CN204455758U - Shape-setting clamp formula shuttering supporting leverage - Google Patents
Shape-setting clamp formula shuttering supporting leverage Download PDFInfo
- Publication number
- CN204455758U CN204455758U CN201520112625.7U CN201520112625U CN204455758U CN 204455758 U CN204455758 U CN 204455758U CN 201520112625 U CN201520112625 U CN 201520112625U CN 204455758 U CN204455758 U CN 204455758U
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- hook flange
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- crossbeam
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Abstract
A kind of shape-setting clamp formula shuttering supporting leverage, its main points are that it is by crossbeam, column, hook flange forms, crossbeam, column is made up of channel-section steel etc., four columns are fixed with respectively in the lower end of crossbeam, form template holddown groove between two, the two ends of crossbeam are fixed with hook flange fixed leg, the first connector be connected with hook flange is had below column outside two, one end of hook flange is connected with hook flange fixed leg, the other end is connected with the connector of the column outside two, leg surface inside two is designed with the second connector be connected with hook flange, the two is in same level, the line of centres is vertical with template surface.Two pieces of templates hold out against by originally changing outside rod member into by through-wall bolt tension by the utility model, to template not damaged, also spillage and the defect staying bolt hole is just overcome, clamp the opening part of template, the ditch surface of building is smooth, improves efficiency of construction and quality, low to labor claim, can reuse, save material, attractive in appearance.
Description
Technical field
The utility model relates to the fixing of concrete blinding, the particularly girth member of highway engineering gutter construction work beam forms.
Background technology
At present, highway engineering, municipal engineering, the building engineering construction of the every profession and trades such as hydraulic engineering is on-the-spot, building height lower than 1 meter, when thickness is less than the small-size concrete ditch of 0.6 meter, as Fig. 1, shown in 2, all first built base plate 61, re-use simple and easy template scene and build the die cavity of building side, template 7 hardened system is usually inner to be fixed by the bearing bar 94 of bottom, outside employing batten cross bar 90, montant 91 is as support frame, coordinate the reinforcement means of through-wall bolt 92 and lumps of wood diagonal brace 93 again, the die cavity that this scene processes, random strong, with the experience of practical operation workman and sense of responsibility closely related, reinforce because middle part needs to add through-wall bolt 92, to hole in template, build the easy spillage in hole when position, recycling to be carried out to through-wall bolt to reduce costs, normally hard PVC pipe 95 is had to carry out isolation concrete in through-wall bolt outer cover, through-wall bolt 92 is reclaimed while stripping, bolt hole can be left in such gutter side wall surface, affect aesthetic property, if do not regain through-wall bolt 92, not only waste material, exterior wall surface is also made to leave bolt head, affect attractive in appearance and leave accident potential.Conveniently pouring concrete, the opening above template is in open state, and upper shed place template is easily out of shape, and causes the out-of-flatness of furrow bank working face.If increase cross bar, utilized by cross bar steel nail to be fixed in template, very easily damage during dismounting, affect reusing of template, shorten the application life of template.
Summary of the invention
When the purpose of this utility model is that overcoming above-mentioned small-size concrete ditch builds, builds the shortcoming that die cavity exists, provide a kind of shape-setting clamp formula shuttering supporting leverage, that accelerates die cavity builds speed, improves formwork efficiency and has built rear concrete presentation quality.
The technical scheme that the utility model adopts is a kind of shape-setting clamp formula shuttering supporting leverage, its main points are that it is by crossbeam, column, hook flange forms, crossbeam, column is made up of channel-section steel, four columns are fixed with respectively in the lower end of crossbeam, form template holddown groove between two, the two ends of crossbeam are fixed with hook flange fixed leg, the first connector be connected with hook flange is had below column outside two, one end of hook flange is connected with hook flange fixed leg, the other end is connected with the connector of the column outside two, leg surface inside two is designed with the second connector be connected with hook flange, the two is in same level, the line of centres is vertical with template surface.
The utility model utilizes steel beam column to make the clip slot of template, resembles clamp template, changes original through-wall bolt tension by inside two pieces of templates into outside rod member and holds out against, and to template not damaged, also just overcomes spillage and stays the defect of bolt hole.And use standard component hook flange as adjustment component, simple and fast, all components complete by the unified machine of figure, standard and versatility high, be easy to execute-in-place, improve efficiency of construction and quality, low to labor claim, can reuse, save material, attractive in appearance.
