CN213971756U - Assembled fishway pool room precast beam retractable formwork - Google Patents
Assembled fishway pool room precast beam retractable formwork Download PDFInfo
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- CN213971756U CN213971756U CN202022758524.0U CN202022758524U CN213971756U CN 213971756 U CN213971756 U CN 213971756U CN 202022758524 U CN202022758524 U CN 202022758524U CN 213971756 U CN213971756 U CN 213971756U
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Abstract
The utility model relates to an assembled fishway pond room precast beam expansion die board, including truss, fixed module, activity module and join in marriage the template, install the track on the truss, fixed module along the track push the truss after and with the one end fixed connection of truss, the activity module along the track push the truss after with the other end fixed connection of truss together, through joining in marriage template fixed connection together between fixed module and the activity module. Adopt the technical scheme of the utility model, before the precast beam of construction, choose for use the standard festival steel form of corresponding quantity to assemble and form fixed module or movable module according to the design length size of precast beam, again according to fixed module, movable module and precast beam design length size calculate the length of joining in marriage the template, the precast beam length size of final shaping has been guaranteed, this template system commonality is strong, can carry out nimble configuration and use, the template utilization efficiency is improved, the resource is saved, the truss location is passed through in the template equipment, the equipment precision is high and the packaging efficiency is high.
Description
Technical Field
The utility model belongs to the construction engineering field especially relates to an assembled fishway pond room precast beam flexible template.
Background
With the development of hydropower station construction engineering technology, the application of the fabricated building structure is gradually wide, and before various fabricated buildings are built, various prefabricated components in the buildings need to be prepared. Even if one common prefabricated component of the precast beam is a common prefabricated component, most of the prefabricated components are cast by concrete, and in order to enable the prefabricated component to reach an ideal shape size or specification after the concrete is cast, a corresponding template needs to be prepared.
SUMMERY OF THE UTILITY MODEL
In order to solve the technical problem, the utility model provides an assembled fishway pond room precast beam flexible template.
The utility model discloses a following technical scheme can realize.
The utility model provides an assembled fishway pool room precast beam expansion die board, include truss, fixed module, activity module and join in marriage the template, install the track on the truss, fixed module along the track is pushed behind the truss and with the one end fixed connection of truss, the activity module along the track is pushed behind the truss with the other end fixed connection of truss is in the same place, through joining in marriage between fixed module and the activity module and joining in marriage template fixed connection together.
The fixed module or the matched template is formed by splicing and fixing a plurality of standard section steel templates with the same length.
The length of the standard section steel formwork is 3 m.
The material of the matching template is wood.
The length of the adapting template is 3 m-6 m.
And the bottom of the fixed module or the movable module is also provided with a roller.
The truss is formed by welding a plurality of I-shaped steel bars.
The whole cross section of the fixed module or the movable module is U-shaped.
The prefabricated beam telescopic formwork for the assembled fishway pool chamber further comprises a support rod, and two ends of the support rod are respectively supported against two sides of the U-shaped opening end of the fixed module or the movable module.
The cross section dimension specification adopted by the stay bar is not less than: the length multiplied by the width is 100mm multiplied by 100 mm.
The beneficial effects of the utility model reside in that: by adopting the technical proposal of the utility model, before the construction of the precast beam, the fixed module or the movable module with corresponding length specification is selected according to the design size of the precast beam, because the fixed module or the movable module is formed by splicing and fixing a plurality of standard section steel templates with the same length together, namely, the length of the fixed module or the movable module is integral multiple of the length of the standard section steel templates, and then the length of the corresponding adapting template can be calculated according to the sum of the length of the fixed module and the movable module and the design size of the precast beam, thereby finally pouring the concrete to obtain the precast beam with the same length dimension as the design size, although the length of the fixed module or the movable module is integral multiple of the length of the standard section steel templates, the length range of the adapting template can be selected with larger scope, and the fixed module or the movable module with different lengths can be assembled by selecting the standard section steel templates with different numbers, then can pour the precast beam who obtains multiple different length specifications, the purpose that a set of template system is applied to the precast beam preparation of multiple specification has been realized, the template utilization efficiency has been promoted, resources are saved, in addition, when assembling the template system, fix a position fixed module or movable module through the truss, and inject precast beam U type open end size through the vaulting pole, the final shaping size of precast beam has been guaranteed, establish the basis for promoting precast beam shaping quality, fixed module or movable module bottom still install the gyro wheel, be convenient for assemble into the template system with it, be favorable to promoting work efficiency.
Drawings
Fig. 1 is a front view of the present invention;
fig. 2 is a cross-sectional view of the adaptor template of fig. 1 according to the present invention.
In the figure: 1-truss, 2-fixed module, 3-movable module, 4-adapting template, 5-track, 6-standard section steel template, 7-roller, 8-brace rod and 10-precast beam.
Detailed Description
The technical solution of the present invention is further described below, but the scope of the claimed invention is not limited to the described.
As shown in fig. 1 and 2, the utility model provides an assembled fishway pond room precast beam expansion die board, including truss 1, fixed module 2, activity module 3 and join in marriage template 4, install track 5 on the truss 1, fixed module 2 along track 5 push in behind the truss 1 and with truss 1's one end fixed connection, activity module 3 along track 5 push in behind the truss 1 with truss 1's other end fixed connection together, through joining in marriage between fixed module 2 and the activity module 3 template 4 fixed connection together.
