CN218623267U - Template for concrete pouring - Google Patents
Template for concrete pouring Download PDFInfo
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- CN218623267U CN218623267U CN202223091960.2U CN202223091960U CN218623267U CN 218623267 U CN218623267 U CN 218623267U CN 202223091960 U CN202223091960 U CN 202223091960U CN 218623267 U CN218623267 U CN 218623267U
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- horizontal
- panel
- fixedly connected
- rib plate
- reinforcing rib
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- 230000003014 reinforcing effect Effects 0.000 claims abstract description 43
- 238000003780 insertion Methods 0.000 claims description 20
- 230000037431 insertion Effects 0.000 claims description 20
- 238000009415 formwork Methods 0.000 claims description 5
- 238000005266 casting Methods 0.000 claims description 3
- 238000003860 storage Methods 0.000 abstract description 11
- 238000000034 method Methods 0.000 abstract description 5
- 238000010276 construction Methods 0.000 abstract description 2
- 101100334009 Caenorhabditis elegans rib-2 gene Proteins 0.000 description 5
- 230000006978 adaptation Effects 0.000 description 2
- 230000002337 anti-port Effects 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 238000000926 separation method Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
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Abstract
The application discloses template for concrete placement relates to the concrete construction field, improves the comparatively inconvenient problem of present template for concrete placement transportation storage. The novel horizontal rib plate is characterized by comprising a panel, a horizontal rib plate is arranged at the top of one side of the panel, a horizontal reinforcing rib plate is arranged below the horizontal rib plate, and through the arrangement of a first inserting block, a first slot and a supporting strip, after the whole template is used up, an internal thread pipe can be rotated reversely, so that the internal movement of the screw rod towards the internal thread pipe is driven, the upper screw rod can be separated from the supporting strip, then the first inserting block corresponding to the horizontal reinforcing rib plate and the horizontal rib plate is extracted from the inside of the first slot, the horizontal rib plate and the horizontal rib plate are detached and separated, the occupied space of the whole template in the subsequent transportation or storage process can be effectively reduced, and the transportation and storage of the whole template are more convenient.
Description
Technical Field
The application relates to the field of concrete construction, in particular to a template for concrete pouring.
Background
With the improvement of production efficiency, the concrete prefabricated member is used more and more in the building industry. At present, various fixing modes are mainly adopted to fix the template into a required shape, and after concrete is solidified, the fixed object is dismantled.
The current formwork for concrete pouring, as described in patent publication No. CN205999731U, comprises vertically arranged panels connected to the base plane of the engineering foundation by connecting means arranged on the side facing away from the concrete pouring.
In view of the above related art, the inventor thinks that the horizontal rib plates and the horizontal reinforcing rib plates are directly installed on one side of the panel, which results in a large space occupied by the transportation and storage of the panel in the following process, and further causes inconvenience in transportation and storage.
SUMMERY OF THE UTILITY MODEL
In order to improve the comparatively inconvenient problem of present template transportation storage for concrete placement, this application provides a template for concrete placement.
The application provides a template for concrete placement adopts following technical scheme:
the formwork for concrete pouring comprises a panel, wherein a horizontal rib plate is arranged at the top of one side of the panel, a horizontal reinforcing rib plate is arranged below the horizontal rib plate, first inserting grooves are uniformly formed in one side, close to the horizontal rib plate and the horizontal reinforcing rib plate, of the panel, first inserting blocks matched with the first inserting grooves are uniformly and fixedly connected to one side, close to the panel, of the horizontal rib plate and one side, close to the horizontal reinforcing rib plate, of the horizontal rib plate, the first inserting blocks are inserted into the first inserting grooves, abutting strips are uniformly and fixedly connected to the bottoms of the horizontal rib plate and the horizontal reinforcing rib plate, ground anchors are symmetrically arranged on one side, far away from the panel, of the horizontal reinforcing rib plate, two groups of ground anchors are fixedly connected to the two groups of ground anchors, two groups of second connecting rings are respectively arranged between the upper side second connecting rings and the horizontal rib plate and between the lower side second connecting rings and the horizontal reinforcing rib plate, screw rods are symmetrically connected to the insides of the groups of internal screw rods, one ends, far away from the internal screw rods, of the lower groups of internal screw rods are respectively and fixedly connected to the first connecting rings, and are respectively abutted to the second connecting rings, and the upper side groups of internal screw rods are respectively.
