CN219411857U - Template device suitable for facing concrete placement - Google Patents
Template device suitable for facing concrete placement Download PDFInfo
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- CN219411857U CN219411857U CN202320917587.7U CN202320917587U CN219411857U CN 219411857 U CN219411857 U CN 219411857U CN 202320917587 U CN202320917587 U CN 202320917587U CN 219411857 U CN219411857 U CN 219411857U
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Abstract
The application relates to a template device suitable for wainscot concrete placement, including steel form, supporting component and counter weight subassembly, steel form parallel arrangement keeps off one side of slope in the river course, and keeps off the slope with the river course between leave and pour the space, supporting component includes the bracing piece, the one end of bracing piece is kept away from the lateral wall that the river course kept off the slope with steel form and is connected, and counter weight subassembly includes first balancing weight, and the length direction of first balancing weight is perpendicular with the face of steel form, and is connected with the one end that the steel form was kept away from to the bracing piece. The application has the effect that the steel template is difficult to take place the run form at concrete placement in-process.
Description
Technical Field
The application relates to the field of hydraulic engineering, in particular to a template device suitable for facing concrete pouring.
Background
The template for veneering concrete pouring is a die for reinforcing the surface of a building and is mainly applied to a repairing link of a river channel retaining slope in hydraulic engineering construction.
At present, a general faced concrete pouring template mainly adopts a wood template, the wood template is fixed on a river course masonry through expansion bolts and iron wires in a punching mode, concrete is poured between a river course retaining slope and the wood template, and the wood template is removed after the concrete is solidified and formed, so that the restoration of the river course retaining slope is realized.
In the concrete pouring process, the wood form is subjected to the extrusion force of concrete pouring, so that the wood form is easy to displace, and the condition of running the form is easy to cause.
Disclosure of Invention
In order to prevent the steel template from running in the concrete pouring process, the application provides a template device suitable for veneering concrete pouring.
The application provides a template device suitable for wainscot concrete placement adopts following technical scheme:
the utility model provides a template device suitable for wainscot concrete placement, includes steel form, supporting component and counter weight subassembly, steel form parallel arrangement keeps off one side of slope in the river course, and keeps off the slope with the river course between leave and pour the space, supporting component includes the bracing piece, the one end of bracing piece with the steel form is kept away from the lateral wall that the river course kept off the slope and is connected, the counter weight subassembly includes first balancing weight, the length direction of first balancing weight with the face of steel form is perpendicular, and with the bracing piece is kept away from the one end of steel form is connected.
Through adopting above-mentioned technical scheme, in pouring the in-process, concrete placement is between steel form and river course fender slope, and concrete produces the extrusion force to steel form, and the bracing piece provides the support through the position of first balancing weight to steel form, and the frictional force that first balancing weight produced through the dead weight offsets the extrusion force of concrete to steel form for the steel form is difficult for taking place the displacement, has realized the effect that the steel form is difficult for taking place the running form at the concrete placement in-process.
Optionally, the bracing piece is close to one end threaded connection of steel form has first screw rod, first screw rod with the steel form articulates, the bracing piece is close to one end threaded connection of first balancing weight has the second screw rod, the second screw rod with first balancing weight articulates.
Through adopting above-mentioned technical scheme, can adjust the distance between first screw rod, the second screw rod one end of keeping away from each other through rotating the bracing piece for the inclination of steel form is convenient for adjust through bracing piece, first screw rod, second screw rod, thereby makes the inclination looks adaptation that the setting angle of steel form is convenient for keep off the slope with the river course.
Optionally, a rotation hole is formed in the side wall of the support rod.
Through adopting above-mentioned technical scheme, insert the screw driver in rotating the hole, can rotate the bracing piece through breaking the screw driver off with the fingers and thumb for the regulation of distance between first screw rod, the second screw rod is more convenient, swift.
Optionally, the steel forms are provided with a plurality of, and a plurality of the steel forms are arranged along river course fender height direction, adjacent two can dismantle the connection between the steel forms.