Second connector is positioned at the middle and lower part of column.Such column uniform force.
The utility model is by providing a kind of shape-setting clamp formula shuttering supporting leverage, change original through-wall bolt tension by inside two pieces of templates into outside rod member to hold out against, to template not damaged, also spillage and the defect staying bolt hole is just overcome, clamp the opening part of template, the ditch surface of building is smooth.Be easy to execute-in-place, improve efficiency of construction and quality, low to labor claim, can reuse, save material, attractive in appearance.
Accompanying drawing explanation
Fig. 1 is the structural representation of existing highway gutter shuttering supporting when building
Fig. 2 is structural representation of the present utility model
Structural representation when Fig. 3 is the utility model construction
Wherein: 1 crossbeam 2 column 21 first connector 22 second connector 3 hook flange 61 base plate 7 template 90 cross bar 91 montant 92 through-wall bolt 93 lumps of wood diagonal brace 94 bearing bar 95 hard PVC pipe.
Detailed description of the invention
Below in conjunction with accompanying drawing, the utility model is conducted further description
By Fig. 2, shown in 3, a kind of shape-setting clamp formula shuttering supporting leverage, it is by crossbeam 1, column 2, hook flange 3 forms, four columns 2 are fixed with respectively in the lower end of crossbeam 1, form template holddown groove between two, the two ends of crossbeam 1 are fixed with hook flange fixed leg 33, the first connector 21 be connected with hook flange is had below column 2 outside two, one end of hook flange 3 is connected with hook flange fixed leg 33, the other end is connected with the connector 21 of the column outside two, column 2 surface design inside two has the second connector 22 be connected with hook flange, the two is in same level, the line of centres is vertical with template surface, second connector 22 is positioned at the middle and lower part of column 2.It is same as the prior art that all the other do not state part.
During site operation, by vertical for template 7 good outside the utility model being enclosed within template, adjust, fix hook flange 3 and can build.
Claims (2)
1. a shape-setting clamp formula shuttering supporting leverage, it is characterized in that: it is by crossbeam (1), column (2), hook flange (3) forms, four columns (2) are fixed with respectively in the lower end of crossbeam (1), form template holddown groove between two, the two ends of crossbeam (1) are fixed with hook flange fixed leg (33), there is the first connector (21) be connected with hook flange column (2) below outside two, one end of hook flange (3) is connected with hook flange fixed leg (33), the other end is connected with the connector (21) of the column outside two, column (2) surface design inside two has the second connector (22) be connected with hook flange, the two is in same level, the line of centres is vertical with template surface.
2. a kind of shape-setting clamp formula shuttering supporting leverage according to claim 1, is characterized in that: the second connector (22) is positioned at the middle and lower part of column (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520112625.7U CN204455758U (en) | 2015-02-16 | 2015-02-16 | Shape-setting clamp formula shuttering supporting leverage |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520112625.7U CN204455758U (en) | 2015-02-16 | 2015-02-16 | Shape-setting clamp formula shuttering supporting leverage |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204455758U true CN204455758U (en) | 2015-07-08 |
Family
ID=53662669
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520112625.7U Active CN204455758U (en) | 2015-02-16 | 2015-02-16 | Shape-setting clamp formula shuttering supporting leverage |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204455758U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106760499A (en) * | 2016-12-21 | 2017-05-31 | 中国建筑第四工程局有限公司 | A kind of post-cast strip concrete side method for blocking and its structure |
| CN106760496A (en) * | 2016-12-21 | 2017-05-31 | 中国建筑第四工程局有限公司 | A kind of floor beam plate post-cast strip template support system and its construction method |
-
2015
- 2015-02-16 CN CN201520112625.7U patent/CN204455758U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106760499A (en) * | 2016-12-21 | 2017-05-31 | 中国建筑第四工程局有限公司 | A kind of post-cast strip concrete side method for blocking and its structure |
| CN106760496A (en) * | 2016-12-21 | 2017-05-31 | 中国建筑第四工程局有限公司 | A kind of floor beam plate post-cast strip template support system and its construction method |
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|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |