CN110722679B - Method for producing prefabricated member by movable group vertical mould - Google Patents
Method for producing prefabricated member by movable group vertical mould Download PDFInfo
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- CN110722679B CN110722679B CN201910994353.0A CN201910994353A CN110722679B CN 110722679 B CN110722679 B CN 110722679B CN 201910994353 A CN201910994353 A CN 201910994353A CN 110722679 B CN110722679 B CN 110722679B
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- 238000004519 manufacturing process Methods 0.000 title claims abstract description 29
- 238000009415 formwork Methods 0.000 claims abstract description 40
- 230000032258 transport Effects 0.000 claims abstract description 19
- 238000000034 method Methods 0.000 claims abstract description 18
- 229910000831 Steel Inorganic materials 0.000 claims description 23
- 239000010959 steel Substances 0.000 claims description 23
- 238000007790 scraping Methods 0.000 claims 1
- 230000007246 mechanism Effects 0.000 description 11
- 238000002360 preparation method Methods 0.000 description 7
- 238000009434 installation Methods 0.000 description 6
- 230000005540 biological transmission Effects 0.000 description 5
- 238000005516 engineering process Methods 0.000 description 2
- 230000002349 favourable effect Effects 0.000 description 2
- 239000011440 grout Substances 0.000 description 2
- 230000000149 penetrating effect Effects 0.000 description 2
- 230000001360 synchronised effect Effects 0.000 description 2
- 208000034189 Sclerosis Diseases 0.000 description 1
- 230000001174 ascending effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 239000004065 semiconductor Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
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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
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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
- B28B1/04—Producing shaped prefabricated articles from the material by tamping or ramming
- B28B1/045—Producing shaped prefabricated articles from the material by tamping or ramming combined with vibrating or jolting
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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
- B28B1/29—Producing shaped prefabricated articles from the material by profiling or strickling the material in open moulds or on moulding surfaces
-
- 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
- B28B5/00—Producing shaped articles from the material in moulds or on moulding surfaces, carried or formed by, in or on conveyors irrespective of the manner of shaping
- B28B5/04—Producing shaped articles from the material in moulds or on moulding surfaces, carried or formed by, in or on conveyors irrespective of the manner of shaping in moulds moved in succession past one or more shaping stations
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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
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/16—Moulds for making shaped articles with cavities or holes open to the surface, e.g. with blind holes
- B28B7/18—Moulds for making shaped articles with cavities or holes open to the surface, e.g. with blind holes the holes passing completely through the article
- B28B7/186—Moulds for making shaped articles with cavities or holes open to the surface, e.g. with blind holes the holes passing completely through the article for plates, panels or similar sheet- or disc-shaped objects, also flat oblong moulded articles with lateral openings, e.g. panels with openings for doors or windows, grated girders
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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)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The application provides a method for producing prefabricated parts by a movable group standing die, which comprises the following steps: the grouped formwork erecting equipment is installed on the conveying equipment, and the grouped formwork erecting equipment is conveyed to the concrete pouring equipment through the conveying equipment to pour concrete; the transportation equipment transports the grouped formwork erection equipment poured with concrete, and the concrete in the grouped formwork erection equipment is settled and tamped by vibration generated in the transportation process; stopping the transportation equipment after settling and tamping so as to strickle off the concrete on the top of the grouped vertical die equipment; hardening the concrete to form a prefabricated member; and opening the die of the grouped vertical die equipment to take out the prefabricated part. When the method for producing the prefabricated member by the movable type grouped vertical mold is used for producing the prefabricated member, the prefabricated member can be produced at any place, and the grouped vertical mold equipment can be directly transported after concrete grouting is finished, so that the total cost of prefabricated member production and transportation is effectively reduced, and the development level of the prefabricated member production industry is favorably improved.
Description
[ technical field ] A method for producing a semiconductor device
The application relates to the technical field of buildings, in particular to a method for producing prefabricated parts by using a movable group standing die.
