CN217670008U - Side formwork device for manufacturing concrete prefabricated part - Google Patents
Side formwork device for manufacturing concrete prefabricated part Download PDFInfo
- Publication number
- CN217670008U CN217670008U CN202221569604.4U CN202221569604U CN217670008U CN 217670008 U CN217670008 U CN 217670008U CN 202221569604 U CN202221569604 U CN 202221569604U CN 217670008 U CN217670008 U CN 217670008U
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- side forms
- vertical side
- forms
- assembling
- vertical
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- 239000004567 concrete Substances 0.000 title claims abstract description 36
- 238000009415 formwork Methods 0.000 title description 9
- 238000004519 manufacturing process Methods 0.000 title description 6
- 239000011178 precast concrete Substances 0.000 claims abstract description 19
- 210000000078 claw Anatomy 0.000 claims description 8
- 238000007789 sealing Methods 0.000 claims description 7
- 239000000463 material Substances 0.000 claims description 4
- 238000002360 preparation method Methods 0.000 claims description 4
- 238000003825 pressing Methods 0.000 claims description 3
- 229920001821 foam rubber Polymers 0.000 claims description 2
- 241000883966 Astrophytum capricorne Species 0.000 abstract description 13
- 239000007788 liquid Substances 0.000 abstract description 7
- 238000005498 polishing Methods 0.000 abstract description 6
- 238000000034 method Methods 0.000 description 3
- 238000003466 welding Methods 0.000 description 3
- 230000006835 compression Effects 0.000 description 2
- 238000007906 compression Methods 0.000 description 2
- 235000000396 iron Nutrition 0.000 description 2
- 239000002002 slurry Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 229920001971 elastomer Polymers 0.000 description 1
- 238000005187 foaming Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000010354 integration Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 239000002994 raw material Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
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- Moulds, Cores, Or Mandrels (AREA)
Abstract
The utility model discloses a side forms device for making precast concrete component relates to precast concrete processing field, including horizontal side forms, assemble side forms, first vertical side forms and the vertical side forms of second, be provided with on the horizontal side forms and assemble the subassembly, assemble the subassembly and include the pressure strip, be connected with the closing plate on the horizontal side forms. The utility model discloses a setting of assembling the subassembly, insert the spacing groove on the horizontal side forms through the stopper on will assembling the side forms and make two side forms be connected, later reduce the clearance between the two through screwing up goat's horn bolt cooperation closing plate on the pressure strip between the two, avoid leaking the thick liquid phenomenon and take place to reduce the deckle edge length on the concrete prefabricated component simultaneously, reduce the follow-up difficulty of polishing, assemble simple operation convenient so that make not equidimension concrete prefabricated component, the leakproofness is better to avoid the concrete to leak thick liquid and reduce the deckle edge size of concrete prefabricated component simultaneously.
Description
Technical Field
The utility model relates to a precast concrete processing field specifically is a side forms device for making concrete prefabricated component.
Background
The precast concrete means a building element produced by a mold in a factory using concrete as a raw material and then transported to a construction site for installation, for example, a common precast concrete panel, a precast concrete beam, and a precast concrete column are all precast concrete elements.
When the concrete prefabricated part is produced, a building component needs to be prefabricated through matching of a bottom die, a side die and a top die, the side die is usually formed by welding angle irons and rib plates, then a plurality of angle irons are welded together to form the side die, and the side die is a die for molding four edges of the concrete prefabricated part.
The side forms for the existing concrete prefabricated parts are generally welded integrally or in a telescopic adjusting mode, the welding integration is low in cost but low in universality, each welding integrated side form can only manufacture the concrete prefabricated parts of one size, therefore, a batch of side forms need to be customized again when new products are machined each time, the telescopic adjusting type side forms are high in universality, the volume of an extending end of each telescopic adjusting type side form is generally smaller than that of a fixed end, the concrete beside the extending end is larger than that of the concrete beside the fixed end, and therefore more time and energy are consumed to process the prefabricated concrete parts when the side forms start to be polished and trimmed after the manufacturing is finished.
