CN209868941U - Novel precast concrete superimposed sheet mould - Google Patents
Novel precast concrete superimposed sheet mould Download PDFInfo
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- CN209868941U CN209868941U CN201920412082.9U CN201920412082U CN209868941U CN 209868941 U CN209868941 U CN 209868941U CN 201920412082 U CN201920412082 U CN 201920412082U CN 209868941 U CN209868941 U CN 209868941U
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Abstract
The utility model discloses a novel precast concrete superimposed sheet mould in the technical field of concrete superimposed sheet moulds, which comprises a base, wherein the four corners of the top side wall of the base are provided with vertical pipes, the inner cavity of each vertical pipe is movably inserted with a support, the top side wall of each support is provided with a support, the tops of the adjacent surfaces of the left and right vertical pipes are provided with a fixing ring, the bottom side wall of each fixing ring is jointed with a bottom plate, the top of the inner cavity of each fixing ring is movably provided with a top plate, the top side wall of each top plate is fixedly connected with the bottom side wall of a connecting column, the device pushes the bottom plate to move downwards through the supports, the connecting column begins to recover and shorten, then the connecting column pushes the top plate to move downwards, the superimposed sheet is pushed downwards to be separated from the fixing ring and then falls on the bottom plate, the bottom plate presses a buffer spring to play a role in damping and buffering, the superimposed sheet, further facilitating the taking down of the laminated slab.
Description
Technical Field
The utility model relates to a concrete coincide board mould technical field specifically is a novel precast concrete coincide board mould.
Background
Demoulding after the concrete superimposed sheet shaping of pouring in current concrete superimposed sheet mould adopts from upwards promoting the bottom plate to make the superimposed sheet rise down mostly, then takes off the superimposed sheet after the shaping, nevertheless makes the superimposed sheet after the shaping higher like this, drops easily when taking off to cause the damage, influence the quality of superimposed sheet, for this reason, we propose a novel precast concrete superimposed sheet mould.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a novel precast concrete coincide board mould to solve the problem that proposes in the above-mentioned background art.
In order to achieve the above object, the utility model provides a following technical scheme: a novel precast concrete composite slab die comprises a base, wherein stand pipes are arranged at four corners of a top side wall of the base, a strut is movably inserted in an inner cavity of each stand pipe, a support is arranged on a top side wall of each strut, connecting columns are uniformly arranged on a bottom side wall of each support, fixing rings are arranged at the tops of adjacent surfaces of the left and right side stand pipes, a bottom plate is arranged on the bottom side wall of each fixing ring in a laminating manner, connecting blocks are arranged on the left and right sides of each bottom plate, sliding chutes matched with the connecting blocks are formed in the adjacent surfaces of the left and right side stand pipes, one end, away from the bottom plate, of each connecting block is fixedly connected with the outer side wall of each strut, a top plate is movably arranged at the top of the inner cavity of each fixing ring, limiting plates are arranged on the left and right sides of the top side wall of each fixing, the left side wall of the left side stand pipe is provided with a fixing device matched with the support column.
Preferably, fixing device includes the casing, and the right-hand member of casing runs through the left side wall of riser, and the left side wall of casing runs through to be pegged graft and has been had the pull rod, and the fixture block has been cup jointed in the right-hand member activity of pull rod, and the bottom of pillar left side wall is seted up with fixture block assorted draw-in groove, is provided with the spring between the left side of fixture block and the left side inner wall of casing, and the centre of pull rod top lateral wall is provided with the guide block, and the top of casing left side wall is seted up with.
Preferably, the spliced pole includes the sleeve pipe, and the sheathed tube bottom is provided with the baffle with the top side wall fixed connection of roof in the middle activity of sleeve pipe inner chamber, and sheathed tube top activity is pegged graft and is had the inserted bar, the bottom and the baffle fixed connection of inserted bar, and fixedly connected with reset spring between the top side wall of baffle and the sheathed tube top inner wall.
Preferably, the annular groove has been seted up to the top inner wall of riser, and the inner chamber of annular groove is provided with the sealing ring, and the inside wall of sealing ring is laminated with the lateral wall of pillar.
Preferably, the left side wall of the pull rod is provided with a pull ring, the top of the left side wall of the shell is provided with a stop block, the stop block is positioned at the rear side of the guide groove, and the guide block is a triangular guide block.
