CN221608736U - Steel mould for hydraulic engineering concrete placement - Google Patents
Steel mould for hydraulic engineering concrete placement Download PDFInfo
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- CN221608736U CN221608736U CN202420047784.2U CN202420047784U CN221608736U CN 221608736 U CN221608736 U CN 221608736U CN 202420047784 U CN202420047784 U CN 202420047784U CN 221608736 U CN221608736 U CN 221608736U
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- template
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 49
- 239000010959 steel Substances 0.000 title claims abstract description 49
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 25
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims abstract description 13
- 238000003780 insertion Methods 0.000 claims description 7
- 230000037431 insertion Effects 0.000 claims description 7
- 125000006850 spacer group Chemical group 0.000 claims description 4
- 238000005728 strengthening Methods 0.000 claims description 4
- 238000005266 casting Methods 0.000 claims 5
- 238000010276 construction Methods 0.000 abstract description 5
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 4
- 230000009286 beneficial effect Effects 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 230000004075 alteration Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 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
- 238000000465 moulding Methods 0.000 description 1
- 238000007493 shaping process Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
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- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The utility model relates to the technical field of hydraulic engineering construction, in particular to a steel mould for hydraulic engineering concrete pouring, which comprises two groups of oppositely arranged vertical plates, wherein front templates connected with the side edges of the vertical plates are arranged at the front sides of the vertical plates, back templates are arranged at the side edges of the vertical plates opposite to the front templates, a space for concrete pouring is formed between the vertical plates, the front templates and the back templates, the front templates comprise a plurality of groups of mutually stacked and spliced rectangular templates, reinforcing ribs are arranged on the side walls of each group of rectangular templates facing the outer side, connecting parts for connecting the two adjacent groups of rectangular templates are arranged at the upper end and the lower end of the reinforcing ribs arranged in the vertical direction, positioning reinforcing steel bars are inserted into the connecting parts, and the rectangular templates realize the angle adjustment of the two adjacent groups of rectangular templates by taking the connecting parts as circle centers so as to adapt to slope concrete pouring of hydraulic engineering. The problem that the conventional steel die cannot be matched with a water gradient, independent customization is needed, and the customized steel die cannot be welded and fixed in size to be matched with various gradients is solved.
Description
Technical Field
The utility model relates to the technical field of hydraulic engineering construction, in particular to a steel mould for hydraulic engineering concrete pouring.
Background
The concrete steel template is a template for molding a concrete structure and a component according to the required geometric dimension and space position, the shape, the dimension and the mutual position of the concrete steel template meet the design requirement, the guarantee after the concrete pouring is within the allowable deviation, the concrete steel template has enough strength and stability, the weight and the construction load of the poured concrete can be born, the situation that serious deformation, overturning or instability does not occur is guaranteed, in the hydraulic engineering construction, the slope protection of the concrete is required to be poured, the conventional steel template is mainly arranged vertically, if the slope protection is required to be specially customized, and the welding is completed in advance according to the specific dimension, but the die dimension fixing cannot meet the requirement of the slope in various hydraulic engineering, so that the die cannot be reused.
Disclosure of utility model
(One) solving the technical problems
Aiming at the defects of the prior art, the utility model provides a steel mould for hydraulic engineering concrete pouring, which solves the problems that the existing steel mould cannot be matched with a hydraulic slope, the steel mould needs to be independently customized, and the welding and fixing of the customized steel mould size cannot be matched with the needs of various slopes.
(II) technical scheme
In order to achieve the above purpose, the present utility model provides the following technical solutions: the steel mould for hydraulic engineering concrete pouring comprises two groups of oppositely arranged vertical plates, wherein front templates connected with the side edges of the vertical plates are arranged on the front sides of the vertical plates, back templates are arranged on the side edges of the vertical plates opposite to the front templates, and a space for concrete pouring is formed between the vertical plates and the front templates as well as between the vertical plates and the back templates;
The front template comprises a plurality of groups of mutually stacked and spliced rectangular templates, wherein the side wall of each group of rectangular templates facing to the outer side is provided with vertically arranged reinforcing ribs, the upper end and the lower end of each reinforcing rib arranged in the vertical direction are provided with connecting parts for connecting two adjacent groups of rectangular templates, positioning reinforcing steel bars are inserted into the connecting parts, and the rectangular templates take the connecting parts as circle centers to realize the angle adjustment of the two adjacent groups of rectangular templates so as to adapt to slope concrete pouring of water conservancy projects.