SUMMERY OF THE UTILITY MODEL
Based on this, the utility model aims at providing a side forms device for making precast concrete component to solve the technical problem that is not convenient for process the precast concrete component of equidimension not.
In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a side forms device for making precast concrete component, includes horizontal side forms, assembles side forms, first vertical side forms and the vertical side forms of second, be provided with on the horizontal side forms and assemble the subassembly, it includes the pressure strip to assemble the subassembly, be connected with the closing plate on the horizontal side forms, the spacing groove has been seted up on the horizontal side forms, it all is connected with the stopper on side forms, first vertical side forms and the vertical side forms of second to assemble.
Through adopting above-mentioned technical scheme, insert the spacing groove on the horizontal side forms through the stopper that will assemble on the side forms and make two side forms be connected, later reduce the clearance between the two through screwing up goat's horn bolt cooperation closing plate on the pressure strip on the two, avoid lou thick liquid phenomenon to take place to reduce the deckle edge length on the concrete prefabricated component simultaneously, reduce the follow-up degree of difficulty of polishing, goat's horn bolt simple structure need not staff's utilization instrument and screws up the structure simultaneously, so that convenient operation, later can continue to connect the width of assembling side forms increase precast concrete component on assembling the side forms.
Further, it is provided with four to assemble the side forms, just horizontal side form, first vertical side form and the vertical side form of second all are provided with two, all be connected with a plurality of floors on horizontal side form, the side form of assembling, first vertical side form and the vertical side form of second.
Through adopting above-mentioned technical scheme, insert respectively the stopper on a first vertical side forms and a second vertical side forms and assemble the spacing groove on side forms and the horizontal side forms and screw up the goat's horn bolt again, later insert respectively the spacing groove on a first vertical side forms and a second vertical side forms and screw up the goat's horn bolt with two stoppers of assembling on the side forms in addition, later can continue to connect on assembling the side forms and assemble the length of side forms increase precast concrete component.
Furthermore, an assembling side formwork is connected to the transverse side formwork, a first vertical side formwork is connected to the assembling side formwork, and a second vertical side formwork is connected to the first vertical side formwork through another transverse side formwork.
Through adopting above-mentioned technical scheme, insert respectively the stopper on a first vertical side forms and a second vertical side forms and assemble the spacing groove on side forms and the horizontal side forms and tighten the goat's horn bolt again, later will assemble two stoppers on the side forms in another and insert respectively in the spacing groove on a first vertical side forms and a second vertical side forms and tighten the goat's horn bolt, later can continue to connect on assembling the side forms and assemble the length that the side forms increased precast concrete component.
Furthermore, the pressure strip is provided with a plurality of, and is a plurality of all seted up the round hole on pressure strip, two vertical side forms of two first and two vertical side forms of second, and is a plurality of all be connected with the goat's horn bolt in the round hole.
Through adopting above-mentioned technical scheme, reduce clearance between the two through screwing up goat's horn bolt cooperation closing plate on the pressure strip on the two, avoid leaking thick liquid phenomenon and take place to reduce the deckle edge length on the concrete prefabricated component simultaneously, reduce the follow-up degree of difficulty of polishing.
Furthermore, stopper and spacing groove all are "T" font, just stopper and spacing groove swing joint.
Through adopting above-mentioned technical scheme, insert the spacing groove on the horizontal side forms through the stopper that will assemble on the side forms and make two side forms be connected, later insert respectively the stopper on a first vertical side form and a second vertical side form assemble the spacing groove on side forms and the horizontal side form in screw up the goat's horn bolt again.
Furthermore, stopper and spacing groove all are provided with a plurality ofly, and are a plurality of stopper and spacing groove set up respectively on horizontal side forms, assemble the side forms, first vertical side forms and the vertical side forms of second.