Preferably, the bottom side wall of the inner cavity of the sliding groove is provided with a sponge block, the top side wall of the sponge block is fixedly connected with the bottom side wall of the connecting block, the front side wall and the rear side wall of the sliding groove are attached to the inner walls of the front side wall and the rear side wall of the sliding groove, the bottom of the inner cavity of the vertical pipe is provided with a buffer spring, and the shortest compression length of the buffer spring is greater than the shortest compression length of the.
Compared with the prior art, the beneficial effects of the utility model are that: the device promotes the bottom plate through the support and moves down, and the spliced pole begins to recover and shortens, then the spliced pole promotes the roof and moves down, promote the superimposed sheet downwards and make it break away from solid fixed ring, then fall on the bottom plate, buffer spring is pressed to the bottom plate, play the effect of shock attenuation buffering, avoid the unexpected damage of superimposed sheet, guaranteed the quality, made things convenient for takakig away of superimposed sheet, and the spliced pole that shortens has enlarged the interval between roof and the bottom plate, further made things convenient for taking off of superimposed sheet.
Drawings
FIG. 1 is a schematic structural view of the present invention;
fig. 2 is a schematic structural view of the fixing device of the present invention.
In the figure: 1. a base; 2. a riser; 3. a pillar; 4. a support; 5. connecting columns; 51. a sleeve; 52. a baffle plate; 53. a return spring; 54. inserting a rod; 6. a fixing device; 61. a housing; 62. a pull rod; 63. a clamping block; 64. a card slot; 65. a spring; 66. a guide block; 67. a guide groove; 68. a stopper; 69. a pull ring; 7. a fixing ring; 8. a base plate; 9. connecting blocks; 10. a chute; 11. a top plate; 12. a buffer spring; 13. and (4) a sealing ring.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Referring to fig. 1-2, the present invention provides a technical solution: a novel precast concrete composite slab mold comprises a base 1, wherein four corners of a top side wall of the base 1 are respectively provided with a vertical pipe 2, an inner cavity of the vertical pipe 2 is movably inserted with a supporting column 3, the supporting column 3 is matched with the vertical pipe 2 to play a guiding role, a top side wall of the supporting column 3 is provided with a support 4, a bottom side wall of the support 4 is uniformly provided with a connecting column 5, the tops of adjacent surfaces of the vertical pipes 2 on the left side and the right side are provided with fixing rings 7, the bottom side wall of each fixing ring 7 is attached with a bottom plate 8, the attaching part of the bottom side wall of each fixing ring 7 and the bottom plate 8 is provided with a sealing gasket, the left side and the right side of each bottom plate 8 are respectively provided with a connecting block 9, the adjacent surfaces of the vertical pipes 2 on the left side and the right side are respectively provided with a sliding groove 10 matched with the connecting block 9, the connecting, the left and right sides of solid fixed ring 7 top lateral wall all is provided with the limiting plate, the top lateral wall of roof 11 and the laminating of the end lateral wall of limiting plate, when both are laminated, spliced pole 5 is in tensile state, and the top lateral wall of roof 11 and the end lateral wall fixed connection of spliced pole 5, the feed inlet has been seted up to the centre of roof 11 top lateral wall, water the concrete thick liquid in to solid fixed ring 7 through the feed inlet, the left side wall of left side riser 2 be provided with 3 assorted fixing device 6 of pillar, through lifting support 4, thereby it shifts up together to drive roof 11 and bottom plate 8, easy operation is convenient.