[ background of the invention ]
With the continuous development of the assembly building industry, various concrete prefabricated members are widely applied to various buildings. At present, the concrete prefabricated member is generally manufactured in a factory in advance, the manufactured prefabricated member is hoisted to a transportation device and is transported to a construction site through the transportation device for use, the production and transportation mode is high in cost, and the industrial development of the concrete prefabricated member is restricted.
[ summary of the invention ]
In order to solve the above problems, the present application provides a method for producing a preform by a movable type gang mold.
The application is realized by the following technical scheme:
a method of producing preforms from a moving set of vertical molds, comprising the steps of:
grouting: the grouped formwork erecting equipment is installed on the conveying equipment, and the grouped formwork erecting equipment is conveyed to the concrete pouring equipment through the conveying equipment to pour concrete;
tamping: the transportation equipment transports the grouped formwork erection equipment poured with concrete, and the concrete in the grouped formwork erection equipment is settled and tamped by vibration generated in the transportation process;
leveling: stopping the transportation equipment after settling and tamping so as to strickle off the concrete on the top of the grouped vertical die equipment;
hardening: hardening the concrete to form a prefabricated member;
demolding: and opening the die of the grouped vertical die equipment to take out the prefabricated part.
The method for producing preforms by means of a mobile group stand mould as described above, comprising, in the step of striking-off, the steps of:
and the transportation equipment is separated from the grouped formwork erecting equipment after being stopped.
The method for producing a preform by means of a mobile battery mould as described above, comprising, in the step of demoulding, the steps of:
and after the hardening step, continuously transporting the group standing die equipment through transporting equipment, and loosening the connection between the group standing die equipment and the prefabricated part through vibration in the transporting process so as to perform pre-die opening.
The method for producing a preform by means of a mobile battery mould as described above, comprising, in the step of demoulding, the steps of:
and after the conveying equipment conveys the group of vertical mold equipment to the destination, the group of vertical mold equipment is completely opened to take out the prefabricated member.
The method of manufacturing preforms for a mobile modular vertical mould as described above, said transport means comprising a trailer wagon.
A method of producing preforms for a mobile modular vertical form as described above, the modular vertical form installation comprising a frame container for use with the tractor truck.
The method of producing a preform by means of a mobile modular formwork as described above, said concrete pouring plant comprising a concrete mixing plant or a concrete mixing truck.
The method for producing the prefabricated member by the movable group standing die comprises a transportation frame, wherein a plurality of templates which are arranged at intervals along the thickness direction of the prefabricated member and a driving mechanism for driving the templates to move along the thickness direction of the prefabricated member so as to increase or reduce the distance between two adjacent templates are arranged on the transportation frame.
According to the method for producing the prefabricated member by the movable group standing die, the light steel keel frame is arranged in the group standing die equipment, the light steel keel frame comprises a skeleton body, side plates capable of forming a die cavity with an upward opening with two adjacent die plates are arranged at the bottom of the skeleton body and on two sides in the length direction, and the width of each side plate in the thickness direction of the prefabricated member is larger than that of the skeleton body in the thickness direction of the prefabricated member.
Compared with the prior art, the method has the following advantages:
when the method for producing the prefabricated member by adopting the movable type grouped vertical mold is used for producing the prefabricated member, the prefabricated member can be produced at any place, a prefabricated member factory is established without special investment, the labor and equipment cost for producing the prefabricated member is effectively reduced, the grouped vertical mold equipment can be directly transported after concrete grouting is finished, transportation after the prefabricated member production is not required, the installation link of the prefabricated member on transportation equipment is reduced, the total time cost for producing and transporting the prefabricated member is effectively shortened, the production and transportation cost of the concrete prefabricated member can be greatly reduced by the method, the market competitiveness of manufacturers is improved, and the development level of the prefabricated member production industry is favorably improved.
[ description of the drawings ]
In order to more clearly illustrate the technical solutions in the embodiments of the present application, the drawings used in the description of the embodiments will be briefly introduced below.
