CN212249226U - A template structure for cast-in-place concrete wall - Google Patents
A template structure for cast-in-place concrete wall Download PDFInfo
- Publication number
- CN212249226U CN212249226U CN201922314627.5U CN201922314627U CN212249226U CN 212249226 U CN212249226 U CN 212249226U CN 201922314627 U CN201922314627 U CN 201922314627U CN 212249226 U CN212249226 U CN 212249226U
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- telescopic rod
- threaded
- screw thread
- telescopic link
- spacing
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- 230000000694 effects Effects 0.000 claims abstract 3
- 238000009415 formwork Methods 0.000 claims description 6
- 238000003466 welding Methods 0.000 abstract 1
- 238000010276 construction Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
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Abstract
The utility model discloses a template structure for cast-in-place concrete wall, including wall form and support frame, the wall form is formed by a plurality of single mode concatenations, single mode outside surface from left to right vertical even fixed welding has the multiunit floor, the support frame includes that base, first screw thread telescopic link and second screw thread telescopic link constitute, and first screw thread telescopic link and second screw thread telescopic link upper end all activity hinge have spacing seat, and spacing seat will be adjacent through spacing notch the floor block of single mode, the curb plate that is provided with a body structure is all fixed to spacing seat both sides. The first threaded telescopic rod and the second threaded telescopic rod are respectively inclined to correspond to the upper end and the lower end of the single mold, the limiting seat of the first threaded telescopic rod and the second threaded telescopic rod is clamped with rib plates of the two single molds through limiting notches, then bolts are inserted into through holes of the connecting plate through screwing up the bolts, so that the limiting seat is prevented from inclining, the stability of single mold support is improved, the safety is improved, and the quality of a concrete wall is guaranteed.
Description
Technical Field
The utility model relates to a building field, more specifically say, in particular to a template structure for cast-in-place concrete wall.
Background
At present, in the field of building, when a concrete wall is poured, a wall cavity for containing concrete needs to be enclosed by a template. Need splice into whole wall form with multiterminal single mode board, at the concatenation in-process to the single mode board, prior art is that two single mode boards splice through the bolt, then adopt the bracing piece to support two single mode board upper and lower ends, the bracing piece lower extreme supports subaerial dog position, its upper end is connected with the single mode board, but present bracing piece and single mode board contact are unstable inadequately, and the mould that rises is out of shape easily, influences the quality of concrete wall, and if the mould that rises takes place, the bracing piece inclines very easily, takes place to collapse, causes danger.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a template structure for cast-in-place concrete wall.
In order to achieve the above purpose, the utility model adopts the following technical scheme: a template structure for a cast-in-place concrete wall comprises a wall template and a supporting frame, wherein the wall template is formed by splicing a plurality of single modes, a plurality of groups of ribbed plates are uniformly and fixedly welded on the outer surface of each single mode from left to right, a connecting plate is fixedly welded between the upper end and the lower end of each ribbed plate positioned at two sides of each single mode, a through hole is formed in the surface of the connecting plate, the supporting frame comprises a base, a first threaded telescopic rod and a second threaded telescopic rod, a clamping groove opening is formed in the surface of the base, the lower ends of the first threaded telescopic rod and the second threaded telescopic rod are movably hinged in the clamping groove openings, limiting seats are movably hinged at the upper ends of the first threaded telescopic rod and the second threaded telescopic rod, limiting groove openings are formed in the inner surface of each limiting seat, the adjacent ribbed plates, the surface of the side plate is provided with a threaded hole corresponding to the through hole, the threaded hole is connected with a bolt in a matching way, and the limiting seat is inserted into the through hole through the bolt and is connected with the connecting plate.
Preferably, protruding plates of an integrated structure are fixedly arranged at two ends of the surface of the outer side of the limiting seat, and the upper ends of the first threaded telescopic rod and the second threaded telescopic rod are movably arranged between the two protruding plates through pin shafts respectively.
Preferably, the first threaded telescopic rod and the second threaded telescopic rod are both composed of a threaded sleeve and two screws, and the two screws are respectively connected to the upper portion and the lower portion of the threaded sleeve in a matched mode through external threads.
Compared with the prior art, the utility model has the advantages of:
after the single mode splicing is finished, the base is supported to the position of the stop block on the ground, the first thread telescopic rod and the second thread telescopic rod are inclined respectively to correspond to the upper end and the lower end of the single mode, the limiting seat of the first thread telescopic rod and the second thread telescopic rod is clamped with rib plates of two single modes through limiting notches, then the bolts are screwed up, the bolts are inserted into the through hole of the connecting plate, so that the limiting seat is prevented from inclining, the stability of supporting the single mode is improved, the safety is improved, and the quality of a concrete wall is guaranteed.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below, it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to these drawings without creative efforts.
Fig. 1 is a structural view of a formwork structure for a cast-in-place concrete wall of the present invention;
fig. 2 is a front view of a form construction for a cast-in-place concrete wall of the present invention;
fig. 3 is a structural view of the limiting seat of the present invention.
In the figure: 1 single mode, 2 floor, 3 bases, 4 card notches, 5 first screw thread telescopic links, 6 second screw thread telescopic links, 7 spacing seats, 8 spacing notches, 9 curb plates, 10 protruding boards, 11 connecting plates, 12 bolts, 13 through-holes.
Detailed Description
The preferred embodiments of the present invention will be described in detail below with reference to the accompanying drawings, so that the advantages and features of the present invention can be more easily understood by those skilled in the art, and the scope of the present invention can be more clearly and clearly defined.