Wherein, the fixing device 6 comprises a shell 61, the right end of the shell 61 penetrates through the left side wall of the stand pipe 2, the left side wall of the shell 61 is inserted with a pull rod 62, the right end of the pull rod 62 is movably sleeved with a clamping block 63 to enable the pull rod 62 to rotate, the right end of the pull rod 62 is in a T shape, the accidental separation of the pull rod 62 and the clamping block 63 can be avoided, the bottom of the left side wall of the pillar 3 is provided with a clamping groove 64 matched with the clamping block 63, the bottom plate 8 is fixed through the matching of the clamping groove 64 and the clamping block 63, the joint of the top side wall of the bottom plate 8 and the bottom side wall of the fixing ring 7 is ensured, a spring 65 is arranged between the left side of the clamping block 63 and the left side wall of the shell 61, the clamping block 63 is pushed to the right side by the expansion of the spring 65, the accidental separation of the clamping block 63 and the clamping groove 64 is, when the pull rod 62 is pulled to the left side, the guide block 66 is separated from the guide groove 67, the clamping block 63 is separated from the clamping groove 64, the pull rod 62 drives the guide block 66 to rotate, the guide block 66 is blocked by the left side wall of the shell 61, the accidental right side of the pull rod 62 is avoided, and therefore the separation of the clamping block 63 and the clamping groove 64 is guaranteed;
the connecting column 5 comprises a sleeve 51, the bottom end of the sleeve 51 is fixedly connected with the top side wall of the top plate 11, a baffle plate 52 is movably arranged in the middle of an inner cavity of the sleeve 51, an inserting rod 54 is movably inserted into the top of the sleeve 51, the bottom end of the inserting rod 54 is fixedly connected with the baffle plate 52, a return spring 53 is fixedly connected between the top side wall of the baffle plate 52 and the inner wall of the top of the sleeve 51, when the top plate 11 is attached to a limiting plate, the return spring 53 is in a compression state, the connecting column 5 is in a stretching state, when the support 4 moves downwards, the support 3 pushes the bottom plate 8 to move downwards, the connecting column 5 starts to recover and shorten, then the connecting column 5 pushes the top plate 11 to move downwards, the top plate 11 pushes the laminated plate in the fixing ring 7 to move downwards to be separated from the fixing ring 7, the shortened;
an annular groove is formed in the inner wall of the top of the vertical pipe 2, a sealing ring 13 is arranged in the inner cavity of the annular groove, and the inner side wall of the sealing ring 13 is attached to the outer side wall of the pillar 3, so that a good sealing effect is achieved;
a pull ring 69 is arranged on the left side wall of the pull rod 62, a stop block 68 is arranged at the top of the left side wall of the shell 61, the stop block 68 is positioned at the rear side of the guide groove 67, the pull rod 62 is prevented from excessively rotating due to the stop block 68, the guide block 66 is convenient to butt joint with the guide groove 67, and the guide block 66 is a triangular guide block and is convenient to insert the guide block 66 into the inner cavity of the guide groove 67;
the end lateral wall of 10 inner chambers of spout is provided with the sponge piece, the top lateral wall of sponge piece and the end lateral wall fixed connection of connecting block 9, both sides and the laminating of the front and back both sides inner wall of spout 10 around the sponge piece, the sponge piece plays the effect of blockking up spout 10, avoid the unexpected inner chamber that gets into riser 2 of impurity, the bottom of 2 inner chambers of riser is provided with buffer spring 12, buffer spring 12 breaks away from solid fixed ring 7 completely at the superimposed sheet, play the effect of shock attenuation buffering when falling on bottom plate 8, and buffer spring 12's the shortest compression length is greater than the shortest compression length of sponge piece.
The working principle is as follows: after the concrete laminated slab is manufactured, the pull rod 62 is pulled towards the left side, the fixture block 63 is separated from the clamping groove 64, meanwhile, the guide block 66 is separated from the guide groove 67, the guide block 66 is driven to rotate through the pull rod 62, the guide block 66 is blocked through the left side wall of the shell 61, the accidental right side of the pull rod 62 is avoided, the fixture block 63 is separated from the clamping groove 64, the support 4 is pushed downwards to move downwards, the bottom plate 8 is pushed to move downwards through the support column 3 to be separated from the fixing ring 7, the connecting column 5 starts to recover and shorten, then the connecting column 5 pushes the top plate 11 to move downwards, the top plate 11 pushes the laminated slab in the fixing ring 7 to move downwards to be separated from the fixing ring 7 and then fall onto the bottom plate 8, the bottom plate 8 presses the buffer spring 12, the damping and buffering effects are achieved, the distance between the top plate 11 and the bottom plate 8 is.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (6)
1. The utility model provides a novel precast concrete superimposed sheet mould, includes the base, its characterized in that: the four corners of the top side wall of the base are provided with vertical pipes, the inner cavity of each vertical pipe is movably inserted with a pillar, the top side wall of each pillar is provided with a support, connecting columns are uniformly arranged on the bottom side wall of the bracket, fixing rings are arranged on the tops of the adjacent surfaces of the left and right vertical pipes, the bottom side wall of the fixing ring is provided with a bottom plate in an attaching way, the left side and the right side of the bottom plate are both provided with connecting blocks, the adjacent surfaces of the left and right vertical pipes are provided with chutes matched with the connecting blocks, one end of the connecting block far away from the bottom plate is fixedly connected with the outer side wall of the pillar, the top of the inner cavity of the fixing ring is movably provided with a top plate, the left and right sides of the top side wall of the fixing ring are provided with limiting plates, the top side wall of the top plate is attached to the bottom side wall of the limiting plate, and the top side wall of the top plate is fixedly connected with the bottom side wall of the connecting column, a feed inlet is formed in the middle of the top side wall of the top plate, and a fixing device matched with the supporting column is arranged on the left side wall of the left vertical pipe.