FIG. 1 is a schematic flow diagram of a method for producing preforms from a moving set of vertical molds;
FIG. 2 is a front view of a light steel keel frame;
FIG. 3 is a cross-sectional view of the light steel keel frame shown in FIG. 2 taken along line A-A of FIG. 2;
FIG. 4 is an enlarged schematic view of section A of FIG. 3;
FIG. 5 is a front view of a modified light steel keel frame based on FIG. 2;
FIG. 6 is a top plan view of the light steel keel frame of FIG. 5;
FIG. 7 is a schematic view of a partial structure of the light steel keel frame of FIG. 5;
FIG. 8 is a front view of a modified light steel keel frame based on FIG. 2;
FIG. 9 is a top plan view of the light steel keel frame shown in FIG. 8;
FIG. 10 is a schematic view of a partial structure of the light steel keel frame of FIG. 8;
FIG. 11 is a front view of a light steel keel frame;
FIG. 12 is a perspective view of the light steel keel frame of FIG. 11;
FIG. 13 is a first schematic view of a modular block apparatus;
FIG. 14 is a second schematic view of a modular erection apparatus;
FIG. 15 is an enlarged schematic view of section B of FIG. 13;
FIG. 16 is a schematic view of a drive link;
FIG. 17 is a third schematic view of a modular erection apparatus;
FIG. 18 is a schematic view of a template;
fig. 19 is an exploded schematic view of fig. 18.
[ detailed description ] embodiments
In order to make the technical problems, technical solutions and advantageous effects solved by the present application more clear and obvious, the present application is further described in detail below with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are merely illustrative of the present application and are not intended to limit the present application.
When the embodiments of the present application refer to ordinal numbers such as "first", "second", etc., it should be understood that the terms are used for distinguishing only when the context clearly indicates that the order is changed.
In the description of the present application, it is to be noted that, unless otherwise explicitly specified or limited, the terms "mounted," "connected," and "connected" are to be construed broadly, e.g., as meaning either a fixed connection, a removable connection, or an integral connection; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meaning of the above terms in the present application can be understood in a specific case by those of ordinary skill in the art.
As shown in fig. 1, a method for producing a preform by moving a plurality of vertical molds, comprises the steps of:
step S101, grouting: the erection module 200 is installed to the transportation means, and the erection module 200 is transported to the concrete pouring means by the transportation means to pour the concrete.
In this step, the group formwork erection equipment 200 may be transported by a trailer, and the concrete pouring equipment may be a concrete mixing plant or a concrete mixing truck.
And S102, transporting the grouped vertical mold equipment 200 with the poured concrete by using transporting equipment, and settling and tamping the concrete in the grouped vertical mold equipment 200 by using vibration generated in the transporting process. The concrete is compacted by fully utilizing the vibration characteristic in the transportation process, so that the prefabricated member which is firmer and meets the use requirement is manufactured by effectively combining the transportation link, the process links can be effectively reduced compared with the traditional technology, the cost is saved, and the production efficiency of the prefabricated member is improved.
Step S103, leveling: and stopping the transportation equipment after settling and tamping so as to strike off the concrete on the top of the group of vertical mold equipment 200.
In this step, the transportation equipment stops the grouped vertical mold equipment 200 so as to scrape the top of the grouped vertical mold equipment 200 off the concrete, so as to ensure that the flatness of the top of the prefabricated member meets the use requirement, and in addition, in order to improve the efficiency, in this step, the transportation equipment stops the grouped vertical mold equipment 200 and then is separated from the grouped vertical mold equipment 200, so that the transportation equipment can transport other grouped vertical mold equipment 200.
Step S104, hardening: the concrete hardens to form a preform.
In this step, after the strickling step, the unitized mold apparatus 200 is left standing to harden the concrete therein to form a preform.
Step S105, demolding: and opening the group mold erecting equipment 200 to take out the prefabricated parts.
