CN220579925U - Combined template for construction of overflow surface hole downstream inverted suspension body - Google Patents
Combined template for construction of overflow surface hole downstream inverted suspension body Download PDFInfo
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- CN220579925U CN220579925U CN202321920438.2U CN202321920438U CN220579925U CN 220579925 U CN220579925 U CN 220579925U CN 202321920438 U CN202321920438 U CN 202321920438U CN 220579925 U CN220579925 U CN 220579925U
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- 238000010276 construction Methods 0.000 title claims abstract description 28
- 239000000725 suspension Substances 0.000 title claims abstract description 21
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 91
- 239000010959 steel Substances 0.000 claims abstract description 91
- 239000002131 composite material Substances 0.000 claims description 6
- 238000010030 laminating Methods 0.000 claims description 3
- 238000009434 installation Methods 0.000 abstract description 5
- 230000003014 reinforcing effect Effects 0.000 description 7
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 4
- 238000009415 formwork Methods 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 239000010813 municipal solid waste Substances 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Classifications
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/20—Hydro energy
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- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The utility model provides a combined template for construction of an inverted suspension body at the downstream of an overflow surface hole, which comprises a steel bar column vertically and fixedly arranged on a concrete platform and a trestle platform fixedly arranged on the end face of the concrete platform, wherein a brace is fixedly connected between the concrete platform and the steel bar column, the other side of the steel bar column is connected with a steel tube bent frame obliquely arranged above the trestle platform through the brace, the side wall of the steel tube bent frame, which is close to the steel bar column, is fixedly connected with a combined steel template, the movable end of the brace penetrates through the combined steel template and is fixedly connected with the steel tube bent frame, and the bottom end of the combined steel template is abutted against the top face of the concrete platform. The utility model has the effect of improving the transportation and installation efficiency of the template for the construction of the inverted suspension body.
Description
Technical Field
The utility model relates to the technical field of inverted suspension construction dies, in particular to a combined template for inverted suspension construction at the downstream of an overflow surface hole.
Background
The dam body of the reservoir dam is provided with a water discharge channel such as a bottom hole, a hollow or surface hole and the like, and the water inlet and outlet of the water discharge channel and the water discharge channel are usually provided with an inverted suspension body for installing a gate and a trash rack.
When carrying out the construction of the body of hanging upside down, the template needs the slope to arrange, can arrange the reinforcing bar post generally, and through reinforcing bar post collocation brace, brace connection template carries out the construction of pouring of the body of hanging upside down through the template, and current integral type template is though structural stability is strong, but integral type template is bulky, weight is big, and handling and installation template degree of difficulty are big, lead to the construction degree of difficulty height.
Disclosure of Invention
Aiming at the defects existing in the prior art, the utility model provides a combined template for construction of an overflow surface hole downstream inverted suspension body, which solves the problem of high construction difficulty of an integrated template existing in the prior art.
According to the embodiment of the utility model, the combined template for construction of the inverted suspension body at the downstream of the overflow surface hole comprises a steel bar column vertically and fixedly arranged on a concrete platform and a trestle platform fixedly arranged on the end face of the concrete platform, wherein a brace is fixedly connected between the concrete platform and the steel bar column, the other side of the steel bar column is connected with a steel pipe bent frame obliquely arranged above the trestle platform through the brace, the side wall of the steel pipe bent frame, which is close to the steel bar column, is fixedly connected with a combined steel template, the movable end of the brace penetrates through the combined steel template and is fixedly connected with the steel pipe bent frame, and the bottom end of the combined steel template is abutted against the top face of the concrete platform.
Preferably, one end of the brace is connected with the concrete platform through a ground anchor, the other end of the brace is connected with a pull rod, and the pull rod is locked on the steel pipe bent through a nut.
Preferably, a gasket is arranged between the steel pipe bent and the nut.
Preferably, the bottom of combination steel form is connected with the concatenation template, and connects through the concatenation template the top surface of concrete platform, the concatenation template includes vertical section and slope section, and the top of vertical section and the bottom of slope section are provided with the concatenation interface, and vertical section is fixed in on the terminal surface of concrete platform.
Preferably, the steel bar column is a triangular prism, a limit frame is buried at the top of the concrete platform, and the steel bar column is positioned in the limit frame.
Preferably, the vertical cross section of landing stage platform becomes right triangle structure, the lateral wall laminating of landing stage platform in concrete platform's end wall, horizontal fixedly connected with fixed pull rod on the lateral wall of landing stage platform, fixed pull rod is located inside the concrete platform, fixed pull rod fixed connection is on the spacing.