Through adopting above-mentioned technical scheme, after whole template uses up, can the internal thread pipe of antiport, thereby drive the inside motion of the inside thread pipe of screw rod, thereby make the upside screw rod can break away from and support the butt of strip, then extract the first grafting piece that corresponds on horizontal reinforcing floor and the horizontal floor from the inside of first slot, the realization is to the horizontal floor, the dismantlement separation of horizontal reinforcing floor and panel, thereby can effectively reduce the space that whole template occupies at follow-up transportation or storage process, and then whole template is more convenient at the transportation storage during.
Optionally, the bottom of each of the horizontal reinforcing rib plate and the horizontal rib plate is fixedly connected with an extension plate, two sets of extension plates are uniformly and fixedly connected with second insertion blocks on a side wall close to the panel, second insertion grooves matched with the second insertion blocks are uniformly formed in a side wall close to the extension plates, and the second insertion blocks are inserted into the second insertion grooves.
Through adopting above-mentioned technical scheme, the setting of second inserted block is used for realizing being connected of extension board and panel after the inside of grafting with the second slot to improve the stability of being connected of horizontal floor or horizontal reinforcing floor and panel.
Optionally, L-shaped limiting blocks are uniformly arranged at the tops of the horizontal rib plates and the horizontal reinforcing rib plates, a third inserting block is fixedly connected to one side wall of each group of the L-shaped limiting blocks, which is close to the panel, third inserting grooves matched with the third inserting blocks are uniformly formed in one side wall of the panel, which is close to the L-shaped limiting blocks, and the third inserting blocks are inserted into the third inserting grooves.
Through adopting above-mentioned technical scheme, the setting of third inserted block is used for realizing being connected of L shape stopper and panel after inserting the inside of third slot for L shape stopper can carry on spacingly to the top of horizontal floor or horizontal reinforcement floor.
Optionally, the top of each group of the L-shaped limiting blocks is fixedly connected with a right-angle block.
Through adopting above-mentioned technical scheme, the setting of right angle piece is used for improving the intensity of L shape stopper, reduces the probability that L shape stopper takes place to deform.
Optionally, a U-shaped insertion rod is inserted into each group of the L-shaped limiting blocks, the U-shaped insertion rod penetrates through the L-shaped limiting blocks, the top of each horizontal rib plate and the top of each horizontal reinforcing rib plate are uniformly provided with a limiting slot matched with each group of the U-shaped insertion rods, and the U-shaped insertion rods are inserted into the limiting slots.
Through adopting above-mentioned technical scheme, the setting of U-shaped inserted bar is used for running through the L shape stopper and realizes being connected of horizontal floor and L shape stopper behind inserting the inside of spacing slot to with the probability that the third inserted block breaks away from the inside of third slot.
Optionally, the middle position of the outer side of each group of the internal threaded pipes is fixedly connected with a hexagonal nut.
By adopting the technical scheme, the arrangement of the hexagonal nut is convenient for the inner threaded pipe to be rotationally adjusted by utilizing the wrench,
to sum up, the beneficial effects of this application are as follows:
this application is through first grafting piece, first slot and the setting of strip of supporting, make after whole template uses up, can the internal thread pipe of antiport, thereby drive the inside motion of the inside thread pipe of screw rod, thereby make the upside screw rod can break away from and support the butt of strip, then extract the inside of first slot from the first grafting piece that corresponds on horizontal reinforcing floor and the horizontal floor, the realization is to the horizontal floor, the dismantlement separation of horizontal reinforcing floor and panel, thereby can effectively reduce the space that whole template occupies at follow-up transportation or storage process, and then time whole template is more convenient at the transportation storage.