In this step, continue to transport through transportation equipment behind the step of sclerosis the mould equipment 200 is found in groups to thereby shake loose the mould equipment 200 and be connected with the prefab through vibrations in the transportation and carry out the mould of opening in advance, so that the subsequent complete mould opening of mould equipment is found in groups can smoothly go on, transportation equipment will after the mould equipment 200 is found in groups transports to the destination the mould equipment 200 is found in groups carries out complete mould opening in order to take out the prefab, facilitates the use.
Adopt the portable method of founding the mould production prefab in groups of this embodiment when making the prefab, can make the prefab in the optional place, need not invest in specially and establish the prefab mill, effectively reduce the manual work and the equipment cost of prefab preparation, and this embodiment just can directly transport the founding mould equipment in groups after accomplishing concrete grouting, need not to wait that the prefab preparation is accomplished the back and transport again, and reduced the installation link of prefab installation on the transportation equipment, effectively shorten the total time cost of prefab preparation and transportation, consequently, this embodiment can reduce the cost of concrete prefab production and transportation by a wide margin, improve the market competition of producer, and be favorable to improving the development level of prefab preparation trade.
Specifically, as shown in fig. 13, in order to facilitate transportation of the group formwork erection equipment, the group formwork erection equipment 200 includes a transportation frame 28, the transportation frame 28 can be conveniently installed on the transportation equipment, in order to cooperate with a trailer vehicle for transportation, the transportation frame 28 includes a frame container used in cooperation with the trailer vehicle, the group formwork erection equipment 200 can be combined with container technology to facilitate transportation of the group formwork erection equipment, the transportation frame 28 is provided with a plurality of formworks 27 arranged at intervals along a preform thickness direction and a driving mechanism 17 for driving the formworks 27 to move along the preform thickness direction to increase or decrease a distance between two adjacent formworks 27, the group formwork erection equipment 200 is internally provided with a light steel keel frame 100 as shown in fig. 2 to 12, the light steel keel frame 100 includes a frame body 1, the bottom and two sides in the length direction of the frame body 1 are provided with side plates 2 capable of forming a mold cavity with an upward opening with the two adjacent formworks 27, the width of the side plate 2 in the thickness direction of the prefabricated member is larger than that of the framework body 1 in the thickness direction of the prefabricated member. In the formwork erection equipment in groups of this embodiment, set up the template of arranging along prefab thickness direction on the transportation frame, when making the prefab, transportation equipment will be in groups to formwork erection equipment transportation to light steel skeleton mill, hoist light steel keel frame 100 extremely on the formwork erection equipment 200 in groups, make template 27 on the formwork erection equipment 200 in groups cooperate with the curb plate of light steel keel frame and just can form the ascending die cavity that is used for grout preparation prefab of opening, when making the prefab, light steel keel frame places between two adjacent templates 27 to drive the template through actuating mechanism 17 and remove and make the template press from both sides tight light steel keel frame and make the curb plate 2 of skeleton body 1 bottom and length direction both sides and the die cavity that is used for grout preparation prefab of opening upwards is formed to template 27. Therefore, the group standing die device 200 of the embodiment has simple and light structure, low cost and convenient transportation. And the mould equipment 200 just needs to drive the template 27 through the actuating mechanism 17 and remove along prefab thickness direction just can realize opening and shutting the mould, convenient operation, and the flow is simple, and the mould degree of difficulty that opens and shuts is low, is favorable to improving the preparation efficiency of prefab.
Further, as shown in fig. 5 to 10, in order to improve the supporting strength of the side plate 2, flanges 6 are provided on both sides of the side plate 2 in the thickness direction of the preform toward the inner side of the frame body 1. The top of the framework body 1 is provided with a top cover plate 3, and the top cover plate 3 and the side plates 2 are equal in width in the thickness direction of the prefabricated member. When such a structure is adopted, the deformation resistance of the skeleton body 1 is improved. After splicing the die cavity that the template formed the opening upwards in prefab thickness direction both sides, pour into the concrete toward the die cavity in, through 3 reinforcement to skeleton body 1 of lamina tecti, reduced the deformation that the concrete impact force brought skeleton body 1, improved skeleton body's resistance to deformation promptly.