Furthermore, the fixed module 2 or the adapting template 4 is formed by splicing and fixing a plurality of standard section steel templates 6 with the same length. Preferably the standard section steel form 6 is 3m in length. The material of the adapting template 4 is wood. The length of the adapting template 4 is 3 m-6 m. The bottom of the fixed module 2 or the movable module 3 is also provided with a roller 7. The truss 1 is formed by welding a plurality of I-shaped steel. In the actual construction process, the number N of the standard section steel templates 6 forming the fixed module 2 or the movable module 3 can be selected according to the design length L of the precast beam 101、N2Because the length of the standard section steel template 6 is 3m, the length required by the matched connection template 4 can be calculated as follows:
X＝L-(N1+N2) X 3, and then installing an appropriate length of the adapting template 4 according to the requirement.
In addition, the fixed module 2 or the movable module 3 has a U-shaped cross section as a whole. The prefabricated beam telescopic formwork of the assembled fishway pool chamber further comprises a support rod 8, and two ends of the support rod 8 are respectively propped against two sides of the U-shaped opening end of the fixed module 2 or the movable module 3. The cross section dimension specification of the stay bar 8 is not less than: the length multiplied by the width is 100mm multiplied by 100 mm. The stay bar 8 is used for limiting the width dimension of the U-shaped opening end of the fixed module 2 or the movable module 3, and the width dimension precision of the corresponding U-shaped opening end of the precast beam 10 after pouring forming is guaranteed.
By adopting the technical proposal of the utility model, before the construction of the precast beam, the fixed module or the movable module with corresponding length specification is selected according to the design size of the precast beam, because the fixed module or the movable module is formed by splicing and fixing a plurality of standard section steel templates with the same length together, namely, the length of the fixed module or the movable module is integral multiple of the length of the standard section steel templates, and then the length of the corresponding adapting template can be calculated according to the sum of the length of the fixed module and the movable module and the design size of the precast beam, thereby finally pouring the concrete to obtain the precast beam with the same length dimension as the design size, although the length of the fixed module or the movable module is integral multiple of the length of the standard section steel templates, the length range of the adapting template can be selected with larger scope, and the fixed module or the movable module with different lengths can be assembled by selecting the standard section steel templates with different numbers, then can pour the precast beam who obtains multiple different length specifications, the purpose that a set of template system is applied to the precast beam preparation of multiple specification has been realized, the template utilization efficiency has been promoted, resources are saved, in addition, when assembling the template system, fix a position fixed module or movable module through the truss, and inject precast beam U type open end size through the vaulting pole, the final shaping size of precast beam has been guaranteed, establish the basis for promoting precast beam shaping quality, fixed module or movable module bottom still install the gyro wheel, be convenient for assemble into the template system with it, be favorable to promoting work efficiency.
Claims (10)
1. The utility model provides an assembled fishway pool room precast beam expansion die plate which characterized in that: including truss (1), fixed module (2), activity module (3) and join in marriage template (4), install track (5) on truss (1), fixed module (2) along track (5) push into behind truss (1) and with the one end fixed connection of truss (1), activity module (3) along track (5) push into behind truss (1) with the other end fixed connection of truss (1) is in the same place, be in the same place through joining in marriage template (4) fixed connection between fixed module (2) and the activity module (3).
2. The assembled fishway pool precast beam telescopic formwork of claim 1, wherein: the fixed module (2) or the adapting template (4) is formed by splicing and fixing a plurality of standard section steel templates (6) with the same length.
3. The assembled fishway pool precast beam telescopic formwork of claim 2, wherein: the length of the standard section steel moulding plate (6) is 3 m.
4. The assembled fishway pool precast beam telescopic formwork of claim 1, wherein: the material of the adapting template (4) is wood.
5. The assembled fishway pool precast beam telescopic formwork of claim 1, wherein: the length of the adapting template (4) is 3-6 m.
6. The assembled fishway pool precast beam telescopic formwork of claim 1, wherein: and the bottom of the fixed module (2) or the movable module (3) is also provided with a roller (7).
7. The assembled fishway pool precast beam telescopic formwork of claim 1, wherein: the truss (1) is formed by welding a plurality of I-shaped steel.
8. The assembled fishway pool precast beam telescopic formwork of claim 1, wherein: the fixed module (2) or the movable module (3) is U-shaped in cross section.
9. The assembled fishway pool precast beam telescopic formwork of claim 8, wherein: the prefabricated beam telescopic formwork for the assembled fishway pool chamber further comprises a support rod (8), and two ends of the support rod (8) are respectively propped against two sides of the U-shaped opening end of the fixed module (2) or the movable module (3).
10. The assembled fishway pool precast beam telescopic formwork of claim 9, wherein: the cross section dimension specification adopted by the stay bar (8) is not less than: the length multiplied by the width is 100mm multiplied by 100 mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022758524.0U CN213971756U (en) | 2020-11-25 | 2020-11-25 | Assembled fishway pool room precast beam retractable formwork |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022758524.0U CN213971756U (en) | 2020-11-25 | 2020-11-25 | Assembled fishway pool room precast beam retractable formwork |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN213971756U true CN213971756U (en) | 2021-08-17 |
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ID=77267362
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202022758524.0U Active CN213971756U (en) | 2020-11-25 | 2020-11-25 | Assembled fishway pool room precast beam retractable formwork |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN213971756U (en) |
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2020
- 2020-11-25 CN CN202022758524.0U patent/CN213971756U/en active Active
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