Drawings
FIG. 1 is a schematic overall structure of the present application;
FIG. 2 is a side view of the panel structure of the present application;
FIG. 3 is a top view of a horizontal rib structure of the present application.
Description of reference numerals: 1. a panel; 2. a horizontal rib plate; 3. a horizontal reinforcing rib plate; 4. a first plug-in block; 5. a first slot; 6. an internally threaded tube; 7. a screw; 8. supporting the strips; 9. a first connecting ring; 10. a second connection ring; 11. a ground anchor; 12. a hexagonal nut; 13. an extension plate; 14. a second insert block; 15. a second slot; 16. an L-shaped limiting block; 17. a third insert block; 18. a third slot; 19. a right-angle block; 20. a U-shaped insertion rod; 21. and limiting the slot.
Detailed Description
The present application is described in further detail below with reference to figures 1-3.
Referring to fig. 1 to 3, a formwork for concrete casting includes a panel 1, and the panel 1 is provided to block concrete. One side top of panel 1 is equipped with horizontal floor 2, the below of horizontal floor 2 is equipped with horizontal reinforcing floor 3, first slot 5 has evenly been seted up to one side that panel 1 is close to horizontal floor 2 and horizontal reinforcing floor 3, horizontal floor 2 and horizontal reinforcing floor 3 are close to the even fixedly connected with of a lateral wall of panel 1 and the first piece 4 of pegging graft of first slot 5 looks adaptation, first piece 4 of pegging graft is pegged graft in the inside of first slot 5, the setting of first piece 4 of pegging graft is used for realizing that horizontal reinforcing floor 3 or horizontal floor 2 are fixed with being connected of panel 1 after the inside of inserting first slot 5, also be convenient for simultaneously remove horizontal floor 2 and horizontal reinforcing floor 3 from panel 1 in the in-process of transportation removal, thereby be convenient for follow-up transportation or the storage to whole template.
Referring to fig. 1-2, the bottom of each of the horizontal rib 3 and the horizontal rib 2 is fixedly connected with an extension plate 13, and the extension plates 13 are arranged to increase the contact area between the horizontal rib 2 or the horizontal rib 3 and the panel 1. Two sets of extension boards 13 are close to the even fixedly connected with second inserted block 14 of a lateral wall of panel 1, panel 1 is close to a lateral wall of extension board 13 and evenly sets up the second slot 15 with 14 looks adaptations of second inserted block, second inserted block 14 is pegged graft in the inside of second slot 15, the setting of second inserted block 14 is used for realizing being connected of extension board 13 and panel 1 after the inside of grafting with second slot 15, thereby improve horizontal floor 2 or horizontal reinforcing floor 3 and panel 1's stability of being connected.
Please refer to fig. 1-2, the top of the horizontal rib 2 and the horizontal reinforcing rib 3 is fixedly connected with L-shaped stoppers 16, each group of L-shaped stoppers 16 is close to a side wall of the panel 1 and is fixedly connected with a third insert block 17, a side wall of the panel 1 close to the L-shaped stoppers 16 is provided with a third slot 18 matched with the third insert block 17, the third insert block 17 is inserted into the third slot 18, the third insert block 17 is arranged to realize the connection of the L-shaped stoppers 16 and the panel 1 after being inserted into the third slot 18, so that the L-shaped stoppers 16 can limit the top of the horizontal rib 2 or the horizontal reinforcing rib 3.
Referring to fig. 1-3, the top of each group of L-shaped stoppers 16 is fixedly connected with a right-angle block 19, and the right-angle block 19 is arranged to improve the strength of the L-shaped stoppers 16 and reduce the probability of deformation of the L-shaped stoppers 16. U-shaped inserting rods 20 are inserted into the L-shaped limiting blocks 16, the U-shaped inserting rods 20 penetrate through the L-shaped limiting blocks 16, limiting slots 21 matched with the U-shaped inserting rods 20 are evenly formed in the tops of the horizontal rib plates 2 and the horizontal reinforcing rib plates 3, the U-shaped inserting rods 20 are inserted into the limiting slots 21, the U-shaped inserting rods 20 are used for connecting the horizontal rib plates 2 with the L-shaped limiting blocks 16 after penetrating through the L-shaped limiting blocks 16 and inserted into the limiting slots 21, and therefore the third inserting blocks 17 are separated from the inside of the third slots 18.