Specifically, as shown in fig. 5 to 7, the roof panel 3 may have a specific structure as follows: the length of the top cover plate 3 in the length direction of the prefabricated member is smaller than that of the framework body 1 in the length direction of the prefabricated member, and the top of the framework body 1 is provided with the top cover plate 3. When the design is adopted, the length and the number of the top cover plate 3 can be set according to the actual situation so as to achieve the deformation resistance required in the actual application, the reasonable utilization is realized, and the cost is saved.
Specifically, as shown in fig. 8 to 10, the roof panel 3 may also have the following specific structure: the top cover plate 3 and the framework support body 1 are equal in length in the length direction of the prefabricated member. With this design, the framework body 1 has the greatest resistance to deformation.
Further, in order to facilitate grouting into the framework body 1, a first through hole 7 is formed in the top cover plate 3, and concrete enters the prefabricated member and the two adjacent templates 27 through the first through hole 7 to form a mold cavity with an upward opening; the top of the framework body 1 is provided with a second through hole 8, and a steel bar is arranged in the second through hole 8.
As shown in fig. 11 and 12, in order to form a doorway and a window on a prefabricated member, a hollow enclosing plate 9 capable of forming a cavity with two adjacent templates 27 is arranged inside the framework body 1, the width of the hollow enclosing plate 9 in the thickness direction of the prefabricated member is the same as the width of the side plate 2 in the thickness direction of the prefabricated member, and the hollow enclosing plate 9 includes a first hollow enclosing plate 10, a second hollow enclosing plate 11 and a third hollow enclosing plate 12; first leave empty door bounding wall 10 with the second leaves empty door bounding wall 11's one end with skeleton body 1 bottom is connected, first leave empty door bounding wall 10 with the second leaves empty door bounding wall 11 and keeps away from the one end of skeleton body 1 bottom with the third leaves empty door bounding wall 12 both ends and connects, forms the door frame. The hollow enclosing plates 9 further comprise a first hollow enclosing window enclosing plate 13, a second hollow enclosing window enclosing plate 14, a third hollow enclosing window enclosing plate 15 and a fourth hollow enclosing window enclosing plate 16; the first hollow window enclosing plate 13, the second hollow window enclosing plate 14, the third hollow window enclosing plate 15 and the fourth hollow window enclosing plate 16 are sequentially connected end to form a window frame. The framework body 1 is rectangular as a whole.
Further, as shown in fig. 13 to 16, in order to facilitate transmission and limit the moving range of each template, the driving mechanism 17 includes a transmission limit link 19 for connecting two adjacent templates 27 and limiting the moving range of the templates 27. Specifically, each template 27 is provided with a connecting column 18, one end of the transmission limiting connecting rod 19 is provided with a limiting groove 20 which extends along the thickness direction of the prefabricated part and is used for the connecting column 18 on one template 27 to be connected in a penetrating manner, and the other end of the transmission limiting connecting rod 19 is provided with a limiting hole 25 used for the connecting column 18 on the other adjacent template 27 to be connected in a penetrating manner. Can make things convenient for synchronous interlock polylith template to remove through setting up the spacing connecting rod of transmission, conveniently open and shut the mould, also can restrict the removal stroke of template simultaneously, the range of opening and shutting of the group formwork erection equipment of restriction this embodiment is in order to satisfy the operation requirement.