Through adopting above-mentioned technical scheme, insert the spacing groove on the horizontal side forms through the stopper that will assemble on the side forms and make two side forms be connected, later insert respectively the stopper on a first vertical side form and a second vertical side form assemble the spacing groove on side forms and the horizontal side form in screw up the goat's horn bolt again.
Further, the closing plate is provided with a plurality ofly, and is a plurality of the closing plate is connected respectively in horizontal side forms, assembles on side forms, first vertical side forms and the vertical side forms of second, and is a plurality of the closing plate all adopts resistant oily vulcanite foam rubber material preparation to form.
Through adopting above-mentioned technical scheme, reduce clearance between the two through screwing up goat's horn bolt cooperation closing plate on the pressure strip between the two, avoid leaking thick liquid phenomenon and take place to reduce the deckle edge length on the concrete prefabricated component simultaneously, reduce the follow-up degree of difficulty of polishing.
To sum up, the utility model discloses mainly have following beneficial effect:
1. the utility model, through the arrangement of the assembly components, the two side forms are connected by inserting the limiting blocks on the assembled side forms into the limiting grooves on the transverse side forms, then the clearance between the two side forms is reduced by screwing the claw bolts on the compression plates on the two side forms and matching with the sealing plate, the slurry leakage phenomenon is avoided, the burr length on the concrete prefabricated component is reduced, the subsequent polishing difficulty is reduced, meanwhile, the cleat bolt has a simple structure, workers do not need to screw a structure by using tools to facilitate operation, then the assembling side dies can be continuously connected with the assembling side dies to increase the width of the precast concrete component, then the cleat bolt is screwed to limit the structure, then the limiting blocks on one first vertical side die and one second vertical side die are respectively inserted into the limiting grooves on the assembling side dies and the transverse side dies, then the cleat bolt is screwed, then the limiting blocks on the other two assembling side dies are respectively inserted into the limiting grooves on one first vertical side die and one second vertical side die and the cleat bolt is screwed, then the assembling side dies can be continuously connected with the assembling side dies to increase the length of the precast concrete component, then the limiting blocks on the other first vertical side die and the other second vertical side die are respectively inserted into the limiting grooves on the other two assembling side dies and the cleat bolt is screwed, then the remaining one assembling side die and the remaining assembling side die are respectively inserted into the limiting grooves on the other two assembling side dies and the remaining assembling side dies, and the remaining assembling side dies are respectively inserted into the limiting grooves on the other assembling side dies and the other assembling side dies, and the remaining assembling side dies are convenient to manufacture the remaining assembling side dies and the remaining assembling side dies with the limiting grooves of the remaining assembling side dies, meanwhile, the sealing performance is good, concrete leakage is avoided, and the size of burrs of the concrete prefabricated part is reduced.
Drawings
FIG. 1 is a schematic view of the side form structure of the present invention;
FIG. 2 is a schematic view of the assembled side forms of the present invention;
FIG. 3 is a schematic view of the structure of the horizontal side form of the present invention;
fig. 4 is a schematic structural view of a second vertical side form of the present invention;
fig. 5 is a schematic view of a first vertical side form structure of the present invention.
In the figure: 1. transverse side forms; 2. assembling the side forms; 3. assembling the components; 301. a compression plate; 302. a claw bolt; 303. a circular hole; 304. a limiting block; 305. a limiting groove; 306. a sealing plate; 4. a first vertical side form; 5. a second vertical side form; 6. a rib plate.
Detailed Description
The technical solution in the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present invention. The embodiments described below with reference to the drawings are exemplary only for the purpose of explaining the present invention, and should not be construed as limiting the present invention.
The following describes an embodiment of the present invention according to its overall structure.
The utility model provides a side forms device for making precast concrete component, as shown in fig. 1, 2, 3, 4 and 5, including horizontal side forms 1, assemble side forms 2, first vertical side forms 4 and the vertical side forms 5 of second, all be provided with on horizontal side forms 1, the side forms 2 of assembling, first vertical side forms 4 and the vertical side forms 5 of second and assemble subassembly 3.
