CN220953525U - Special-shaped retaining wall template - Google Patents
Special-shaped retaining wall template Download PDFInfo
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- CN220953525U CN220953525U CN202322200719.7U CN202322200719U CN220953525U CN 220953525 U CN220953525 U CN 220953525U CN 202322200719 U CN202322200719 U CN 202322200719U CN 220953525 U CN220953525 U CN 220953525U
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- 238000007789 sealing Methods 0.000 claims description 7
- 239000003292 glue Substances 0.000 claims description 5
- 238000010276 construction Methods 0.000 abstract description 13
- 230000009286 beneficial effect Effects 0.000 abstract description 2
- 238000009415 formwork Methods 0.000 description 10
- 230000000694 effects Effects 0.000 description 4
- 238000000034 method Methods 0.000 description 4
- 238000010586 diagram Methods 0.000 description 3
- 239000000463 material Substances 0.000 description 2
- 238000000465 moulding Methods 0.000 description 2
- 239000002002 slurry Substances 0.000 description 2
- 238000004891 communication Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 238000005498 polishing Methods 0.000 description 1
- 238000007711 solidification Methods 0.000 description 1
- 230000008023 solidification Effects 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
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- Retaining Walls (AREA)
Abstract
The utility model provides a special-shaped retaining wall template, which comprises a special-shaped surface template, wherein the special-shaped surface template comprises a plurality of sub-templates which are sequentially connected along the transverse direction, each sub-template comprises a plurality of template units which are sequentially connected along the transverse direction, each template unit comprises an upper template, a middle template, a lower template and two horizontal battens, the widths of the upper template, the middle template and the lower template are identical and are sequentially spliced from top to bottom, the upper template and the lower template are vertically arranged, the middle template is obliquely arranged, one horizontal batten is arranged at the splicing seam of the upper template and the middle template and is used for connecting the upper template and the middle template, and the other horizontal batten is arranged at the splicing seam of the middle template and the lower template and is used for connecting the middle template and the lower template. The utility model has the beneficial effects that: the required special-shaped surface is constructed through the template units, the sub-templates are formed through the plurality of template units, the sub-templates can be prefabricated in advance, the template arrangement can be completed only by assembling the plurality of sub-templates on a construction site, the on-site template assembling workload is reduced, and the construction speed is high.
Description
Technical Field
The utility model relates to the technical field of wall concrete pouring construction, in particular to a special-shaped retaining wall template.
Background
The template engineering is mainly used for controlling the appearance of a building and limiting the space of a concrete structure and modeling in the civil engineering construction process, ensures that concrete materials are solidified and coagulated within the scope of the template, reaches preset design size and shape modeling, ensures the normal solidification time of the concrete in the template in order to support the stress conditions of the weight, side pressure and the like of the concrete, and needs to carry out detailed design on the template, including stress analysis of the template, thickness and shape modeling of the template materials, support and pull-fixing of the template and the like, thereby guaranteeing the safety and quality of the civil engineering concrete construction. At present, the shape of the inner side of some ramp retaining walls is a three-section special-shaped surface, the length of the ramp retaining walls is long, the inner side is a relief surface, the traditional template is adopted for on-site splicing, the operation difficulty is great, the molding effect after pouring is poor, and the construction quality is difficult to meet.
Disclosure of utility model
In view of the above, in order to solve the problems of the slope retaining wall that the operation difficulty of the template laying is large and the molding effect is poor, the embodiment of the utility model provides a special-shaped retaining wall template.
The embodiment of the utility model provides a special-shaped retaining wall template, which comprises the following components:
The special-shaped face template comprises a plurality of sub-templates which are sequentially connected along the transverse direction, each sub-template comprises a plurality of template units which are sequentially connected along the transverse direction, each template unit comprises an upper template, a middle template, a lower template and two horizontal battens, the widths of the upper template, the middle template and the lower template are identical and are sequentially spliced from top to bottom, the upper template and the lower template are vertically arranged, the middle template is obliquely arranged, one horizontal batten is arranged at the splicing seam of the upper template and the middle template and is connected with the splicing seam of the middle template, and the other horizontal batten is arranged at the splicing seam of the middle template and the lower template and is connected with the splicing seam of the middle template and the splicing seam of the lower template.