Preferably, the connecting part comprises a protruding insertion ring arranged at the top end of the reinforcing rib, and the bottom end of the reinforcing rib is provided with an insertion ring which is inserted with the insertion ring of the adjacent rectangular template reinforcing rib.
Preferably, the reinforcing ribs are a plurality of reinforcing ribs which are arranged in parallel, the side wall of the reinforcing rib in the vertical direction is provided with holes for inserting positioning reinforcing steel bars, and the holes are multiple groups and are uniformly arranged on the reinforcing ribs.
Preferably, the positioning steel bars are inserted into the holes in the horizontal direction, so that connection of a plurality of rectangular templates is realized.
Preferably, the side edge and the top side edge of the vertical plate corresponding to the front template are provided with positioning grooves for inserting positioning steel bars, and the rectangular template is connected with the vertical plate by inserting the positioning steel bars into the reinforcing steel bars and the positioning grooves.
Preferably, the length of the positioning steel bar inserted in the positioning groove is larger than the length of the positioning steel bar inserted in the connecting part, and the diameter of the positioning steel bar is matched with the diameter of the opening and the diameter of the positioning groove.
(III) beneficial effects
Compared with the prior art, the utility model provides the steel mould for hydraulic engineering concrete pouring, which has the following beneficial effects:
Through setting up a plurality of rectangle templates that splice each other and can adjust inclination according to the demand on slope, treat that a plurality of rectangle templates stack the back of connecting, according to the slope of needs, the rectangle template that is located upper portion is along connecting portion orientation riser and the opposite direction slope of the lateral wall of front bezel connection one side, reaches the inclination of needs, later adopts the spacer bar to peg graft spacingly, is convenient for follow-up concrete shaping, helps the reuse of steel mould in the time of being convenient for demolish.
Drawings
The accompanying drawings, which are included to provide a further understanding of the application and are incorporated in and constitute a part of this specification, illustrate embodiments of the application and together with the description serve to explain the application and do not constitute a limitation on the application. In the drawings:
FIG. 1 is a schematic diagram of the overall structure of a steel die of the utility model;
FIG. 2 is a schematic view of the connection between the front templates and the risers according to the present utility model;
FIG. 3 is a schematic view of the front form of the present utility model.
Reference numerals illustrate:
1. A riser; 11. a positioning groove; 2. a front template; 21. a rectangular template; 22. reinforcing ribs; 221. opening holes; 23. a connection part; 231. protruding the insert ring; 232. a plug ring; 24. and positioning the steel bar.
Detailed Description
The following detailed description of embodiments of the present application will be given with reference to the accompanying drawings and examples, by which the implementation process of how the present application can be applied to solve the technical problems and achieve the technical effects can be fully understood and implemented.
