CN211114790U - Double reinforced building shuttering - Google Patents
Double reinforced building shuttering Download PDFInfo
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- CN211114790U CN211114790U CN201921897680.6U CN201921897680U CN211114790U CN 211114790 U CN211114790 U CN 211114790U CN 201921897680 U CN201921897680 U CN 201921897680U CN 211114790 U CN211114790 U CN 211114790U
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- baffle
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- supporting plates
- reinforcing column
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Abstract
The utility model relates to a building field specifically discloses a dual strenghthened type building templates. The supporting plates are respectively fixed with two ends of the baffle plate, and the two supporting plates are perpendicular to the baffle plate; the middle part of the baffle is fixedly provided with a reinforcing column, the axial direction of the reinforcing column is distributed along the length direction of the baffle, and the distance between the support plate and one end of the reinforcing column, which is far away from the other support plate, is less than or equal to 150 mm; and a reinforcing plate fixed with the reinforcing column is arranged between the two supporting plates and is parallel to the two supporting plates. The utility model provides a building templates's intensity is bigger, is more difficult to take place deformation.
Description
Technical Field
The utility model relates to a building field especially relates to a dual strenghthened type building templates.
Background
In order to facilitate concrete forming, in the building field, a plurality of templates and various fasteners are generally used for building a wallboard before concrete pouring, two templates are made to be parallel firstly when building, a gap exists between the two templates, the gap is a pouring cavity, and concrete is injected into the pouring cavity when pouring. The formworks can be dismantled after the concrete is solidified, the solidified concrete forms the wall of a building, and the wall of the building is wide and needs to be built by a plurality of formworks to form the wallboard. And under the condition that the width of the wall body of the building is the same, the larger the width of the template is, the fewer the number of the required templates is, the fewer the installation times are, and the higher the building efficiency is. However, when the concrete is poured, after the concrete falls into the pouring cavity, the formwork for forming the wall plate needs to support the concrete, the formwork is subjected to a large pressure and is easy to deform after being used for a long time, so that the finally formed pouring cavity is deformed, the poured wall body is deformed, and the wall body belongs to a defective product, so that the formwork with higher strength is needed to prevent the formwork from deforming.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a dual strenghthened type building templates to avoid the template to warp.
In order to achieve the above purpose, the technical scheme of the utility model is that: the double-reinforced building template comprises a baffle plate and two supporting plates, wherein the supporting plates are respectively fixed with two ends of the baffle plate, and the two supporting plates are perpendicular to the baffle plate; the middle part of the baffle is fixedly provided with a reinforcing column, the axial direction of the reinforcing column is distributed along the length direction of the baffle, and the distance between the support plate and one end of the reinforcing column, which is far away from the other support plate, is less than or equal to 150 mm; and a reinforcing plate fixed with the reinforcing column is arranged between the two supporting plates and is parallel to the two supporting plates.
The beneficial effect of this scheme does:
1. the baffle can be supported in the setting of reinforcing plate and reinforcement column, avoids the outside deformation that takes place of baffle, avoids pouring the chamber and pours fashioned wall body and warp, and can also improve the life of baffle, reduces the loss of template to reduce construction cost.
2. At present, in order to prevent the baffle from deforming, the thickness of the baffle is generally increased during the manufacturing of the template so as to increase the strength of the baffle, but the material required for manufacturing the template is increased, and the cost is greatly increased. After strengthening post and the reinforcing plate in this scheme supported the baffle, the baffle is difficult to warp, so compare with the baffle that thickness increases, the thickness of the baffle in this scheme can reduce, because the life extension of template, the cost of template is lower moreover.
Furthermore, the reinforcing column is a triangular prism, and one side surface of the reinforcing column is fixed with the baffle.
The beneficial effect of this scheme does: triangular prisms have a triangular cross-section and are strong enough to support the baffle, but require less material and are less costly than quadrangular prisms.
Furthermore, a through groove is formed in the reinforcing column along the axial direction.
The beneficial effect of this scheme does: the through groove can further reduce the material required for manufacturing the template, thereby reducing the cost.
Further, the cross section of the reinforcing column along the horizontal direction is an isosceles right triangle, and the right angle of the reinforcing column faces the reinforcing plate.
The beneficial effect of this scheme does: two angles of the reinforcing column close to the baffle are 45 degrees, and the oblique supporting effect of the reinforcing column on the baffle is better.
Further, baffle, reinforcing plate, reinforcement post and two backup pads integrated into one piece.
The beneficial effect of this scheme does: reinforcing plate, enhancement post and backup pad in this scheme need not to weld in the manual work again behind the baffle shaping, reduce workman's work load, improve machining efficiency.
Furthermore, a first bump is fixed at one end, far away from the baffle, of the reinforcing plate, and the thickness of the first bump is larger than that of the reinforcing plate.