Further, in order to improve the transportation stability when transporting the unitized mold apparatus 200 and improve the assembly efficiency of the unitized mold apparatus 200, the plurality of mold plates 27 include a fixed mold plate 271 fixedly disposed in the middle of the transportation frame 28 and movable mold plates 272 arranged and distributed on both sides of the fixed mold plate 271 in the preform thickness direction, the driving mechanisms 17 respectively drive the movable mold plates 272 on both sides of the fixed mold plate 271 to move in the preform thickness direction, and specifically, the driving mechanisms 17 respectively drive the movable mold plates 272 farthest from the fixed mold plate 271 in both sides of the fixed mold plate 271 to move in the preform thickness direction. During the mould that opens and shuts, drive through actuating mechanism 17 the movable mould board 272 is kept away from the fixed mould board 271 or is drawn close to toward the fixed mould board 271 department of transportation frame middle part, effectively makes the holistic focus of formwork erection equipment in groups keep in the middle part department of transportation frame to stability when improving transportation formwork erection equipment in groups, simultaneously, when the erection equipment 200 in groups is installed, can follow the both sides synchronous installation movable mould board of fixed mould board, improve the assembly efficiency of formwork erection equipment in groups by a wide margin.
Further, in order to facilitate the disassembly of the driving mechanism so as to overhaul the driving mechanism, the driving mechanism 17 includes a driving cylinder 21 hinged to the fixed die plate 271, and power output ends of the driving cylinder 21 are detachably connected to the moving die plate 272 farthest from the fixed die plate 271 in two sides of the fixed die plate 271, respectively.
In order to facilitate the movement of the formwork on the transport carriage for opening and closing the formwork, said formwork 27 is provided with pulleys 22 which are in sliding engagement with said transport carriage 28. In particular, the template 27 is suspended on the transport frame 28 by means of the pulleys 22. Simple structure and convenient installation.
Further, as shown in fig. 18 and 19, in order to assemble the formwork 27, the formwork 27 includes a formwork support 23 and a back plate 24 disposed on the formwork support 23, the back plates 24 on two adjacent formworks 27 are disposed oppositely, and the back plates 24 on two adjacent formworks 27 can cooperate with the light steel keel frame to form a mold cavity opened upward.
Further, as shown in fig. 17, in order to effectively restrict the movement of the pattern plate 27 in the preform thickness direction by the pattern plate 27, the bottom of the transport frame 28 is provided with a guide bar 26 extending in the preform thickness direction for restricting the movement direction of the pattern plate 27.
The foregoing is illustrative of one or more embodiments provided in connection with the detailed description and is not intended to limit the disclosure to the particular forms disclosed. Similar or identical methods, structures and the like, or several technical deductions or substitutions made on the premise of the conception of the application, should be considered as the protection scope of the application.
Claims (5)
1. A method of producing preforms in a moving set of vertical molds, comprising the steps of:
grouting: mounting the group of formwork erection devices (200) on a transportation device, transporting the group of formwork erection devices (200) to a concrete pouring device through the transportation device for pouring concrete, wherein the transportation device comprises a tractor truck, and the group of formwork erection devices (200) comprises a frame container matched with the tractor truck for use;
tamping: the transportation equipment transports the grouped vertical mould equipment (200) poured with concrete, and the concrete in the grouped vertical mould equipment (200) is settled and tamped by vibration generated in the transportation process;
leveling: stopping the transportation equipment after settling and tamping so as to strickle off the concrete on the top of the grouped vertical die equipment (200);
hardening: hardening the concrete to form a prefabricated member;
demolding: opening the die of the grouped vertical die equipment (200) and taking out the prefabricated part;
in the step of demolding, the steps of:
continuing to transport the group standing die equipment (200) through transport equipment after the hardening step, and loosening the connection between the group standing die equipment (200) and the prefabricated parts through vibration in the transport process so as to perform pre-die opening;
the group of vertical mould devices (200) are completely opened after the transportation device transports the group of vertical mould devices (200) to the destination so as to take out the prefabricated members.
2. A method for producing preforms for a mobile battery mould according to claim 1, characterised in that in the step of scraping it comprises the following steps:
the transportation equipment is separated from the group standing mould equipment (200) after stopping the group standing mould equipment (200).
3. Method for the production of preforms for mobile battery moulds according to claim 1, characterised in that said concreting plant comprises a concrete mixing plant or a concrete mixing truck.