Further, the two splicing seams are coated with sealing glue.
Further, one horizontal batten is connected with the upper template and the middle template through nails, and the other horizontal batten is connected with the middle template and the lower template through nails.
Further, two side battens are respectively arranged on two side edges of the back of the template unit, and two side battens of two adjacent template units are aligned and locked through fasteners.
Further, the lower die plate has a height greater than the middle die plate and greater than the upper die plate.
Further, the width of the template units is 40-50cm, and the number of the template units included in each sub-template is not more than five.
Further, the special-shaped face template further comprises a plane template, and is vertically arranged on one side of the special-shaped face template.
Further, the special-shaped face template is located on the inner side of the special-shaped face template.
Further, the upper template, the middle template and the lower template are all provided with nail holes for the split bolts to pass through.
Further, the horizontal distance from the plane template to the special-shaped template is not more than 200mm.
The technical scheme provided by the embodiment of the utility model has the beneficial effects that: according to the special-shaped retaining wall template, the template units are used for constructing a required special-shaped surface, the plurality of template units are used for forming the sub-templates, the sub-templates can be prefabricated in advance, the template arrangement can be completed by only assembling the plurality of sub-templates on a construction site, the on-site template assembling workload is reduced, and the construction speed is high; the corner of the template unit and the adjacent template units are connected through the battens, the connection is firm, the template keeps the design shape and is not easy to deform, the template is assembled through a standard sub-template, the shape is regular, the forming effect is guaranteed, and the problems of follow-up repair and polishing are avoided.
Drawings
FIG. 1 is a schematic view of an arrangement of a profiled retaining wall form in accordance with the present utility model;
FIG. 2 is a schematic diagram of the connection of two adjacent sub-templates;
FIG. 3 is a schematic diagram of a child template;
FIG. 4 is a cross-sectional view of the template unit;
FIG. 5 is a schematic diagram of the connection of two adjacent template units.
In the figure: 1. a special-shaped surface template; 2. a planar template; 3. ramp retaining wall; 4. a sub-template; 5. a template unit; 501. an upper template; 502. a middle template; 503. a lower template; 504. a horizontal batten; 505. side battens; 506. a fastener.
Detailed Description
For the purpose of making the objects, technical solutions and advantages of the present utility model more apparent, embodiments of the present utility model will be further described with reference to the accompanying drawings. The following presents a preferred one of a number of possible embodiments of the utility model in order to provide a basic understanding of the utility model, but is not intended to identify key or critical elements of the utility model or to delineate the scope of the utility model.
In all examples shown and discussed herein, any specific values should be construed as merely illustrative, and not a limitation. Thus, other examples of the exemplary embodiments may have different values.
Techniques, methods, and apparatus known to one of ordinary skill in the relevant art may not be discussed in detail, but are intended to be part of the specification where appropriate.
It should be noted that: like reference numerals and letters denote like items in the following figures, and thus once an item is defined in one figure, no further discussion thereof is necessary in subsequent figures. Meanwhile, it should be understood that the sizes of the respective parts shown in the drawings are not drawn in actual scale for convenience of description.
It is further noted that unless specifically stated or limited otherwise, the terms "mounted," "connected," and "connected" are to be construed broadly, and may be, for example, fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; can be directly connected or indirectly connected through an intermediate medium, and can be communication between two elements. The specific meaning of the above terms in the present utility model will be understood in specific cases by those of ordinary skill in the art.
Referring to fig. 1, an embodiment of the present utility model provides a special-shaped retaining wall formwork, which is applied to construction of a ramp retaining wall 3 with a three-section special-shaped surface on an inner side surface, and mainly comprises a special-shaped surface formwork 1.