Referring to fig. 1, 2 and 3, the utility model provides a formwork structure for a cast-in-place concrete wall, which comprises a wall formwork and a support frame, wherein the wall formwork is formed by splicing a plurality of single molds 1, a plurality of groups of rib plates 2 are vertically and uniformly welded on the outer side surface of the single molds 1 from left to right, a connecting plate 11 is fixedly welded between the upper ends and the lower ends of the two rib plates 2 positioned at the two sides of the single molds 1, a through hole 13 is arranged on the surface of the connecting plate 11, the support frame comprises a base 3, a first thread telescopic rod 5 and a second thread telescopic rod 6, a notch 4 is arranged on the surface of the base 3, the lower ends of the first thread telescopic rod 5 and the second thread telescopic rod 6 are movably hinged in the notch 4, a limit seat 7 is movably hinged on the upper ends of the first thread telescopic rod 5 and the second thread telescopic rod 6, a limit notch 8 is arranged on the inner side, the curb plate 9 that is provided with body structure is all fixed in spacing seat 7 both sides, and the curb plate 9 surface is provided with the screw hole corresponding to through-hole 13 position, and the screw hole fit in is connected with bolt 12, and spacing seat 7 is inserted in through-hole 13 and is connected with connecting plate 11 through bolt 12.
Preferably, protruding plates 10 of an integrated structure are fixedly arranged at two ends of the outer side surface of the limiting seat 7, and the upper ends of the first threaded telescopic rod 5 and the second threaded telescopic rod 6 are movably arranged between the two protruding plates 10 through pin shafts respectively.
Preferably, first screw thread telescopic link 5 and second screw thread telescopic link 6 constitute by threaded sleeve and two screw rods, and two screw rods are connected in threaded sleeve upper and lower part through the external screw thread cooperation respectively, can change the whole length of first screw thread telescopic link 5 through rotating the sleeve to convenient outrigger single mode 1.
The working principle is as follows: after the singlemode 1 splicing, support base 3 subaerial dog position, incline first screw thread telescopic link 5 and second screw thread telescopic link 6 respectively and correspond lower extreme on singlemode 1, make its spacing seat 7 through spacing notch 8 and 2 blocks of rib plate of two singlemodes 1, then through screwing up bolt 12, make bolt 12 insert in the through-hole 13 position of connecting plate 11, thereby avoid spacing seat 7 to take place the slope, thereby improved the stability to singlemode 1 supports.
Although the embodiments of the present invention have been described with reference to the accompanying drawings, various changes and modifications can be made by the owner within the scope of the appended claims, and the protection scope of the present invention should not be exceeded by the claims.
Claims (3)
1. The utility model provides a template structure for cast-in-place concrete wall, includes wall form and support frame, and the wall form is formed by a plurality of single mode concatenations, its characterized in that: a plurality of groups of rib plates are vertically and uniformly and fixedly welded on the outer side surface of the single mold from left to right, a connecting plate is fixedly welded between the upper end and the lower end of the two rib plates positioned at the two sides of the single mold, a through hole is arranged on the surface of the connecting plate, the supporting frame comprises a base, a first threaded telescopic rod and a second threaded telescopic rod, the surface of the base is provided with a clamping groove opening, first screw thread telescopic link and the equal activity of second screw thread telescopic link lower extreme articulate in the draw-in groove mouth, and first screw thread telescopic link and the equal activity of second screw thread telescopic link upper end articulate has spacing seat, and spacing notch has been seted up to spacing seat internal side surface, and spacing seat will be adjacent through spacing notch the floor block of single mode, the equal fixed curb plate that is provided with body structure in spacing seat both sides, the curb plate surface corresponds to the through-hole position and sets up threaded hole, and the screw hole fit is connected with the bolt, spacing seat is inserted in the through-hole and is connected with the connecting plate through the bolt.
2. A formwork structure for a cast-in-place concrete wall according to claim 1, wherein: the limiting seat is characterized in that two ends of the outer side surface of the limiting seat are fixedly provided with protruding plates of an integrated structure, and the upper ends of the first threaded telescopic rod and the second threaded telescopic rod are movably arranged between the two protruding plates through pin shafts respectively.
3. A formwork structure for a cast-in-place concrete wall according to claim 2, wherein: the first threaded telescopic rod and the second threaded telescopic rod are composed of a threaded sleeve and two screw rods, and the two screw rods are connected to the upper portion and the lower portion of the threaded sleeve respectively through external threads in a matched mode.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922314627.5U CN212249226U (en) | 2019-12-20 | 2019-12-20 | A template structure for cast-in-place concrete wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922314627.5U CN212249226U (en) | 2019-12-20 | 2019-12-20 | A template structure for cast-in-place concrete wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212249226U true CN212249226U (en) | 2020-12-29 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201922314627.5U Expired - Fee Related CN212249226U (en) | 2019-12-20 | 2019-12-20 | A template structure for cast-in-place concrete wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212249226U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112814380A (en) * | 2021-01-11 | 2021-05-18 | 王�琦 | Assembly type building wall formwork reinforcing structure and reinforcing pairing device |
| CN113818702A (en) * | 2021-10-26 | 2021-12-21 | 中国十七冶集团有限公司 | Template installation auxiliary positioning device and using method |
-
2019
- 2019-12-20 CN CN201922314627.5U patent/CN212249226U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112814380A (en) * | 2021-01-11 | 2021-05-18 | 王�琦 | Assembly type building wall formwork reinforcing structure and reinforcing pairing device |
| CN112814380B (en) * | 2021-01-11 | 2022-07-01 | 中冶南方城市建设工程技术有限公司 | Assembly type building wall formwork reinforcing structure and reinforcing pairing device |
| CN113818702A (en) * | 2021-10-26 | 2021-12-21 | 中国十七冶集团有限公司 | Template installation auxiliary positioning device and using method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| 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: 20201229 |