CN220266474U - Integral truss type steel template - Google Patents
Integral truss type steel template Download PDFInfo
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- CN220266474U CN220266474U CN202321688131.4U CN202321688131U CN220266474U CN 220266474 U CN220266474 U CN 220266474U CN 202321688131 U CN202321688131 U CN 202321688131U CN 220266474 U CN220266474 U CN 220266474U
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- steel
- frames
- pipe fitting
- truss
- fixedly connected
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 71
- 239000010959 steel Substances 0.000 title claims abstract description 71
- 238000010276 construction Methods 0.000 abstract description 10
- 238000009415 formwork Methods 0.000 description 3
- 239000004567 concrete Substances 0.000 description 2
- 238000007599 discharging Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000010030 laminating Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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Abstract
The utility model relates to the technical field of slope protection engineering and discloses an integral truss type steel template which comprises a steel template and a supporting truss, wherein the steel template is formed by splicing a plurality of template units, the supporting truss comprises a plurality of main frames which are arranged in parallel, a plurality of outer supporting pipe fittings are fixedly connected between the adjacent main frames, the main frames are provided with a group of transverse steel frames and a plurality of groups of longitudinal steel frames, and the longitudinal steel frames are fixedly connected with the splicing parts of the transverse steel frames and the template units. The whole truss type steel form of this scheme adopts the support truss to connect each panel unit for the steel form is whole more firm, has reduced the template and has assembled and fixed time, and the whole truss type steel form of this scheme can effectually avoid phenomenon such as "running the mould", broken line snakelike to take place in the middle of the construction.
Description
Technical Field
The utility model relates to the technical field of slope protection engineering, in particular to an integral truss type steel template.
Background
Spillways are important buildings in reservoirs and other hydraulic engineering, and are important facilities for ensuring safety of the hydraulic engineering such as reservoirs during flood. If the spillway is not effectively protected, once the spillway is flushed or collapsed in the flood discharging process, the flood discharging is seriously influenced, the safety of the reservoir dam is threatened, and the normal operation of the spillway is directly related to the safety of the whole water conservancy junction.
The spillway slope lining is a slope protection constructed on two sides of the spillway for preventing flood or rain wash, and reinforced concrete is often adopted for protection. The traditional construction is directly assembled on the surface of a side slope through a plurality of single-sided templates, however, in the side slope concrete lining construction process, the side slope is high in height due to the large casting area of the side slope concrete, the gradient of the construction surface is steep, and the construction reinforcement difficulty of the single-sided templates is high.
Disclosure of Invention
The utility model aims to provide an integral truss type steel template to solve the problem that in the prior art, assembly construction is carried out on the surface of a side slope through a single-sided template, and the construction difficulty is high.
To achieve the above object, the basic scheme of the present utility model is as follows:
the integral truss type steel formwork comprises a steel formwork panel and a supporting truss, wherein the steel formwork panel is formed by splicing a plurality of panel units, the supporting truss comprises a plurality of main frames which are arranged in parallel, a plurality of outer supporting pipe fittings are fixedly connected between the adjacent main frames, the main frames are provided with a group of transverse steel frames and a plurality of groups of longitudinal steel frames, and the longitudinal steel frames are fixedly connected with the splicing parts of the transverse steel frames and the panel units.
Further, each transverse steel frame is arranged in parallel, and each longitudinal steel frame is arranged in parallel and is fixedly connected between a pair of transverse steel frames respectively.
Through adopting above-mentioned technical scheme, each vertical steelframe fixed connection can effectively improve the whole steadiness of main frame between horizontal steelframe.
Further, the transverse steel frame is a square tube, the two ends of the transverse steel frame are a first end and a second end respectively, and the pipe diameter of the transverse steel frame is gradually increased along the direction from the first end to the second end.
Through adopting above-mentioned technical scheme, during the construction, steel form panel laminating in the side slope surface, the second tip of horizontal steelframe is close to the bottom position of side slope, and great pipe diameter can make the atress of whole steel form more even, improves holistic stability.
Further, the outer support pipe fitting is square pipe, the outer support pipe fitting is the slope form and sets up between two adjacent main frames, and the both ends of outer support pipe fitting weld respectively in the horizontal steelframe of two adjacent main frames.
Through adopting above-mentioned technical scheme, outer support pipe fitting supports between adjacent main frame, can improve the overall stability of support truss.
Further, a plurality of subframes are formed on the main frame, an inner supporting pipe fitting is fixedly connected in any one subframe, and the inner supporting pipe fitting is a square pipe.
Through adopting above-mentioned technical scheme, interior support pipe fitting can improve the whole steadiness of main frame.
Further, the inner support pipe is overlapped with one diagonal line in the subframe, and extension lines of the length directions of the inner support pipe in the adjacent subframes are mutually intersected.
Through adopting above-mentioned technical scheme, interior stay tube spare sets up in the diagonal position in the subframe, can effectively improve the whole steadiness of main frame.
Further, a plurality of connecting pipe fittings which are arranged in parallel are connected between the main frames, the connecting pipe fittings are square pipes, and the connecting pipe fittings are fixedly connected to transverse steel of each main frame.
Through adopting above-mentioned technical scheme, the connecting tube spare with each main frame interconnect, can improve the overall stability of supporting truss.
Further, the connecting pipe penetrates through the connecting point of the outer supporting pipe and the main frame.
By adopting the technical scheme, the whole stress is more uniform, and the stability is higher.