Through adopting above-mentioned technical scheme, during the construction, the high use quantity of selecting steel forms that combines the river course for through the assembly of a plurality of steel forms for template device can be to the river course fender slope of not co-altitude restoration.
Optionally, the steel form all is provided with the depression bar along the both ends of river course fender length direction, the one end of depression bar with the steel form can dismantle the connection, the depression bar is gone up to press and is equipped with the second balancing weight.
Through adopting above-mentioned technical scheme, the second balancing weight is pressed and is established on the depression bar, and the second balancing weight passes through the depression bar with self gravity transfer to the steel form on for the phenomenon that the steel form is difficult for taking place the come-up at the pouring in-process of concrete.
Optionally, the length direction of the first balancing weight is perpendicular to the length direction of the second balancing weight.
Through adopting above-mentioned technical scheme, first balancing weight length direction sets up perpendicularly with the length direction of second balancing weight for the focus of template device is located the middle part, thereby makes the template device more easily stable when being under construction.
Optionally, the connecting hole has been seted up to the lateral wall of steel form, the connecting hole is provided with a plurality ofly, the depression bar passes through bolted connection in one of them connecting hole department.
Through adopting above-mentioned technical scheme, the depression bar can be connected with the steel form through the connecting hole of difference, adjusts the position of depression bar for the second balancing weight is convenient for adjust the pressure, the focus of steel form, thereby makes the steel form more easily stable.
Optionally, the steel form is close to fixedly be provided with a plurality of transverse ribs on the lateral wall of first balancing weight.
Through adopting above-mentioned technical scheme, through setting up a plurality of transverse ribs for the steel form is difficult for taking place to warp, has improved the durability of steel form.
In summary, the present application includes at least one of the following beneficial technical effects:
1. the steel template is supported by the first balancing weight and the supporting rod, so that the displacement change of the steel template is not easy to occur, and the effect that the steel template is not easy to run in the concrete pouring process is realized;
2. the second balancing weight transfers self gravity to the steel template through the compression bar, so that the steel template is not easy to float, and the effect that the steel template is not easy to run in the concrete pouring process is achieved;
3. the distance between one end can be adjusted to first screw rod, second screw rod mutually keep away from through rotating the bracing piece for the inclination of steel form is convenient for adjust, thereby makes the inclination of setting angle of steel form can cooperate with the river course and keeps off the slope.
Drawings
Fig. 1 is a schematic structural view of an embodiment of the present application.
Reference numerals illustrate:
1. a steel template; 11. a cross rib; 12. a compression bar; 13. a connection hole; 2. a counterweight assembly; 21. a first balancing weight; 22. a second balancing weight; 3. a support assembly; 31. a support rod; 311. a rotation hole; 32. a first screw; 33. and a second screw.
Detailed Description
The present application is described in further detail below in conjunction with fig. 1.
The embodiment of the application discloses a template device suitable for facing concrete placement. Referring to fig. 1, a formwork device suitable for facing concrete placement includes steel form 1, counter weight subassembly 2 and supporting component 3, and steel form 1 slope sets up in the one side that the river course kept off the slope, and inclination is the same with the inclination that the river course kept off the slope, leaves the interval between steel form 1 and the river course kept off the slope, and counter weight subassembly 2 sets up in steel form 1 and keeps away from the one side that the river course kept off the slope, and is used for keeping the stability of steel form 1, and supporting component 3 sets up between steel form 1 and counter weight subassembly 2, and is used for supporting steel form 1.
During construction, concrete is poured between the steel template 1 and the river channel retaining slope, when the steel template 1 is subjected to extrusion force of the poured concrete, the supporting component 3 supports the steel template 1 through the counterweight component 2, the counterweight component 2 increases the stability of the steel template 1, displacement change of the steel template 1 is not easy to occur, and the effect that the steel template 1 is not easy to run in the concrete pouring process is achieved.
Referring to fig. 1, the steel forms 1 are rectangular plate-shaped, the steel forms 1 are provided in plurality, the plurality of steel forms 1 are arranged along the inclined direction of the steel forms, and two adjacent steel forms 1 are connected through bolts.
One side that river course kept away from by steel form 1 keeps off the slope is provided with a plurality of cross ribs 11, and a plurality of cross ribs 11 are arranged along the width direction of steel form 1, and cross rib 11 is rectangular bar, and is rectangular slot form along length direction's cross-section, and cross rib 11 level sets up, and with steel form 1 fixed connection, and the length direction of cross rib 11 is the same with the length direction of steel form 1, and the both ends of length direction are flush with steel form 1 length direction's both ends respectively.
The connecting holes 13 are formed in two ends of the length direction of the steel template 1, a plurality of connecting holes 13 are formed in the connecting holes 13, the connecting holes 13 are distributed along the width direction of the steel template 1, and the connecting holes 13 are circular.
Be provided with depression bar 12 on steel form 1, depression bar 12 is provided with two, and is located steel form 1 length direction's both ends respectively, and depression bar 12 is the rectangle shaft-like, and length direction's one end passes through bolted connection in one of them connecting hole 13 department, and the top surface of depression bar 12 length direction other end extends along the direction of perpendicular self.
The counterweight assembly 2 comprises a first counterweight 21 and a second counterweight 22, the first counterweight 21 and the second counterweight 22 are rectangular blocks, the first counterweight 21 is horizontally arranged and is positioned at one side of the steel template 1 far away from the river channel stop slope, and the length direction of the first counterweight 21 is perpendicular to the plate surface of the steel template 1; the second balancing weight 22 is horizontally arranged, the length direction is perpendicular to the length direction of the first balancing weight 21, the second balancing weight 22 is pressed at the top ends of the two pressing rods 12, and the side wall of the second balancing weight 22, which is far away from one side of the steel template 1, is abutted with the extending part of the pressing rods 12.
During construction, when pouring concrete between the steel template 1 and the river channel retaining slope, the concrete generates upward buoyancy to the steel template 1, and the second balancing weight 22 transmits self gravity to the steel template 1 through the compression bar 12 to offset the upward buoyancy generated by the concrete to the steel template 1, so that the steel template 1 is not easy to float upwards, and the effect that the steel template 1 is not easy to run in the concrete pouring process is realized.
Referring to fig. 1, the support assembly 3 is provided with a plurality of support rods 31, and is in one-to-one correspondence with the steel forms 1, the support assembly 3 includes the support rods 31, the first screw rods 32 and the second screw rods 33, and the support rods 31 are in a circular rod shape and are located between the steel forms 1 and the first balancing weights 21. The middle part of the supporting rod 31 is provided with a rotating hole 311, and the rotating hole 311 is circular and penetrates through the supporting rod 31.
The first screw rod 32 and the second screw rod 33 are all in a round rod shape, one end of the first screw rod 32 close to the supporting rod 31 is threaded and arranged in the end part of the supporting rod 31 in a penetrating mode, the other end of the first screw rod 32 is hinged to the side wall of one of the transverse ribs 11 far away from the steel template 1, one end of the second screw rod 33 close to the supporting rod 31 is threaded and arranged in the end part of the supporting rod 31 in a penetrating mode, and the other end of the second screw rod 33 is hinged to the top end of the first balancing weight 21.
During construction, the screwdriver is inserted into the rotating hole 311, the supporting rod 31 can be rotated through the screwdriver, the distance between one ends of the first screw rod 32 and the second screw rod 33 is adjusted to be far away from each other in the rotating process of the supporting rod 31, the inclination angle of the steel template 1 is adjusted, the supporting rod 31 is supported by means of the friction force generated by the dead weight of the first balancing weight 21, and the setting angle of the steel template 1 is convenient to adapt to the inclination angle of the river channel blocking slope.
The implementation principle of the template device suitable for facing concrete pouring is as follows: during construction, the number of steel forms 1 and supporting components 3 is selected according to the height of a river, the steel forms 1 are arranged in parallel on one side of a river slope, a pouring space is reserved between the steel forms and the river, a screwdriver is inserted into a rotating hole 311, a supporting rod 31 can be rotated through the screwdriver, the distance between one ends of a first screw 32 and a second screw 33 is adjusted in the rotating process by means of the screwdriver, the inclined angle of the steel forms 1 is adjusted, concrete is poured between the steel forms and the river slope, the first balancing weights 21 and the second balancing weights 22 are matched to counteract the extrusion force and the upward buoyancy of the concrete on the steel forms 1, displacement and upward floating of the steel forms 1 are not easy to occur, and the effect that the steel forms 1 are not easy to run in the concrete pouring process is achieved.
