CN217897272U - Shear force wall steel construction template - Google Patents
Shear force wall steel construction template Download PDFInfo
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- CN217897272U CN217897272U CN202221385826.0U CN202221385826U CN217897272U CN 217897272 U CN217897272 U CN 217897272U CN 202221385826 U CN202221385826 U CN 202221385826U CN 217897272 U CN217897272 U CN 217897272U
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Abstract
The utility model discloses a shear force wall steel construction template, include: the template component, be used for the fastening assembly of fixed template component and be used for the steel skeleton of support, the template component includes first template and the second template of setting in first template both sides, first template sets up in pairs and sets up in the steel skeleton both sides, first template includes at least one template unit, and the template unit includes internal face and outer wall, be equipped with first connecting lug on the outer wall of template unit and with first connecting lug complex first recess, first connecting lug and first recess correspond the both sides that set up at outer wall, the fastening component is including the tie rod that is used for supporting the template unit and the tie screw that is used for two fixed first templates. The utility model provides a shear force wall steel construction template improves the commonality of steel form, and the steel form transportation of being convenient for further reduces the phenomenon of steel construction template side hourglass thick liquid.
Description
Technical Field
The utility model belongs to the technical field of the shear force wall technique and specifically relates to a shear force wall steel construction template is related to.
Background
The shear wall is a wall body which mainly bears horizontal load and vertical load (gravity) caused by wind load or earthquake action in a house or a structure. The common shear wall is generally composed of steel bars and concrete, wherein the steel bars are located in the concrete and mainly bear tension and form constraint on the concrete, and the concrete mainly bears pressure and forms a package on the steel bars. The existing shear wall is usually required to be installed with a steel structure template of the shear wall in the pouring process and then cast in place, but because the sizes of the shear wall are different, the existing steel template is usually required to be customized according to different sizes, the universality is not high, and some steel templates are too large in size and inconvenient to transport.
SUMMERY OF THE UTILITY MODEL
The utility model relates to an overcome among the above-mentioned prior art steel form board oversize inconvenient transportation scheduling problem, provide a shear force wall steel structure template, improve the commonality of steel form board, the steel form board transportation of being convenient for further reduces the phenomenon that the thick liquid leaks in steel structure template side.
In order to achieve the above purpose, the utility model adopts the following technical scheme:
a shear wall steel structure formwork comprises: the template component, be used for the fastening assembly of fixed template component and be used for the steel skeleton of support, the template component includes first template and the second template of setting in first template both sides, first template sets up in pairs and sets up in the steel skeleton both sides, first template includes at least one template unit, and the template unit includes internal face and outer wall, be equipped with first connecting lug on the outer wall of template unit and with first connecting lug complex first recess, first connecting lug and first recess correspond the both sides that set up at outer wall, the fastening component is including the tie rod that is used for supporting the template unit and the tie screw that is used for two fixed first templates.
Preferably, the first template comprises a first template unit and a second template unit which are arranged in parallel, and the first connecting lug on the first template unit is embedded in the first groove of the adjacent second template unit.
Preferably, a plurality of first connecting holes are formed in the template unit, a plurality of second connecting holes are formed in the first connecting rods, the positions of the first connecting rods and the positions of the second connecting rods are correspondingly arranged in a matched mode, and the counter-pull screws penetrate through the second connecting holes and the first connecting holes to fix the first connecting rods on the outer wall surface of the template unit.
Preferably, one of the outer wall surface of the template unit and the first connecting rod is provided with a first limiting groove, the other one of the outer wall surface of the template unit and the first connecting rod is provided with a first limiting rib matched with the first limiting groove, and the first limiting rib is arranged in the first limiting groove.
Preferably, the second template comprises a first panel, a second panel and a third panel, the second panel and the third panel are respectively abutted with the two first panels in pair, and the first panel, the second panel and the third panel form a U-shaped structure.
Preferably, the second panel is provided with a second connecting bump matched with the first groove, and the third panel is provided with a second groove matched with the first connecting bump
Preferably, the second panel and the third panel are both arranged perpendicular to the first panel.