Specifically assemble subassembly 3 and include pressure strip 301, 1 both sides of horizontal side forms all are connected with closing plate 306, spacing groove 305 has been seted up at 1 top of horizontal side forms, assemble 2 one side of side forms, first vertical side forms 4 one side, 5 one sides of the vertical side forms of second and 5 surfaces of the vertical side forms of second all are connected with stopper 304, assemble simple operation convenient so that the not concrete prefabricated component of equidimension of preparation, the leakproofness is better avoids concrete to leak thick liquid and reduces the unedged size of concrete prefabricated component simultaneously.
Referring to fig. 1, 2, 3, 4 and 5, in the above-mentioned embodiment, it is provided with four to a plurality of to assemble side forms 2, and horizontal side forms 1, first vertical side forms 4 and the vertical side forms 5 of second all are provided with two, horizontal side forms 1, assemble side forms 2, all be connected with a plurality of floor 6 on first vertical side forms 4 and the vertical side forms 5 of second, horizontal side forms 1 one side is connected with assembles side forms 2, it is connected with first vertical side forms 4 to assemble 2 backs of side forms, first vertical side forms 4 backs are connected with the vertical side forms 5 of second through another horizontal side forms 1, the convenience is moulded to the corner of concrete prefabricated component.
Referring to fig. 1, 2, 3, 4 and 5, in the above-mentioned embodiment, the pressure strip 301 is provided with a plurality of, and on a plurality of pressure strips 301, round hole 303 has all been seted up to two vertical side forms 4 one sides and two vertical side forms 5 one sides of second, and all is connected with goat's horn bolt 302 in a plurality of round holes 303, and the leakproofness is better avoids concrete to leak thick liquid and reduces the unedged size of precast concrete component.
Referring to fig. 1, 2, 3, 4 and 5, in the above-mentioned embodiment, stopper 304 and spacing groove 305 all are "T" font, and stopper 304 and spacing groove 305 dismantle and be connected, stopper 304 and spacing groove 305 all are provided with a plurality ofly, and a plurality of stoppers 304 and spacing groove 305 set up respectively in horizontal side forms 1, assemble side forms 2, first vertical side forms 4 and second vertical side forms 5, closing plate 306 is provided with a plurality ofly, and a plurality of closing plates 306 connect respectively in two horizontal side forms 1, four assemble side forms 2, the junction between two first vertical side forms 4 and two second vertical side forms 5, and a plurality of closing plates 306 all adopt resistant oily vulcanize foaming rubber material preparation to form, assemble simple operation convenient so that make the not concrete prefabricated component of equidimension.
The implementation principle of the embodiment is as follows: firstly, the side form device is mainly used for manufacturing concrete slabs, when the side form device is installed, a limiting block 304 on an assembling side form 2 is inserted into a limiting groove 305 on a transverse side form 1 to connect the two side forms, then a claw bolt 302 is screwed on a pressing plate 301 on the two side forms to be matched with a sealing plate 306 to reduce a gap between the two side forms, the slurry leakage phenomenon is avoided, the burr length on a concrete prefabricated component is reduced, the subsequent polishing difficulty is reduced, meanwhile, the claw bolt 302 is simple in structure, a worker does not need to screw the structure by using a tool, the operation is convenient, meanwhile, the assembling side form 2 can be continuously connected on the assembling side form 2 to increase the width of the prefabricated concrete component, then the claw bolt 302 is screwed to limit the structure, and the assembling method of the other transverse side form 1 is the same;
assembling the vertical side forms, connecting a first vertical side form 4 and a second vertical side form 5 together and screwing a claw bolt 302 by utilizing the assembling side forms 2, the limiting blocks 304 and the limiting grooves 305, inserting the limiting blocks 304 on the two second vertical side forms 5 into the limiting grooves on the transverse side forms 1, inserting the limiting blocks 304 on the two first vertical side forms 4 into the limiting grooves 305 on the assembling side forms 2 beside the transverse side forms 1 and screwing the claw bolt 302, and thus, assembling work is completed.