Referring to fig. 1, the bottoms of the horizontal rib 2 and the horizontal reinforcing rib 3 are uniformly and fixedly connected with supporting strips 8, ground anchors 11 are symmetrically arranged on one side of the horizontal reinforcing rib 3 away from the panel 1, and the ground anchors 11 are used for being inserted into a project foundation when in use. Two sets of ground anchors 11 are fixedly connected with two sets of second connecting rings 10, and all be equipped with internal thread pipe 6 between upside second connecting ring 10 and the horizontal rib plate 2 and between downside second connecting ring 10 and the horizontal reinforcement rib plate 3, the inside both sides screw thread opposite direction of concrete internal thread pipe 6, the equal symmetrical threaded connection in inside of each group internal thread pipe 6 has screw rod 7, and the setting of internal thread pipe 6 is used for driving screw rod 7 of both sides relative or back-to-back motion when rotating.
Please refer to fig. 1, the outer middle position of each group of the internal threaded pipes 6 is fixedly connected with a hexagon nut 12, the arrangement of the hexagon nut 12 is convenient for the internal threaded pipes 6 to be rotated and adjusted by a wrench, the lower end of each group of the screw rods 7 is far away from the first connecting ring 9 of the end of the internal threaded pipe 6, each group of the first connecting ring 9 is respectively abutted against each group of the second connecting ring 10, the upper end of each group of the screw rods 7 is respectively abutted against the abutting strip 8, the screw rods 7 are arranged to rotate to abut against the abutting strip 8, the horizontal rib plates 2 or the horizontal reinforcing rib plates 3 are supported and limited, and further the support limitation of the panel 1 is realized, so as to reduce the probability that the panel 1 is toppled over.
The implementation principle of the application is as follows:
when in use, the two groups of ground anchors 11 are vertically inserted into an engineering foundation, the panel 1 is vertically placed on the engineering foundation, the horizontal rib plate 2 and the horizontal reinforcing rib plate 3 are taken out, the corresponding first insertion blocks 4 on the horizontal rib plate 2 and the horizontal reinforcing rib plate 3 are inserted into the corresponding first slots 5 on the panel 1, the corresponding second insertion blocks 14 on the extension plate 13 are inserted into the corresponding second slots 15 on the panel 1, the L-shaped limit blocks 16 are taken out, the corresponding third insertion blocks 17 on the L-shaped limit blocks 16 are inserted into the corresponding third slots 18 on the panel 1, the U-shaped insertion rods 20 are taken out, the U-shaped insertion rods 20 penetrate through the L-shaped limit blocks 16, and inside the spacing slot 21 that corresponds on inserting horizontal floor 2 or the horizontal reinforcing floor 3, thereby realize the spacing to L shape stopper 16, the screw rod 7 that corresponds on the two sets of internal thread pipes of upside 6 and the strip 8 butt that supports of 2 bottoms of horizontal floor, then with the screw rod 7 that corresponds on the two sets of internal thread pipes of downside 6 and the strip 8 butt that supports of 3 bottoms of horizontal reinforcing floor, then rotate each set of internal thread pipe 6, make internal thread pipe 6 drive two screw rod 7 back-to-back motion when rotating, until each set of screw rod 7 of upside and support the strip 8 tightly, thereby realize spacing to horizontal floor 2 and horizontal reinforcing floor 3, and then realize that the support of counter panel 1 is fixed.
The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: equivalent changes in structure, shape and principle of the present application shall be covered by the protection scope of the present application.