Fig. 1-3 are views showing an embodiment of the present utility model, a steel form for hydraulic engineering concrete pouring, including two sets of opposite risers 1, a front template 2 connected to the sides of the risers 1 is provided on the front side of the risers 1, a back template is provided on the side of the risers 1 opposite to the front template 2, a space for concrete pouring is formed between the risers 1, the front template 2 and the back template, in actual operation, the risers 1, the front template 2 and the side of the back template are connected and installed, a space for pouring is formed in the middle, steel bars are implanted into the space, and then concrete pouring is performed;
The front template 2 comprises a plurality of groups of rectangular templates 21 which are stacked and inserted mutually, wherein the side wall of each group of rectangular templates 21 facing to the outside is provided with a vertically arranged reinforcing rib 22, the upper end and the lower end of the reinforcing rib 22 which are arranged in the vertical direction are provided with connecting parts 23 for connecting two adjacent groups of rectangular templates 21, positioning reinforcing steel bars 24 are inserted in the connecting parts 23, the rectangular templates 21 take the connecting parts 23 as circle centers to realize the angle adjustment of the two adjacent groups of rectangular templates 21 so as to adapt to the slope concrete pouring of the water conservancy project, in actual work, the bottom of the slope protection is provided with a straight slope which is perpendicular to the ground and is used for being in contact with the water surface according to the requirement of the site construction environment, firstly, one group of rectangular templates 21 are installed at the junction of the bottom between two groups of vertical plates 1, then a second group of rectangular templates 21 are placed and installed above the rectangular templates 21 which are already installed, and during installation, the bottom connecting parts 23 of the second group of rectangular templates 21 are connected with the connecting parts 23 at the top of the rectangular templates 21 which are arranged, and the slope concrete 21 which are positioned at the upper part is required by the slope is required by the hydraulic engineering is inclined along the connecting parts 23 facing to the side wall of the vertical plates 1 and one side of the front templates which is required to incline, thus the subsequent forming of the concrete is convenient.
The connecting portion 23 is including setting up in the protruding ring 231 that inserts on the top of perpendicular strengthening rib 22, the bottom of strengthening rib 22 is equipped with the grafting ring 232 of pegging graft with the protruding ring 231 of inserting of adjacent rectangle template 21 strengthening rib 22, in actual operation, when installing rectangle template 21, peg graft the grafting ring 232 of rectangle template 21 bottom of top in the protruding ring 231 of inserting at rectangle template 21 top of below, later insert the spacer bar 24 in a plurality of connecting portions 23, realize the swing joint of upper and lower two sets of rectangle templates 21, a plurality of connecting portions 23 are the horizontal direction arrangement simultaneously, when the angle between two sets of rectangle templates 21 is adjusted to needs, guarantee the smoothness of regulation.
The reinforcing ribs 22 are a plurality of parallel arranged, the side walls of the reinforcing ribs 22 in the vertical direction are provided with a plurality of holes 221 for inserting the positioning reinforcing steel bars 24, the holes 221 are uniformly arranged on the reinforcing ribs 22, the positioning reinforcing steel bars 24 are inserted in the holes 221 in the horizontal direction, the connection of a plurality of rectangular templates 21 is realized, the side edges and the top side edges of the vertical plates 1 corresponding to the front templates 2 are provided with positioning grooves 11 for inserting the positioning reinforcing steel bars 24, the rectangular templates 21 are inserted in the reinforcing steel bars 22 and the positioning grooves 11 through the positioning reinforcing steel bars 24 to realize the connection with the vertical plates 1, in actual operation, when the rectangular templates 21 are installed, the positioning reinforcing steel bars 24 are inserted in the holes 221, meanwhile, the two ends of the positioning reinforcing steel bars 24 are inserted in the positioning grooves 11 to realize the installation of the rectangular templates 21 and the vertical plates 1, when the angle of the rectangular templates 21 is adjusted, the positioning steel bars 24 positioned at the uppermost side edges of the top walls of the rectangular templates 21 correspondingly extend to the upper sides of the vertical plates 1, and the positioning grooves 11 corresponding to the top walls of the corresponding to the positioning grooves 11 after the angle adjustment of the vertical plates 1 are correspondingly inserted in the positioning grooves 11 corresponding to the positioning grooves 221 after the angle adjustment of the top walls of the rectangular templates 11, and the inclination of the rectangular templates 21 are adjusted, and the inclination of the positioning steel bars 21 is limited after the angle adjustment is achieved; when the pouring work is finished and the steel mould is required to be removed after the concrete is solidified, the positioning steel bars 24 are firstly taken down, then the rectangular templates 21 are taken down from top to bottom, and then the vertical plate 1 is taken out, so that the steel mould is convenient to use in the next pouring work.