The foregoing are all preferred embodiments of the present application, and are not intended to limit the scope of the present application in any way, therefore: all equivalent changes in structure, shape and principle of this application should be covered in the protection scope of this application.
Claims (8)
1. Template device suitable for wainscot concrete placement, its characterized in that: including steel form (1), supporting component (3) and counter weight subassembly (2), steel form (1) parallel arrangement keeps off one side of slope in the river course, and keeps off the slope with the river course between leave and pour the space, supporting component (3) include bracing piece (31), the one end of bracing piece (31) with steel form (1) keep away from the lateral wall that the river course kept off the slope and be connected, counter weight subassembly (2) include first balancing weight (21), the length direction of first balancing weight (21) with the face of steel form (1) is perpendicular, and with bracing piece (31) are kept away from the one end of steel form (1) is connected.
2. A formwork apparatus adapted for use in veneer concreting as claimed in claim 1 wherein: one end threaded connection that bracing piece (31) are close to steel form (1) has first screw rod (32), first screw rod (32) with steel form (1) are articulated, one end threaded connection that bracing piece (31) are close to first balancing weight (21) has second screw rod (33), second screw rod (33) with first balancing weight (21) are articulated.
3. A formwork apparatus adapted for use in faced concrete casting as claimed in claim 2, wherein: the side wall of the supporting rod (31) is provided with a rotating hole (311).
4. A formwork apparatus adapted for use in veneer concreting as claimed in claim 1 wherein: the steel templates (1) are arranged in a plurality, the steel templates (1) are distributed along the height direction of the river channel slope, and two adjacent steel templates (1) are detachably connected.
5. A formwork apparatus adapted for use in veneer concreting as claimed in claim 1 wherein: the steel template (1) is provided with a pressing rod (12) along two ends of the river channel slope in the length direction, one end of the pressing rod (12) is detachably connected with the steel template (1), and a second balancing weight (22) is pressed on the pressing rod (12).
6. A formwork apparatus adapted for use in veneer concreting as defined in claim 5 wherein: the length direction of the first balancing weight (21) is perpendicular to the length direction of the second balancing weight (22).
7. A formwork apparatus adapted for use in veneer concreting as defined in claim 5 wherein: the side wall of the steel template (1) is provided with a plurality of connecting holes (13), and the compression bar (12) is connected to one connecting hole (13) through a bolt.
8. A formwork apparatus adapted for use in veneer concreting as claimed in claim 1 wherein: a plurality of transverse ribs (11) are fixedly arranged on the side wall, close to the first balancing weight (21), of the steel template (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320917587.7U CN219411857U (en) | 2023-04-21 | 2023-04-21 | Template device suitable for facing concrete placement |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320917587.7U CN219411857U (en) | 2023-04-21 | 2023-04-21 | Template device suitable for facing concrete placement |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219411857U true CN219411857U (en) | 2023-07-25 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202320917587.7U Active CN219411857U (en) | 2023-04-21 | 2023-04-21 | Template device suitable for facing concrete placement |
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| CN (1) | CN219411857U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117286803A (en) * | 2023-11-25 | 2023-12-26 | 山西省水利建筑工程局集团有限公司 | Double-hoop hydraulic support system steel mould for single-column bent cap construction |
-
2023
- 2023-04-21 CN CN202320917587.7U patent/CN219411857U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117286803A (en) * | 2023-11-25 | 2023-12-26 | 山西省水利建筑工程局集团有限公司 | Double-hoop hydraulic support system steel mould for single-column bent cap construction |
| CN117286803B (en) * | 2023-11-25 | 2024-02-06 | 山西省水利建筑工程局集团有限公司 | Double-hoop hydraulic support system steel mould for single-column bent cap construction |
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