. Other variations or modifications may occur to those skilled in the art, based on the foregoing disclosure, and are still within the scope of the present disclosure.
Claims (10)
1. A production method of a laminated wall with a vibration device is characterized by comprising the following steps:
manufacturing a first leaf plate embedded with one side of the steel bar assembly on a first mould;
curing the first sheet to a predetermined strength;
fixing the first plate on a first die, and mounting a vibration device on the steel bar assembly;
turning the first die for 180 degrees;
pouring second flap concrete in the second mould;
the vibrating device synchronously vibrates, the other side of the steel bar assembly is pressed into the second leaf plate concrete to a preset position, and then the vibrating device is removed;
and maintaining the laminated wall concrete to the first strength to finish production.
2. A method of manufacturing a laminated wall with a vibration device according to claim 1, wherein the step of forming the first sheet with the reinforcing bar assembly embedded therein on the first mold comprises:
one side of the steel bar component is placed in the first die;
concrete is poured in the first mould.
3. A method of manufacturing a laminated wall with a vibration device according to claim 1, wherein the step of forming the first sheet with the reinforcing bar assembly embedded therein on the first mold comprises:
pouring first panel concrete in a first mould;
a vibration device is arranged on the steel bar component;
and pressing the first panel concrete into a preset position on one side of the steel bar component, and vibrating synchronously by the vibrating device.
4. A laminated wall producing method with a vibration device as claimed in claim 1 or 3, wherein the vibration device is 1 or more, and the vibration of the vibration device is transmitted to the whole reinforcing bar assembly so that the reinforcing bar assembly is pressed into the concrete with coarse aggregate discharged.
5. A method of manufacturing a laminated wall with vibration means as claimed in claim 4 wherein said vibration means is releasably secured to the reinforcing bar assembly by clamping, gluing or taping.
6. A method of manufacturing a laminated wall with a vibration unit as claimed in claim 5, wherein said vibration unit is uniformly fixed to the reinforcing bar assembly.
7. A method of manufacturing a laminated wall with a vibration device according to claim 1, wherein said first mold includes a first mold table and a first side mold,
in the step of fixing the first sheet on the first die and installing the vibration device on the steel bar assembly, the method comprises the following steps:
and removing the first side die, and fixing the first sheet on the first die table through a clamp.
8. A method of manufacturing a laminated wall with a vibration device as claimed in claim 1, wherein said vibration device is provided with a self-contained power supply or an external power supply.
9. A vibration device for concrete member production, which is applied to the method for producing a laminated wall according to claim 1, wherein the vibration device is used for pressing a reinforcing steel bar assembly into concrete of a concrete member, and the vibration is transmitted to the whole reinforcing steel bar assembly through vibration, so that the reinforcing steel bar assembly is pressed into the concrete to a preset position under the action of external force or self weight.
10. A method of producing a concrete element, comprising:
pouring concrete in the concrete member mould;
mounting the vibration apparatus of claim 9 on the rebar assembly;
pressing concrete into one side of the steel bar component to a preset position, and synchronously vibrating by using a vibrating device;
and curing the concrete member to a preset strength to finish production.
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN112706259A (en) * | 2020-12-30 | 2021-04-27 | 湖南三一快而居住宅工业有限公司 | Production equipment and production method of cavity wall |
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