As shown in fig. 2, the profiled decking sheet 1 includes a plurality of sub-sheets 4 connected in series in the transverse direction.
As further shown in fig. 3, each of the sub-templates 4 includes a plurality of template units 5 connected in sequence in the lateral direction.
Then, as shown in fig. 4, each of the template units 5 includes an upper template 501, a middle template 502, a lower template 503 and two horizontal battens 504, wherein the widths of the upper template 501, the middle template 502 and the lower template 503 are identical wood templates, the upper template 501, the middle template 502 and the lower template 503 are sequentially arranged from top to bottom, the upper template 501 and the lower template 503 are vertically arranged, the middle template 502 is obliquely arranged, the lower edge of the upper template 501 is spliced with the upper edge of the middle template 502, and the lower edge of the middle template 502 is spliced with the upper edge of the lower template 503, so that the upper template 501, the middle template 502 and the lower template 503 are spliced into a special-shaped surface.
In order to ensure the stability of the structure, the lower width and the upper width of the ramp retaining wall 3 are larger, so in this embodiment, the height of the lower mold plate 503 is greater than the height of the middle mold plate 502 and greater than the height of the upper mold plate 501.
The horizontal battens 504 play a role of overlapping the upper die plate 501, the middle die plate 502 and the lower die plate 503. Specifically, one horizontal batten 504 is disposed at the splice joint of the upper die plate 501 and the middle die plate 502 and connects the two, and the other horizontal batten 504 is disposed at the splice joint of the middle die plate 502 and the lower die plate 503 and connects the two. As in the present embodiment, one horizontal batten 504 connects the upper die plate 501 and the middle die plate 502 by nails, and the other horizontal batten 504 connects the middle die plate 502 and the lower die plate 503 by nails. The horizontal battens 504 are firmly fixed at the splice joints through nails, so that deformation of the template units 5 in the installation and laying processes is avoided.
In order to prevent slurry leakage from two splicing seams among the upper template 501, the middle template 502 and the lower template 503 during concrete pouring, sealing glue is coated on the two splicing seams, and the splicing seams are sealed by the sealing glue, so that a good sealing effect is achieved.
As shown in fig. 5, in order to achieve the transverse connection between two adjacent template units 5, two side battens 505 are respectively disposed on two sides of the back of the template unit 5, the side battens 505 are disposed along the side edges of the back of the template unit 5, and when the two adjacent template units 5 are transversely connected, the two side battens 505 are aligned and locked by a fastener 506. The fastening members 506 may be fastening bolts penetrating through the two side battens 505, and the adjacent two form units 5 may be connected in the lateral direction by locking the side battens 505. The same splicing seam between two adjacent template units 5 can be coated with sealing glue to enhance the sealing performance and prevent slurry leakage.
In view of convenience in laying an actual construction formwork, the width of the formwork units 5 is 40-50cm, and the number of the formwork units 5 included in each sub-formwork 4 is not more than five. Thus, a required number of sub-templates 4 are prefabricated before construction, and the sub-templates 4 are transported to a construction site and then laid and installed. When two adjacent sub-templates 4 are spliced, the two side battens 505 of two adjacent sub-templates 4 adjacent to two template units 5 can be connected by the fasteners 506.
Furthermore, in view of the formwork arrangement of the other side face of the ramp retaining wall 3, the special retaining wall formwork further includes a plane formwork 2, and is vertically disposed at one side of the special retaining wall formwork 1. And a pouring space of the ramp retaining wall 3 is formed between the special retaining wall template and the plane template 2. In this embodiment, the inner side surface of the ramp retaining wall 3 is a special-shaped surface, and the outer side surface is a vertical plane, so that the special-shaped surface template 1 is located at the inner side of the special-shaped surface template 1.
The special-shaped retaining wall template and the plane template 2 are generally fixed by tightening split bolts. Therefore, the upper template 501, the middle template 502 and the lower template 503 are all provided with nail holes for the split bolts to pass through, and the split bolts are used for tightening and fixing the template units 5, so that the special-shaped retaining wall template and the plane template 2 are fixed.