Claims (6)
1. The utility model provides a template for concrete placement, includes panel (1), one side top of panel (1) is equipped with horizontal floor (2), the below of horizontal floor (2) is equipped with horizontal reinforcing rib board (3), its characterized in that: first inserting grooves (5) are uniformly formed in one side, close to the horizontal rib (2) and the horizontal reinforcing rib (3), of the panel (1), first inserting blocks (4) matched with the first inserting grooves (5) are uniformly and fixedly connected to one side wall, close to the panel (1), of the horizontal rib (2) and the horizontal reinforcing rib (3), the first inserting blocks (4) are inserted into the first inserting grooves (5), abutting strips (8) are uniformly and fixedly connected to the bottoms of the horizontal rib (2) and the horizontal reinforcing rib (3), ground anchors (11) are symmetrically arranged on one side, far away from the panel (1), of the horizontal rib (3), two groups of second connecting rings (10) are fixedly connected to the two groups of ground anchors (11), internal threaded pipes (6) are arranged between the upper side second connecting rings (10) and the horizontal rib (2) and between the lower side second connecting rings (10) and the horizontal reinforcing rib (3), threaded screws (7) are symmetrically connected to the insides of the groups of internal threaded pipes (6), and screws (9) are fixedly connected to one end of each group of each connecting ring (9), the screw rods (7) of each group on the upper side are abutted to the abutting strips (8).
2. The formwork for concrete pouring according to claim 1, wherein: the bottom of each horizontal reinforcing rib plate (3) and the bottom of each horizontal rib plate (2) are fixedly connected with extension plates (13), two groups of extension plates (13) are uniformly and fixedly connected with second insertion blocks (14) close to one side wall of the panel (1), one side wall of the panel (1) close to the extension plates (13) is uniformly provided with second insertion grooves (15) matched with the second insertion blocks (14), and the second insertion blocks (14) are inserted into the second insertion grooves (15).
3. The formwork for concrete pouring according to claim 1, wherein: the top of the horizontal rib plate (2) and the top of the horizontal reinforcing rib plate (3) are uniformly provided with L-shaped limiting blocks (16), one side wall of each group of L-shaped limiting blocks (16) close to the panel (1) is fixedly connected with a third inserting block (17), one side wall of the panel (1) close to the L-shaped limiting blocks (16) is uniformly provided with a third inserting groove (18) matched with the third inserting block (17), and the third inserting block (17) is inserted into the third inserting groove (18).
4. A form for concrete pouring according to claim 3, wherein: the top of each group of the L-shaped limiting blocks (16) is fixedly connected with a right-angle block (19).
5. The form for concrete casting according to claim 4, wherein: u-shaped inserting rods (20) are inserted into the L-shaped limiting blocks (16), the U-shaped inserting rods (20) penetrate through the L-shaped limiting blocks (16), limiting slots (21) matched with the U-shaped inserting rods (20) of each group are evenly formed in the tops of the horizontal rib plates (2) and the horizontal reinforcing rib plates (3), and the U-shaped inserting rods (20) are inserted into the limiting slots (21).
6. A form for concrete casting according to claim 1, wherein: the middle position of the outer side of each group of the internal thread pipes (6) is fixedly connected with a hexagonal nut (12).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202223091960.2U CN218623267U (en) | 2022-11-17 | 2022-11-17 | Template for concrete pouring |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202223091960.2U CN218623267U (en) | 2022-11-17 | 2022-11-17 | Template for concrete pouring |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218623267U true CN218623267U (en) | 2023-03-14 |
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ID=85447973
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202223091960.2U Active CN218623267U (en) | 2022-11-17 | 2022-11-17 | Template for concrete pouring |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN218623267U (en) |
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2022
- 2022-11-17 CN CN202223091960.2U patent/CN218623267U/en active Active
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| Date | Code | Title | Description |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of utility model: A template for concrete pouring Effective date of registration: 20231225 Granted publication date: 20230314 Pledgee: Anhui Lida finance guarantee Limited by Share Ltd. Pledgor: Anhui Jinyu Construction Group Co.,Ltd. Registration number: Y2023980074200 |