Preferably, the fastening assembly further comprises a second connecting rod and a bolt, the first connecting rod is provided with a first connecting plate, the second connecting rod is provided with a second connecting plate, an interval is arranged between the first connecting plate and the second connecting plate, the first connecting plate is provided with a threaded hole, the second connecting plate is provided with a through hole, and the bolt is connected with the threaded hole in the first connecting plate in a threaded manner after penetrating through the through hole in the second connecting plate so as to fix the second connecting plate.
Preferably, the two ends of the second connecting rod are provided with groove structures, and the first connecting rod penetrates through the groove structures.
Therefore, the utility model discloses following beneficial effect has: the first template is formed by splicing one or more template units so as to be suitable for shear walls with different widths, the universality of the steel template is improved, and compared with the whole steel template in the prior art, the spliced template units are smaller in size and convenient to transport; set up second connection lug and second recess on through the second template, further improve the firm in connection degree between second template and the first template, further reduce the phenomenon that the thick liquid is leaked to steel construction template side.
Drawings
Fig. 1 is a schematic structural view of a steel structure formwork of a shear wall of the present invention;
FIG. 2 is a schematic structural view of a template unit;
FIG. 3 is a schematic structural view of a second template;
FIG. 4 is a side view of a second template;
FIG. 5 is a side view of a first connecting rod;
FIG. 6 is a side view of the second connecting rod;
in the figure: 1. the connecting structure comprises a first template 2, a template unit 201, a first groove 202, a first connecting lug 203, a first limiting groove 3, a second template 301, a first panel 302, a second panel 303, a third panel 304, a second connecting lug 305, a second groove 4, a first connecting rod 401, a first limiting rib 402, a first connecting plate 403, a threaded hole 5, a second connecting rod 501, a groove structure 502, a second connecting plate 503 and a through hole.
Detailed Description
The present invention will be further described with reference to the accompanying drawings and the detailed description.
Example 1:
in embodiment 1 shown in fig. 1 and 2, a steel structure formwork for a shear wall includes a formwork assembly, a fastening assembly and a steel skeleton (not shown in the figure), wherein the fastening assembly is used for fixing the formwork assembly, the formwork assembly includes a first formwork 1 arranged in pairs and a second formwork 3 arranged at two sides of the first formwork 1, and the steel skeleton is arranged between the first formworks 1 arranged in pairs, so that the strength of the shear wall is improved, and the steel structure formwork plays a role in supporting the two first formworks 1 arranged in pairs. The first template 1 comprises at least one template unit 2, the template unit 2 comprises an inner wall surface and an outer wall surface, the inner wall surface of the template unit 2 faces the steel skeleton, a first groove 201 is arranged on one side of the outer wall surface of the template unit 2, a first connecting bump 202 is arranged on the other side of the outer wall surface of the template unit 2, and the first connecting bump 202 is matched with the first groove 201.
In this embodiment, when the first template 1 includes the first template 1 unit and the second template 3 unit 2 that are arranged in parallel, the first connecting protrusion 202 on the first template 1 unit is embedded in the first groove 201 of the adjacent second template 3 unit 2, so that the parallel template units 2 are initially positioned, and the subsequent installation is facilitated.
As shown in fig. 1 and 5, the fastening assembly includes a first connecting rod 4 and a pair of pulling screws, a plurality of first connecting holes are disposed on the form unit 2, a plurality of second connecting holes are disposed on the first connecting rod 4, the positions of the first connecting rod 4 and the second connecting rod 4 are matched and correspondingly disposed, the pair of pulling screws penetrate through the second connecting holes and the first connecting holes to fix the first connecting rod 4 on the outer wall surface of the form unit 2, and meanwhile, the pair of two first forms 1 are close to each other and tightly attached to the steel framework. The first connecting rods 4 not only have a connecting effect on the adjacent template units 2, but also are beneficial to improving the strength of the steel structure template of the shear wall.