Compared with the prior art, the utility model has the following beneficial effects:
pouring construction of the inverted suspension body is carried out by adopting a combined template, a trestle platform in the combined template is used for standing of constructors, the moving range of the constructors is increased, the constructors can conveniently install the steel pipe bent and the combined steel template, the steel pipe bent is fixed through the steel bar columns by the braces, and the stability of the steel pipe bent is guaranteed by the densely arranged braces; and finally, pouring construction of the inverted suspension body is performed through the combined steel templates arranged on the steel pipe bent, the difficulty of transportation and installation can be reduced through lifting and installing the combined templates piece by piece, and the efficiency of template installation is ensured.
Drawings
Fig. 1 is a schematic structural diagram of an embodiment of the present utility model.
In the above figures: 1. a trestle platform; 2. fixing the pull rod; 3. a steel bar column; 4. a limiting frame; 5. bracing; 6. an earth anchor; 7. a steel pipe bent; 8. a pull rod; 9. assembling a steel template; 10. and splicing templates.
Detailed Description
The technical scheme of the utility model is further described below with reference to the accompanying drawings and examples.
As shown in fig. 1, the transportation and installation construction of the inverted suspension construction formwork are conveniently performed. The utility model provides a combined template for construction of an inverted suspension body at the downstream of an overflow surface hole, which comprises a steel bar column 3 vertically and fixedly arranged on a concrete platform and a trestle platform 1 fixedly arranged on the end surface of the concrete platform, wherein a brace 5 is fixedly connected between the concrete platform and the steel bar column 3, the other side of the steel bar column 3 is connected with a steel pipe bent frame 7 obliquely arranged above the trestle platform 1 through the brace 5, the side wall of the steel pipe bent frame 7, which is close to the steel bar column 3, is fixedly connected with a combined steel template 9, the movable end of the brace 5 penetrates through the combined steel template 9 and is fixedly connected with the steel pipe bent frame 7, and the bottom end of the combined steel template 9 is abutted to the top surface of the concrete platform.
When the combined formwork is installed and constructed, the trestle platform 1 is fixed on the end wall of the concrete platform, the trestle platform 1 is of a steel frame structure, the formwork is paved at the top of the trestle platform 1, the protective guard is installed at the edge of the top of the trestle platform 1, and the dense-woven safety nets are arranged at the bottom and two ends of the trestle platform 1 and used for improving the safety of construction.
And then installing the steel bar column 3, inserting the steel bar column 3 into the top of the concrete platform, burying a ground anchor 6 in the concrete platform, fixedly connecting one end of a brace 5 to the top of the ground anchor 6, connecting the steel pipe bent 7 through the steel bar column 3 by the brace 5, and fixing the steel pipe bent 7. When the steel pipe bent 7 and the fixed mounting steel pipe bent 7 are connected by the brace 5, constructors stand on the trestle platform 1, after the construction of the steel pipe bent 7 is completed, whether gaps exist in the combined steel templates 9 fixed on the steel pipe bent 7 or not is checked, and pouring construction of the inverted suspension body can be performed after the checking is completed.
As shown in fig. 1, in order to improve the stability of the connection between the braces 5 and the steel pipe bent 7. One end of the brace 5 is connected with the concrete platform through a ground anchor 6, the other end of the brace is connected with a pull rod 8, and the pull rod 8 is locked on the steel pipe bent 7 through a nut. The steel pipe bent 7 becomes parallelogram structure, is built by the steel pipe and forms, is fixed with pull rod 8 in steel pipe bent 7, when using pull rod 5 to connect steel pipe bent 7, utilizes pull rod 8 to be connected with pull rod 5, improves the efficiency of construction to pull rod 5 is the same with pull rod 8 inclination, and the application of force is more stable.
As shown in fig. 1, in order to increase the stress area between the tie rod 8 and the steel pipe bent 7. A gasket is arranged between the steel pipe bent 7 and the nut.
As shown in fig. 1, the sealability of the composite steel form 9 is improved. The bottom of combination steel form 9 is connected with concatenation template 10, and connects through concatenation template 10 concrete platform's top surface, concatenation template 10 includes vertical section and slope section, and vertical section's top and slope section's bottom are provided with the concatenation interface, and vertical section is fixed in on concrete platform's the terminal surface. The combined steel template 9 is attached to the side wall of the steel pipe bent 7, and gaps between the combined steel template 9 and the top surface of the concrete platform are not easy to seal, so that the spliced template 10 is arranged at the bottom end of the combined steel template 9, the spliced template 10 is a wood template, the spliced template 10 is conveniently cut, tightness between the combined spliced template 10 and the concrete platform and the combined steel template 9 is guaranteed, and the construction efficiency of the inverted suspension body is improved.