The beneficial effect of this scheme does: compare with the reinforcing plate, the width of first lug is bigger, is difficult for taking place crooked deformation when receiving the pressure effect to avoid reinforcing plate warp the back unable support with setting up of installation offset, the influence is to the support effect of baffle.
Furthermore, a second bump is fixed at one end of the supporting plate, which is far away from the baffle plate, and the thickness of the second bump is larger than that of the supporting plate.
The beneficial effect of this scheme does: keep away from baffle one end with the backup pad and compare, the thickness of second lug is bigger, is difficult for taking place crooked deformation when receiving the pressure effect to avoid the backup pad to warp the back and can't paste mutually with the backup pad of adjacent template when the installation, influence the fixed of template.
Furthermore, one end of the first lug and one end of the second lug, which are far away from the baffle, are positioned on the same plane.
The beneficial effect of this scheme does: after the template installation, when the backup pad and reinforcing plate keep away from baffle one end and set up the support, backup pad and reinforcing plate homoenergetic can offset with the support to better play the supporting role to the baffle.
Furthermore, the two supporting plates and the baffle plate are in smooth transition.
The beneficial effect of this scheme does: compare for 90 right angles between backup pad and the baffle, do not have the narrow and small space of corner between backup pad and the baffle in this scheme, the drawing of patterns is more convenient.
Further, the backup pad includes drilling portion, and drilling portion is close to baffle one side and keeps away from baffle one side and all is equipped with the recess, and the opening of recess deviates from another backup pad.
The beneficial effect of this scheme does: the part that drills out the screw hole in the backup pad is drilling portion promptly, and during the template installation, can accomplish the fixed to adjacent template fast with the screw hole in the backup pad that the bolt screw in pasted mutually. Original template is when drilling, because the pressure of drill bit to drilling portion, small deformation can take place for drilling portion, leads to drilling portion to outwards protruding, and this kind of template when the installation, the bellying leads to the backup pad of adjacent template can't paste tightly, and the template is in the use, and the backup pad takes place deformation easily. When the wood board is drilled, the drilling part deforms towards the two grooves, so that the drilling part cannot protrude outwards, and the wood board is prevented from being affected in installation.
Drawings
Fig. 1 is a schematic perspective view of embodiment 1 of the present invention;
FIG. 2 is a top view of FIG. 1;
fig. 3 is a schematic top view of a template in use according to embodiment 1 of the present invention;
fig. 4 is a plan view of embodiment 2 of the present invention;
fig. 5 is a view from direction a of fig. 4.
Detailed Description
The following is further detailed by way of specific embodiments:
reference numerals in the drawings of the specification include: the baffle plate 1, the support plate 2, the second lug 21, the drilling part 22, the groove 23, the threaded hole 24, the reinforcing plate 3, the first lug 31, the reinforcing column 4 and the through groove 41.
Example 1
Double strenghthened type building templates, as shown in fig. 1, including baffle 1 and two backup pads 2, the width of baffle 1 is 350mm, thickness is 3.8mm, and the thickness of backup pad 2 is greater than the thickness of baffle 1, as shown in fig. 2, two backup pads 2 are located the both ends of baffle 1 respectively to with baffle 1 integrated into one piece, two backup pads 2 all are perpendicular to baffle 1, two backup pads 2 and 1 rounding off of baffle. The lower ends of the two supporting plates 2 are integrally formed with second convex blocks 21, the thickness of each second convex block 21 is larger than that of the corresponding supporting plate 2, and the left supporting plate 2 on the left side, the left wall of the second convex block 21 on the left side and the left end of the baffle plate 1 are located on the same plane; the right supporting plate 2 on the right side, the right wall of the second convex block 21 on the right side and the right end of the baffle plate 1 are all positioned on the same plane.
A reinforcing column 4 and a reinforcing plate 3 are arranged between the two supporting plates 2, the thickness of the reinforcing plate 3 in the embodiment is larger than that of the baffle plate 1, and the baffle plate 1, the reinforcing plate 3, the reinforcing column 4 and the two supporting plates 2 are all made of aluminum. The reinforcing column 4 in this embodiment is integrally formed with the middle of the baffle 1, and as shown in fig. 1, the bottom and the top of the reinforcing column 4 are respectively equal to the bottom and the top of the baffle 1. As shown in fig. 2, the reinforcing pillars 4 are triangular prisms, and the cross section of the reinforcing pillars 4 in the horizontal direction is an isosceles right triangle, and the right angle is directed to the baffle 1. In order to reduce the weight of the formwork, the reinforcing column 4 is provided with a through groove 41, the through groove 41 penetrates through the reinforcing column 4 along the axial direction of the reinforcing column 4, in the specific implementation, the reinforcing column 4 does not need to be provided with a side surface opposite to the reinforcing plate 3, namely, the section of the reinforcing column 4 along the horizontal direction is in a V shape, and two ends of the reinforcing column 4 are integrally formed with the baffle plate 1. The distance between the left support plate 2 and the left end of the reinforcing column 4 is 150mm, and the distance between the right support plate 2 and the right end of the reinforcing column 4 is 150 mm.