As shown in fig. 2, one of the outer wall surface of the template unit 2 and the first connecting rod 4 is provided with a first limiting groove 203, the other one is provided with a first limiting rib 401 matched with the first limiting groove 203, and the first limiting rib 401 is arranged in the first limiting groove 203, so as to facilitate the primary positioning of the first connecting rod 4 and the template unit 2. In this embodiment, the outer wall surface of the template unit 2 is provided with a first limiting groove 203, the first connecting rod 4 is correspondingly provided with a first limiting rib 401, and the bottom of the first limiting groove 203 is uniformly provided with second connecting holes.
As shown in fig. 3 and 4, the second template 3 includes a first panel 301, two sides of the first panel 301 extend to the same side to form a second panel 302 and a third panel 303, the second panel 302 and the third panel 303 are respectively abutted to the two paired first panels 301, in this embodiment, the second panel 302 and the third panel 303 are both disposed perpendicular to the first panel 301, and the first panel 301, the second panel 302 and the third panel 303 form a U-shaped structure or an H-shaped structure, etc.
The second panel 302 is provided with a second connecting bump 304 matched with the first groove 201, the third panel 303 is provided with a second groove 305 matched with the first connecting bump 202, and when the second template 3 is installed, the first template 1 and the second template 3 are preliminarily positioned by matching the second connecting bump 304 with the first groove 201 and matching the second groove 305 with the first connecting bump 202.
As shown in fig. 6, the fastening assembly further includes a second connecting rod 5 and a bolt, the second connecting rod 5 is used for fixing the second formwork 3 and the first formwork 1, two ends of the second connecting rod 5 are connected with the first connecting rod 4 to fix the side plates, the first connecting rod 4 is provided with a first connecting plate 402, the second connecting rod 5 is provided with a second connecting plate 502, a gap is provided between the first connecting plate 402 and the second connecting plate 502, the first connecting plate 402 is provided with a threaded hole 403, the second connecting plate 502 is provided with a through hole 503, and the bolt is threaded through the through hole 503 of the second connecting plate 502 and then is in threaded connection with the threaded hole 403 of the first connecting plate 402 to fix the second connecting plate 502. In addition, the pressure of the second connecting rod 5 on the second template 3 can be conveniently adjusted through the connection mode of the threads and the bolts, the second template 3 is ensured to be tightly attached to the first template 1, and slurry leakage is avoided. In this embodiment, four second connection plates 502 are disposed on the second connection rod 5, so as to ensure the firmness of the connection between the second connection rod 5 and the first connection rod 4. In addition, the two ends of the second connecting rod are provided with groove structures, and the first connecting rod penetrates through the groove structures 501, so that the initial positioning of the second connecting rod and the first connecting rod is facilitated.
Further, one of the first panel 301 and the second connecting rod 5 is provided with a second limiting groove, the other one of the first panel 301 and the second connecting rod 5 is provided with a second limiting rib matched with the second limiting groove, and the second limiting groove is matched with the second limiting rib so as to facilitate primary positioning of the second template 3 and the second connecting rod 5.
The method comprises the following steps of: if only need first template 1 only need a template unit 2, with head rod 4 and first template 1 earlier through first spacing groove 203 and first spacing muscle 401 preliminary fixed, then will be in pairs and set up the first template 1 in the steel skeleton both sides fixedly through the split screw, fix second template 3 again, connect lug 304 and first recess 201 cooperation through the second, the preliminary location of first template 1 and second template 3 is realized with the cooperation of first connecting lug 202 to second recess 305, then realize second template 3's fixed with bolt fastening with second connecting rod 5 and head rod 4, accomplish the fixed of this shear force wall steel construction template promptly.
If the first form 1 needs a plurality of form units 2, in this embodiment, the first form 1 includes a first form 1 unit and a second form 3 unit 2 arranged in parallel, first, the first connecting protrusion 202 on the first form 1 unit is embedded in the first groove 201 of the adjacent second form 3 unit 2, then, the first connecting rod 4 and the first form 1 are primarily fixed through the first limiting groove 203 and the first limiting rib 401, the first connecting rod 4 further fixes the preliminarily positioned form units 2 at the same time, then, the first forms 1 paired and arranged at two sides of the steel framework are fixed through the split screw, then, the second form 3 is fixed, the shear force of the second form 3 is realized through the matching of the second connecting protrusion 304 and the first groove 201, the matching of the second groove 305 and the first connecting protrusion 202, and then, the second connecting rod 5 and the first connecting rod 4 are fixed through bolts, and the fixing of the second form 3 is completed.