2. The novel precast concrete laminated plate mold according to claim 1, wherein: the fixing device comprises a shell, the right end of the shell penetrates through the left side wall of the vertical pipe, a pull rod is inserted into the left side wall of the shell in a penetrating mode, a clamping block is movably sleeved at the right end of the pull rod, a clamping groove matched with the clamping block is formed in the bottom of the left side wall of the strut, a spring is arranged between the left side of the clamping block and the left side inner wall of the shell, a guide block is arranged in the middle of the top side wall of the pull rod, and a guide groove matched with the guide block is formed in the.
3. The novel precast concrete laminated plate mold according to claim 1, wherein: the spliced pole includes the sleeve pipe, and the sheathed tube bottom is provided with the baffle with the top side wall fixed connection of roof, the activity of the centre of sleeve pipe inner chamber, and sheathed tube top activity is pegged graft there is the inserted bar, the bottom and the baffle fixed connection of inserted bar, and fixedly connected with reset spring between the top side wall of baffle and the sheathed tube top inner wall.
4. The novel precast concrete laminated plate mold according to claim 1, wherein: the ring channel has been seted up to the top inner wall of riser, and the inner chamber of ring channel is provided with the sealing ring, and the inside wall of sealing ring is laminated with the lateral wall of pillar.
5. The novel precast concrete laminated plate mold according to claim 2, wherein: the left side wall of pull rod is provided with the pull ring, and the top of casing left side wall is provided with the dog, and the rear side that is located the guide way of dog, and the guide block is triangle-shaped guide block.
6. The novel precast concrete laminated plate mold according to claim 1, wherein: the bottom side wall of the inner cavity of the sliding groove is provided with a sponge block, the top side wall of the sponge block is fixedly connected with the bottom side wall of the connecting block, the front side wall and the rear side wall of the sliding groove are attached to the inner walls of the front side wall and the rear side wall of the sliding groove, the bottom of the inner cavity of the vertical pipe is provided with a buffer spring, and the shortest compression length of the buffer spring is greater than the shortest compression length of.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920412082.9U CN209868941U (en) | 2019-03-29 | 2019-03-29 | Novel precast concrete superimposed sheet mould |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920412082.9U CN209868941U (en) | 2019-03-29 | 2019-03-29 | Novel precast concrete superimposed sheet mould |
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| Publication Number | Publication Date |
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| CN209868941U true CN209868941U (en) | 2019-12-31 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201920412082.9U Active CN209868941U (en) | 2019-03-29 | 2019-03-29 | Novel precast concrete superimposed sheet mould |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112792961A (en) * | 2021-02-02 | 2021-05-14 | 李士环 | Concrete prefabricated member |
| CN114232788A (en) * | 2021-12-22 | 2022-03-25 | 江西省萍乡市联友建材有限公司 | Ultra-long structure concrete seamless construction structure and construction method |
-
2019
- 2019-03-29 CN CN201920412082.9U patent/CN209868941U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112792961A (en) * | 2021-02-02 | 2021-05-14 | 李士环 | Concrete prefabricated member |
| CN112792961B (en) * | 2021-02-02 | 2022-09-09 | 宁夏华洋砼业有限公司 | Concrete prefabricated member |
| CN114232788A (en) * | 2021-12-22 | 2022-03-25 | 江西省萍乡市联友建材有限公司 | Ultra-long structure concrete seamless construction structure and construction method |
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