The thickness of reinforcing plate 3 in this embodiment is greater than the thickness of baffle 1, and reinforcing plate 3 and reinforcing column 4 keep away from baffle 1 one end integrated into one piece, and reinforcing plate 3 is parallel with two backup pads 2. The lower end of the reinforcing plate 3 is integrally formed with a first bump 31, the thickness of the first bump 31 is greater than that of the reinforcing plate 3, and the lower end of the first bump 31 and the lower ends of the two second bumps 21 are located on the same plane.
The specific implementation process of this embodiment is as follows:
when the template in this embodiment is used, baffle 1 is vertical to be set up, as shown in fig. 3, backup pad 2 of adjacent template offsets to adopt the fastener fixed, the lateral wall in chamber is pour in the side constitution of going up of baffle 1, backup pad 2 supports baffle 1 both ends, and reinforcing plate 3 and enhancement post 4 support baffle 1 middle part, avoid baffle 1 to warp downwards when pouring.
Example 2
In addition to embodiment 1, as shown in fig. 4, the support plate 2 in the embodiment includes a drilling portion 22, and as shown in fig. 5, the left and right sides of the drilling portion 22 are provided with grooves 23, and as shown in fig. 3, the opening of the left groove 23 faces left, and the opening of the right groove 23 faces right. The cross section of the groove 23 along the horizontal direction is trapezoidal, and the included angle between two opposite side walls of the groove 23 is a right angle.
As shown in fig. 4, in the template of the present embodiment, when the threaded hole 24 is drilled in the drilling portion 22 during the machining process, the drilling portion 22 may be deformed to be close to the grooves 23 on both sides, so as to prevent the drilling portion 22 from bulging outward and affecting the installation of the template.
The foregoing is only a preferred embodiment of the present invention, and it should be noted that, for those skilled in the art, without departing from the concept of the present invention, several modifications and improvements can be made, which should also be regarded as the protection scope of the present invention, and these will not affect the effect of the present invention and the practicability of the patent. The technology, shape and construction parts which are not described in the present invention are all known technology.
Claims (10)
1. Double strenghthened type building templates, its characterized in that: the supporting plates are respectively fixed with two ends of the baffle plate, and the two supporting plates are perpendicular to the baffle plate; reinforcing columns are fixed in the middle of the baffle, the reinforcing columns are axially distributed along the length direction of the baffle, and the distance between the support plate and one end, far away from the other support plate, of each reinforcing column is less than or equal to 150 mm; and a reinforcing plate fixed with the reinforcing column is arranged between the two supporting plates and is parallel to the two supporting plates.
2. The dual reinforced building panel of claim 1, wherein: the reinforcing column is a triangular prism, and one side surface of the reinforcing column is fixed with the baffle.
3. The dual reinforced building panel of claim 2, wherein: a through groove is formed in the reinforcing column along the axial direction.
4. The dual reinforced building panel of claim 3, wherein: the cross section of the reinforcing column along the horizontal direction is an isosceles right triangle, and the right angle of the reinforcing column faces the reinforcing plate.
5. The dual reinforced building template of claim 4, wherein: the baffle, the reinforcing plate, the reinforcing column and the two supporting plates are integrally formed.
6. The dual reinforced building panel of claim 1, wherein: a first protruding block is fixed at one end, far away from the baffle, of the reinforcing plate, and the thickness of the first protruding block is larger than that of the reinforcing plate.
7. The dual reinforced building panel of claim 6, wherein: and a second lug is fixed at one end of the support plate, which is far away from the baffle, and the thickness of the second lug is greater than that of the support plate.
8. The dual reinforced building panel of claim 7, wherein: the first lug and the second lug are far away from one end of the baffle and are positioned on the same plane.
9. The dual reinforced building panel of claim 8, wherein: the two supporting plates and the baffle plate are in smooth transition.
10. The dual reinforced building panel of claim 1, wherein: the backup pad includes drilling portion, drilling portion is close to baffle one side and keeps away from baffle one side and all is equipped with the recess, the opening of recess deviates from another backup pad.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921897680.6U CN211114790U (en) | 2019-11-05 | 2019-11-05 | Double reinforced building shuttering |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921897680.6U CN211114790U (en) | 2019-11-05 | 2019-11-05 | Double reinforced building shuttering |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211114790U true CN211114790U (en) | 2020-07-28 |
Family
ID=71696370
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921897680.6U Active CN211114790U (en) | 2019-11-05 | 2019-11-05 | Double reinforced building shuttering |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211114790U (en) |
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2019
- 2019-11-05 CN CN201921897680.6U patent/CN211114790U/en active Active
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