Generally, the thickness of the ramp retaining wall 3 is not greater than 200mm, so the horizontal distance from the flat form 2 to the profiled form 1 is not greater than 200mm.
When the special-shaped retaining wall template is constructed, a required number of sub-templates 4 are prefabricated, then each sub-template 4 is sequentially connected along the length direction of a retaining wall to be constructed on a construction site, and two side battens 505 of two adjacent sub-templates 4 are locked through fasteners 506 to form a special-shaped surface template 1; and then arranging a plane template 2 at the rear side of the special-shaped surface template 1, and tensioning and fixing the special-shaped surface template 1 and the plane template 2 through split bolts.
In this document, terms such as front, rear, upper, lower, etc. are defined with respect to the positions of the components in the drawings and with respect to each other, for clarity and convenience in expressing the technical solution. It should be understood that they are relative concepts and can be varied in many ways depending on the use and placement of the words, and that the use of the words should not limit the scope of the application as claimed.
The embodiments described above and features of the embodiments herein may be combined with each other without conflict. The foregoing description of the preferred embodiments of the utility model is not intended to limit the utility model to the precise form disclosed, and any such modifications, equivalents, and alternatives falling within the spirit and scope of the utility model are intended to be included within the scope of the utility model.
Claims (10)
1. A profiled retaining wall form, comprising:
The special-shaped face template comprises a plurality of sub-templates which are sequentially connected along the transverse direction, each sub-template comprises a plurality of template units which are sequentially connected along the transverse direction, each template unit comprises an upper template, a middle template, a lower template and two horizontal battens, the widths of the upper template, the middle template and the lower template are identical and are sequentially spliced from top to bottom, the upper template and the lower template are vertically arranged, the middle template is obliquely arranged, one horizontal batten is arranged at the splicing seam of the upper template and the middle template and is connected with the splicing seam of the middle template, and the other horizontal batten is arranged at the splicing seam of the middle template and the lower template and is connected with the splicing seam of the middle template and the splicing seam of the lower template.
2. The shaped retaining wall form of claim 1, wherein: and the two splicing seams are coated with sealing glue.
3. The shaped retaining wall form of claim 1, wherein: one horizontal batten is connected with the upper template and the middle template through nails, and the other horizontal batten is connected with the middle template and the lower template through nails.
4. The shaped retaining wall form of claim 1, wherein: two side battens are respectively arranged on two side edges of the back of the template unit, and two side battens of two adjacent template units are aligned and locked through fasteners.
5. The shaped retaining wall form of claim 1, wherein: the height of the lower template is greater than that of the middle template and greater than that of the upper template.
6. The shaped retaining wall form of claim 1, wherein: the width of the template units is 40-50cm, and the number of the template units included in each sub-template is not more than five.
7. The shaped retaining wall form of claim 1, wherein: the special-shaped surface template is characterized by further comprising a plane template, and the plane template is vertically arranged on one side of the special-shaped surface template.
8. The shaped retaining wall form of claim 7, wherein: the special-shaped face template is located on the inner side of the special-shaped face template.
9. The shaped retaining wall form of claim 7, wherein: the upper template, the middle template and the lower template are all provided with nail holes for the split bolts to pass through.
10. The shaped retaining wall form of claim 7, wherein: the horizontal distance from the plane template to the special-shaped plane template is not more than 200mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322200719.7U CN220953525U (en) | 2023-08-15 | 2023-08-15 | Special-shaped retaining wall template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322200719.7U CN220953525U (en) | 2023-08-15 | 2023-08-15 | Special-shaped retaining wall template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220953525U true CN220953525U (en) | 2024-05-14 |
Family
ID=90980655
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322200719.7U Active CN220953525U (en) | 2023-08-15 | 2023-08-15 | Special-shaped retaining wall template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220953525U (en) |
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2023
- 2023-08-15 CN CN202322200719.7U patent/CN220953525U/en active Active
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