Compared with the prior art, the beneficial effect of this scheme is:
the whole truss type steel form of this scheme adopts the support truss to connect each panel unit for the steel form is whole more firm, has reduced the template and has assembled and fixed time, and the whole truss type steel form of this scheme can effectually avoid phenomenon such as "running the mould", broken line snakelike to take place in the middle of the construction.
Drawings
FIG. 1 is a schematic diagram of an embodiment of the present utility model.
Reference numerals in the drawings of the specification include: steel mould panel 1, connecting pipe fitting 2, horizontal steelframe 3, vertical steelframe 4, interior support pipe fitting 5, outer support pipe fitting 6.
Detailed Description
The utility model is described in further detail below with reference to the drawings in the specification and by way of specific embodiments:
examples:
the integral truss type steel template is shown in fig. 1, and comprises a steel template 1 and a support truss, wherein the steel template 1 is formed by splicing a plurality of template units, and the support truss comprises a plurality of main frames which are arranged in parallel;
the main frame is provided with a group of transverse steel frames 3 and a plurality of groups of longitudinal steel frames 4, each transverse steel frame 3 is arranged in parallel, and each longitudinal steel frame 4 is arranged in parallel and is respectively and fixedly connected between a pair of transverse steel frames 3; the longitudinal steel frame 4 is fixedly connected with the splicing part of the transverse steel frame 3 and the panel unit.
The transverse steel frame 3 is a square tube, two ends of the transverse steel frame 3 are a first end and a second end respectively, and the tube diameter of the transverse steel frame 3 is gradually increased along the direction from the first end to the second end.
A plurality of outer support pipe fittings 6 are fixedly connected between the adjacent main frames, the outer support pipe fittings 6 are square pipes, the outer support pipe fittings 6 are obliquely arranged between the two adjacent main frames, and two ends of the outer support pipe fittings 6 are respectively welded on the transverse steel frames 3 of the two adjacent main frames.
A plurality of connecting pipe fittings 2 which are arranged in parallel are connected between the main frames, the connecting pipe fittings 2 are square pipes, and the connecting pipe fittings 2 are fixedly connected to transverse steel of each main frame. The connecting pipe fitting 2 penetrates the connection point of the outer support pipe fitting 6 and the main frame.
The main frame is provided with a plurality of subframes, an inner supporting pipe fitting 5 is fixedly connected in any subframe, and the inner supporting pipe fitting 5 is a square pipe. The inner support pipe 5 coincides with a diagonal line in the subframe, and extension lines of the inner support pipe 5 in the length direction in the adjacent subframe intersect with each other.
The whole truss type steel form of this scheme adopts the support truss to connect each panel unit for the steel form is whole more firm, has reduced the template and has assembled and fixed time, and the whole truss type steel form of this scheme can effectually avoid phenomenon such as "running the mould", broken line snakelike to take place in the middle of the construction.
The foregoing is merely exemplary embodiments of the present utility model, and specific structures and features that are well known in the art are not described in detail herein. It should be noted that modifications and improvements can be made by those skilled in the art without departing from the structure of the present utility model, and these should also be considered as the scope of the present utility model, which does not affect the effect of the implementation of the present utility model and the utility of the patent. The protection scope of the present application shall be subject to the content of the claims, and the description of the specific embodiments and the like in the specification can be used for explaining the content of the claims.
Claims (5)
1. Integral truss type steel form, its characterized in that: the steel mould comprises a steel mould panel and a supporting truss, wherein the steel mould panel is formed by splicing a plurality of panel units, the supporting truss comprises a plurality of main frames which are arranged in parallel, a plurality of outer supporting pipe fittings are fixedly connected between the adjacent main frames, the main frames are provided with a group of transverse steel frames and a plurality of groups of longitudinal steel frames, and the longitudinal steel frames are fixedly connected with the splicing parts of the transverse steel frames and the panel units;
each transverse steel frame is arranged in parallel, and each longitudinal steel frame is arranged in parallel and is respectively and fixedly connected between a pair of transverse steel frames;
the transverse steel frame is a square tube, the two ends of the transverse steel frame are respectively a first end part and a second end part, and the pipe diameter of the transverse steel frame is gradually increased along the direction from the first end part to the second end part;
the outer support pipe fitting is square pipe, outer support pipe fitting is the slope form and sets up between two adjacent main frames, and outer support pipe fitting's both ends weld respectively in the horizontal steelframe of two adjacent main frames.
2. The integral truss steel form of claim 1, wherein: the main frame is provided with a plurality of subframes, an inner supporting pipe fitting is fixedly connected in any one subframe, and the inner supporting pipe fitting is a square pipe.
3. The integral truss steel form of claim 2, wherein: the inner support pipe fitting coincides with a diagonal line in the subframe, and extension lines of the inner support pipe fitting in the adjacent subframe in the length direction are mutually intersected.
4. The integral truss steel form of claim 1, wherein: the connecting pipe fitting is square pipe, the connecting pipe fitting is fixedly connected to the transverse steel frame of each main frame.
5. The integral truss steel form of claim 4, wherein: the connecting pipe fitting penetrates through the connecting point of the outer supporting pipe fitting and the main frame.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321688131.4U CN220266474U (en) | 2023-06-29 | 2023-06-29 | Integral truss type steel template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321688131.4U CN220266474U (en) | 2023-06-29 | 2023-06-29 | Integral truss type steel template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220266474U true CN220266474U (en) | 2023-12-29 |
Family
ID=89300414
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321688131.4U Active CN220266474U (en) | 2023-06-29 | 2023-06-29 | Integral truss type steel template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220266474U (en) |
-
2023
- 2023-06-29 CN CN202321688131.4U patent/CN220266474U/en active Active
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