As shown in fig. 1, in order to secure stability of the reinforcing bar column 3. The steel bar column 3 is a triangular prism, the limit frame 4 is buried at the top of the concrete platform, and the steel bar column 3 is positioned in the limit frame 4. The spacing 4 is two vertical steel sheets for inserting concrete platform top surface, and the reinforcing bar post 3 inserts between two vertical steel sheets, and reinforcing bar post 3 includes three reinforcing bars, passes through steel bar welding and iron wire ligature between the three reinforcing bars to guarantee intensity.
As shown in fig. 1, to ensure stability of the landing stage platform 1. The vertical cross section of landing stage platform 1 becomes right triangle structure, landing stage platform 1's lateral wall laminating in concrete platform's end wall, horizontal fixedly connected with fixed pull rod 2 on landing stage platform 1's the lateral wall, fixed pull rod 2 is located inside the concrete platform, fixed pull rod 2 fixed connection is on spacing 4. A fixed pull rod 2 is reserved in the concrete platform, the trestle platform 1 is lifted to the end wall side of the concrete platform, the trestle platform 1 is connected with the fixed pull rod 2 through a high-strength bolt, and the trestle platform 1 is stably built on the end wall of the concrete platform.
Claims (6)
1. The utility model provides an overflow table hole low reaches is combination template for suspension construction, its characterized in that: including vertical fixed steel column (3) that set up on concrete platform and fixed landing stage platform (1) that set up on concrete platform terminal surface, fixedly connected with brace (5) between concrete platform and the steel column (3), steel pipe bent frame (7) of slope arrangement in landing stage platform (1) top are passed through in the opposite side of steel column (3) connection brace (5), steel pipe bent frame (7) are close to fixedly connected with combination steel form (9) on the lateral wall of steel column (3), the expansion end of brace (5) runs through combination steel form (9) and fixedly connected with steel pipe bent frame (7), the bottom butt of combination steel form (9) is on concrete platform's top surface.
2. The composite template for construction of the inverted suspension body at the downstream of the overflow surface hole as claimed in claim 1, wherein: one end of the brace (5) is connected with the concrete platform through a ground anchor (6), the other end of the brace is connected with a pull rod (8), and the pull rod (8) is locked on the steel pipe bent (7) through a nut.
3. The composite template for construction of the inverted suspension body at the downstream of the overflow surface hole as claimed in claim 2, wherein: a gasket is arranged between the steel pipe bent (7) and the nut.
4. The composite template for construction of the inverted suspension body at the downstream of the overflow surface hole as claimed in claim 1, wherein: the bottom of combination steel form (9) is connected with concatenation template (10), and connects through concatenation template (10) concrete platform's top surface, concatenation template (10) are provided with the concatenation interface including vertical section and slope section, vertical section's top and slope section's bottom, and vertical section is fixed in on concrete platform's the terminal surface.
5. The composite template for construction of the inverted suspension body at the downstream of the overflow surface hole as claimed in claim 1, wherein: the steel bar column (3) is a triangular prism, a limit frame (4) is buried at the top of the concrete platform, and the steel bar column (3) is located in the limit frame (4).
6. The composite template for construction of the inverted suspension body at the downstream of the overflow surface hole as claimed in claim 5, wherein: the vertical cross section of landing stage platform (1) becomes right triangle structure, the lateral wall laminating of landing stage platform (1) in concrete platform's end wall, horizontal fixedly connected with fixed pull rod (2) on the lateral wall of landing stage platform (1), fixed pull rod (2) are located inside the concrete platform, fixed pull rod (2) fixed connection is on spacing (4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321920438.2U CN220579925U (en) | 2023-07-20 | 2023-07-20 | Combined template for construction of overflow surface hole downstream inverted suspension body |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321920438.2U CN220579925U (en) | 2023-07-20 | 2023-07-20 | Combined template for construction of overflow surface hole downstream inverted suspension body |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220579925U true CN220579925U (en) | 2024-03-12 |
Family
ID=90119357
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321920438.2U Active CN220579925U (en) | 2023-07-20 | 2023-07-20 | Combined template for construction of overflow surface hole downstream inverted suspension body |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220579925U (en) |
-
2023
- 2023-07-20 CN CN202321920438.2U patent/CN220579925U/en active Active
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