4. A method for manufacturing preforms by means of a mobile set of vertical moulds according to claim 1, characterised in that the set of vertical mould tools (200) comprises a transport carriage (28), on which transport carriage (28) a plurality of mould plates (27) are arranged at intervals in the direction of the thickness of the preforms, and drive means (17) for driving the mould plates (27) in the direction of the thickness of the preforms in order to increase or decrease the spacing between two adjacent mould plates (27).
5. The method for producing the prefabricated member by the movable group standing die according to claim 4, wherein a light steel keel frame (100) is arranged in the group standing die equipment (200), the light steel keel frame (100) comprises a frame body (1), side plates (2) capable of forming an upward-opening die cavity with two adjacent die plates (27) are arranged at the bottom and two sides in the length direction of the frame body (1), and the width of each side plate (2) in the thickness direction of the prefabricated member is larger than that of the frame body (1) in the thickness direction of the prefabricated member.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910994353.0A CN110722679B (en) | 2019-10-18 | 2019-10-18 | Method for producing prefabricated member by movable group vertical mould |
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| CN201910994353.0A CN110722679B (en) | 2019-10-18 | 2019-10-18 | Method for producing prefabricated member by movable group vertical mould |
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| CN110722679A CN110722679A (en) | 2020-01-24 |
| CN110722679B true CN110722679B (en) | 2021-09-07 |
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Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20050008427A (en) * | 2003-07-10 | 2005-01-21 | 브이.오.에프. 휴마보 콘크리트 머시너리 앤드 몰드 | A mps system for automatically manufacturing concrete products and a filling machine used for it |
| CN204195939U (en) * | 2014-09-22 | 2015-03-11 | 北京珠穆朗玛绿色建筑科技有限公司 | Multifunctional concrete prefabricated components battery mould production equipment and production line |
| CN104924426A (en) * | 2015-06-29 | 2015-09-23 | 中民筑友有限公司 | Prefabricated part battery mould |
| CN107825569A (en) * | 2017-12-01 | 2018-03-23 | 华夏 | A kind of prefabricated component in-place forming equipment and system |
| CN109333801A (en) * | 2018-11-30 | 2019-02-15 | 湖北宇辉智能科技有限公司 | Modularization movable prefabricated component produces assembling combination system and combined method |
| CN209453848U (en) * | 2018-12-12 | 2019-10-01 | 中国十九冶集团有限公司 | Concrete test block demoulding device |
Family Cites Families (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100526448B1 (en) * | 2003-04-29 | 2005-11-08 | 합자회사 대청 씨앤씨 | Concrete forming system |
| KR20180036061A (en) * | 2016-09-30 | 2018-04-09 | 주식회사 청진이엔씨 | Manufacturing apparatus for concrete product by the dry method and manufacturing method for concrete product using the same |
| CN106868993B (en) * | 2017-01-03 | 2019-04-23 | 中建五局土木工程有限公司 | Town road kerbstone prefabricated construction method |
-
2019
- 2019-10-18 CN CN201910994353.0A patent/CN110722679B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20050008427A (en) * | 2003-07-10 | 2005-01-21 | 브이.오.에프. 휴마보 콘크리트 머시너리 앤드 몰드 | A mps system for automatically manufacturing concrete products and a filling machine used for it |
| CN204195939U (en) * | 2014-09-22 | 2015-03-11 | 北京珠穆朗玛绿色建筑科技有限公司 | Multifunctional concrete prefabricated components battery mould production equipment and production line |
| CN104924426A (en) * | 2015-06-29 | 2015-09-23 | 中民筑友有限公司 | Prefabricated part battery mould |
| CN107825569A (en) * | 2017-12-01 | 2018-03-23 | 华夏 | A kind of prefabricated component in-place forming equipment and system |
| CN109333801A (en) * | 2018-11-30 | 2019-02-15 | 湖北宇辉智能科技有限公司 | Modularization movable prefabricated component produces assembling combination system and combined method |
| CN209453848U (en) * | 2018-12-12 | 2019-10-01 | 中国十九冶集团有限公司 | Concrete test block demoulding device |
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