Although embodiments of the present invention have been shown and described, it is intended that the present embodiments be illustrative only and not limiting to the invention, and that the particular features, structures, materials, or characteristics described may be combined in any suitable manner in one or more embodiments or examples, and that modifications, substitutions, variations, and the like, which are not inventive in light of the above teachings, may be made to the embodiments by those skilled in the art without departing from the principles and spirit of the present invention, but are to be construed as broadly as the following claims.
Claims (7)
1. The utility model provides a side forms device for making precast concrete component, includes horizontal side forms (1), assembles side forms (2), first vertical side forms (4) and the vertical side forms of second (5), its characterized in that: be provided with on horizontal side forms (1) and assemble subassembly (3), it includes pressure strip (301) to assemble subassembly (3), be connected with closing plate (306) on horizontal side forms (1), spacing groove (305) have been seted up on horizontal side forms (1), all be connected with stopper (304) on assembling side forms (2), first vertical side forms (4) and the vertical side forms of second (5).
2. The side form apparatus for fabricating a concrete precast element according to claim 1, wherein: the assembling side forms (2) are four in number, two transverse side forms (1), two first vertical side forms (4) and two second vertical side forms (5) are arranged, and a plurality of rib plates (6) are connected to the transverse side forms (1), the assembling side forms (2), the first vertical side forms (4) and the second vertical side forms (5).
3. The side form apparatus for fabricating a concrete precast element according to claim 2, wherein: the assembling side forms (2) are connected to the transverse side forms (1), the assembling side forms (2) are connected to first vertical side forms (4), and the first vertical side forms (4) are connected to second vertical side forms (5) through another transverse side form (1).
4. The side form apparatus for fabricating a concrete precast element according to claim 2, wherein: the pressing plate (301) is provided with a plurality of, and is a plurality of all seted up round hole (303) on pressing plate (301), two vertical side forms (4) and two vertical side forms of second (5), and is a plurality of all be connected with claw bolt (302) in round hole (303).
5. The side form apparatus for fabricating a concrete precast element according to claim 1, wherein: the limiting blocks (304) and the limiting grooves (305) are T-shaped, and the limiting blocks (304) are movably connected with the limiting grooves (305).
6. The side form apparatus for fabricating a concrete precast element according to claim 5, wherein: the limiting blocks (304) and the limiting grooves (305) are arranged in a plurality of numbers, and the limiting blocks (304) and the limiting grooves (305) are arranged on the transverse side forms (1), the assembling side forms (2), the first vertical side forms (4) and the second vertical side forms (5) respectively.
7. The side form apparatus for fabricating a concrete precast element according to claim 1, wherein: the sealing plate (306) is provided with a plurality of, and is a plurality of the sealing plate (306) is connected respectively in horizontal side forms (1), assembles on side forms (2), first vertical side forms (4) and the vertical side forms of second (5), and is a plurality of the sealing plate (306) all adopts resistant oily vulcanite foam rubber material preparation to form.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN202221569604.4U CN217670008U (en) | 2022-06-22 | 2022-06-22 | Side formwork device for manufacturing concrete prefabricated part |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202221569604.4U CN217670008U (en) | 2022-06-22 | 2022-06-22 | Side formwork device for manufacturing concrete prefabricated part |
Publications (1)
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CN217670008U true CN217670008U (en) | 2022-10-28 |
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CN202221569604.4U Expired - Fee Related CN217670008U (en) | 2022-06-22 | 2022-06-22 | Side formwork device for manufacturing concrete prefabricated part |
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CN (1) | CN217670008U (en) |
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2022
- 2022-06-22 CN CN202221569604.4U patent/CN217670008U/en not_active Expired - Fee Related
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GR01 | Patent grant | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20221028 |