The length of the positioning steel bar 24 inserted in the positioning groove 11 is larger than that of the connecting portion 23 so as to ensure that two ends of the positioning steel bar 24 inserted in the positioning groove 11 can be inserted into the positioning groove 11, the positioning steel bar 24 inserted in the connecting portion 23 is not blocked by the vertical plate 1 when the angle of the positioning steel bar 24 is adjusted along with the rectangular template 21, and the diameter of the positioning steel bar 24 is matched with the diameter of the opening 221 and the diameter of the positioning groove 11 so as to ensure smooth insertion and removal of the positioning steel bar 24.
Although embodiments of the present utility model have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made therein without departing from the principles and spirit of the utility model, the scope of which is defined in the appended claims and their equivalents.
Claims (6)
1. The utility model provides a hydraulic engineering steel mould for concrete placement, includes two sets of riser (1) of relative setting, its characterized in that: the front side of the vertical plate (1) is provided with a front template (2) connected with the side edge of the vertical plate (1), the side edge of the vertical plate (1) opposite to the front template (2) is provided with a back template, and a space for concrete pouring is formed between the vertical plate (1) and the front template (2) and between the vertical plate and the back template;
The front template (2) comprises a plurality of groups of mutually stacked and inserted rectangular templates (21), wherein vertical arranged reinforcing ribs (22) are arranged on the side wall of each group of rectangular templates (21) towards the outer side, connecting portions (23) for connecting two adjacent groups of rectangular templates (21) are arranged at the upper end and the lower end of each reinforcing rib (22) arranged in the vertical direction, positioning steel bars (24) are inserted into the connecting portions (23), and the rectangular templates (21) are used for realizing angle adjustment of the two adjacent groups of rectangular templates (21) by taking the connecting portions (23) as circle centers so as to adapt to slope concrete pouring of water-resource engineering.
2. The steel form for hydraulic engineering concrete casting according to claim 1, wherein: the connecting part (23) comprises a protruding insertion ring arranged at the top end of the reinforcing rib (22), and an insertion ring (232) which is inserted with the insertion ring of the reinforcing rib (22) of the adjacent rectangular template (21) is arranged at the bottom end of the reinforcing rib (22).
3. The steel form for hydraulic engineering concrete casting according to claim 1, wherein: the reinforcing ribs (22) are arranged in parallel, holes (221) for inserting the positioning reinforcing steel bars (24) are formed in the side walls of the reinforcing ribs (22) in the vertical direction, and the holes (221) are formed in multiple groups and are uniformly arranged on the reinforcing ribs (22).
4. A steel form for hydraulic engineering concrete casting according to claim 3, wherein: the positioning steel bars (24) are inserted into the holes (221) in the horizontal direction, so that connection of a plurality of rectangular templates (21) is realized.
5. A steel form for hydraulic engineering concrete casting according to claim 3, wherein: the side and the top side of riser (1) corresponding front template (2) are equipped with confession spacer bar (24) male constant head tank (11), rectangle template (21) are pegged graft in strengthening rib (22) and constant head tank (11) through spacer bar (24) and are realized being connected with riser (1).
6. The steel form for hydraulic engineering concrete casting according to claim 5, wherein: the length of the positioning steel bar (24) inserted into the positioning groove (11) is larger than the length of the positioning steel bar inserted into the connecting part (23), and the diameter of the positioning steel bar (24) is matched with the diameter of the opening (221) and the diameter of the positioning groove (11).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202420047784.2U CN221608736U (en) | 2024-01-09 | 2024-01-09 | Steel mould for hydraulic engineering concrete placement |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202420047784.2U CN221608736U (en) | 2024-01-09 | 2024-01-09 | Steel mould for hydraulic engineering concrete placement |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN221608736U true CN221608736U (en) | 2024-08-27 |
Family
ID=92431930
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202420047784.2U Active CN221608736U (en) | 2024-01-09 | 2024-01-09 | Steel mould for hydraulic engineering concrete placement |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN221608736U (en) |
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2024
- 2024-01-09 CN CN202420047784.2U patent/CN221608736U/en active Active
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