It should be noted that as used in the foregoing description, the terms "front," "back," "left," "right," "upper" and "lower" refer to directions in the drawings, and the terms "inner" and "outer" refer to directions toward and away from, respectively, the geometric center of a particular component.
The above examples are only for illustrating the present invention and are not intended to limit the scope of the present invention. Various other modifications and changes may be made by those skilled in the art based on the above-described technical solutions and concepts, and all such modifications and changes are intended to fall within the scope of the claims.
Claims (9)
1. The utility model provides a shear force wall steel construction template, characterized by includes: the template component, be used for the fastening assembly of fixed template component and be used for the steel skeleton of support, the template component includes first template and the second template of setting in first template both sides, first template sets up in pairs and sets up in the steel skeleton both sides, first template includes at least one template unit, and the template unit includes internal face and outer wall, be equipped with first connecting lug on the outer wall of template unit and with first connecting lug complex first recess, first connecting lug and first recess correspond the both sides that set up at outer wall, the fastening component is including the tie rod that is used for supporting the template unit and the tie screw that is used for two fixed first templates.
2. A shear wall steel structure formwork according to claim 1, wherein the first formwork comprises a first formwork unit and a second formwork unit which are arranged side by side, and the first connecting projection on the first formwork unit is embedded in the first groove of the adjacent second formwork unit.
3. A shear wall steel structure formwork according to claim 1, wherein the formwork unit is provided with a plurality of first connecting holes, the first connecting rods are provided with a plurality of second connecting holes, the positions of the first connecting rods and the positions of the second first connecting rods are correspondingly matched, and the opposite-pulling screw rods penetrate through the second connecting holes and the first connecting holes to fix the first connecting rods on the outer wall surface of the formwork unit.
4. A shear wall steel structure formwork according to claim 1, wherein one of the outer wall surface of the formwork unit and the first connecting rod is provided with a first limiting groove, and the other one is provided with a first limiting rib matched with the first limiting groove, and the first limiting rib is arranged in the first limiting groove.
5. A shear wall steel structural formwork according to any one of claims 1 to 4, wherein the second formwork includes first, second and third panels, the second and third panels abutting against respective pairs of the first panels, the first, second and third panels forming a U-shaped structure.
6. A shear wall steel structure template according to claim 5, wherein the second panel is provided with a second connecting projection matched with the first groove, and the third panel is provided with a second groove matched with the first connecting projection.
7. A shear wall steel structural formwork according to claim 5, wherein the second panel and the third panel are arranged perpendicularly to the first panel.
8. A shear wall steel structure template according to claim 5, wherein the fastening assembly further comprises a second connecting rod and a bolt, the first connecting rod is provided with a first connecting plate, the second connecting rod is provided with a second connecting plate, a space is arranged between the first connecting plate and the second connecting plate, the first connecting plate is provided with a threaded hole, the second connecting plate is provided with a through hole, and the bolt is threaded through the through hole in the second connecting plate and then is in threaded connection with the threaded hole in the first connecting plate to realize the fixation of the second connecting plate.
9. A shear wall steel structure formwork according to claim 8, wherein the second connecting rod is provided with a groove structure at both ends, and the first connecting rod penetrates through the groove structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221385826.0U CN217897272U (en) | 2022-05-31 | 2022-05-31 | Shear force wall steel construction template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221385826.0U CN217897272U (en) | 2022-05-31 | 2022-05-31 | Shear force wall steel construction template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217897272U true CN217897272U (en) | 2022-11-25 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202221385826.0U Active CN217897272U (en) | 2022-05-31 | 2022-05-31 | Shear force wall steel construction template |
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|---|---|
| CN (1) | CN217897272U (en) |
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2022
- 2022-05-31 CN CN202221385826.0U patent/CN217897272U/en active Active
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