CN211899613U - Integral type veneer fair-faced concrete dysmorphism component template - Google Patents
Integral type veneer fair-faced concrete dysmorphism component template Download PDFInfo
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- CN211899613U CN211899613U CN202020265405.9U CN202020265405U CN211899613U CN 211899613 U CN211899613 U CN 211899613U CN 202020265405 U CN202020265405 U CN 202020265405U CN 211899613 U CN211899613 U CN 211899613U
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Abstract
The utility model relates to an integral type veneer clear water concrete dysmorphism component template has solved that the support area is less between the glass steel template inner wall and the problem that the template atress warp when leading to pouring. It includes the shell of glass steel material, each component face of shell forms integral type structure and seamless connection together, be connected with the carriage between the inner wall of shell, the frame limit quantity of carriage with the side quantity of shell equals, the tip of carriage with the side one-to-one of shell just the tip butt of carriage in the inner wall of shell, the carriage by the upper portion of shell extremely the lower part of shell is provided with a plurality ofly at the interval in proper order. The utility model discloses have very high structural strength, non-deformable behind the atress.
Description
Technical Field
The utility model belongs to the technical field of the technique of clear water concrete construction and specifically relates to a special-shaped component template of integral type veneer clear water concrete is related to.
Background
The fair-faced concrete is an expression technique of modern building, is also called decorative concrete because of having a decorative effect, does not have any materials such as coating, tile pasting, stone pasting and the like after pouring, and directly adopts the natural surface effect of cast-in-place concrete as a decorative surface. Because the construction quality requirement of the veneer fair-faced concrete is high, the concrete after the form removal requires: the surface is flat and smooth, the color is uniform, no obvious marks such as bubbles, flowing, pollution and the like exist, and the left open seams and cicada seams (template splicing seams) are straight, beautiful and free of slurry leakage.
At present, when the construction facing is made of the clear concrete, most of ceiling template panels are made of imported coated WISA plates, and the price of the imported coated WISA plates is several times that of common building templates. When special-shaped component building models such as grooves need to be formed on the surface of the fair-faced concrete, a WISA plate saw is generally adopted to cut and assemble the special-shaped component template of the fair-faced concrete, the template is utilized to form the designed building models, and the template is removed after the concrete reaches certain strength. The template is time-consuming and labor-consuming in assembly, difficult to disassemble and large in loss, various resources are seriously wasted, and defects such as damage, uneven surface and the like can be unavoidably generated at corners and joints of the formed concrete, so that the construction effect cannot be guaranteed.
An integral facing fair-faced concrete special-shaped member template is disclosed in a Chinese utility model with an authorization publication number of CN201771174U, and comprises a shell and a framework, wherein all component surfaces of the shell form an integral structure and are connected together in a seamless manner; the framework is arranged in the shell and connected with the inner wall surface of the shell. The template is made of glass fiber reinforced plastic, has the advantages of good strength, light weight and good use effect, is simple and convenient to install, does not leak slurry, enables the surface effect of the poured veneer clear water concrete to be good, and also has the advantages of easiness in demoulding and repeated use.
However, the above technical solutions have the following disadvantages: the inner walls of the glass fiber reinforced plastic templates are supported through the framework, the supporting area is small, and the templates can deform due to the pressure borne during pouring after long-term use, so that the facing pouring quality can be influenced in subsequent pouring operation.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing an integral type veneer clear water concrete dysmorphism component template, its advantage lies in: has high structural strength and is not easy to deform.
The above utility model discloses an above-mentioned utility model purpose can realize through following technical scheme:
the utility model provides an integral type veneer fair-faced concrete dysmorphism component template, includes the shell, each component face of shell forms integral type structure and seamless connection together, its characterized in that: be connected with the carriage between the inner wall of shell, the frame limit quantity of carriage with the side quantity of shell equals, the tip of carriage with the side one-to-one of shell just the tip butt of carriage in the inner wall of shell, the carriage by the upper portion of shell extremely the lower part of shell is provided with a plurality ofly at intervals in proper order.
Through adopting above-mentioned technical scheme, the carriage can all support every side of shell, makes to support more evenly, has great holding area, has disperseed the power that the shell received, and then has improved the structural strength of shell, avoids the shell atress to warp, and the carriage sets up a plurality ofly can guarantee that the carriage supports the shell steadily, and the shell warp when avoiding pouring.
The utility model discloses further set up to: a supporting plate is arranged between the end part of the supporting frame and the inner wall of the shell, one side of the supporting plate is abutted against the inner wall of the shell, and the other side of the supporting plate is abutted against the end part of the supporting frame.
Through adopting above-mentioned technical scheme, the setting up of backup pad can further increase the support area of carriage to the shell, and then has improved the supporting effect to the shell, avoids the shell to warp because of the atress.
The utility model discloses further set up to: a support rod is connected between the support frame and the support plate.
Through adopting above-mentioned technical scheme, the setting of bracing piece can be consolidated being connected of carriage and backup pad, has also increased the carriage tip simultaneously and has supported the area to the backup pad, and then has improved the support effect to the shell.
The utility model discloses further set up to: and reinforcing rods are connected between two adjacent frame edges of the supporting frame.
Through adopting above-mentioned technical scheme, the setting of stiffener can improve the structural strength of carriage, and then makes the carriage keep steadily supporting to the shell.
The utility model discloses further set up to: and reinforcing angle steel is arranged at the corner of the inner wall of the shell, and the side wall of the reinforcing angle steel is abutted to the inner wall of the shell.
Through adopting above-mentioned technical scheme, the setting up of strengthening the angle steel can support and consolidate the corner of shell, has improved the structural strength of shell self, makes the shell can bear bigger external force, prevents that the shell atress from taking place deformation.
The utility model discloses further set up to: and reinforcing ribs are arranged at the corners of the reinforcing angle steel.
Through adopting above-mentioned technical scheme, the setting of strengthening rib can improve the structural strength who strengthens the angle steel, makes the angle steel that supports can bear bigger power, and then has improved the support effect of strengthening the angle steel to the shell.
The utility model discloses further set up to: and an outward flange is formed at the edge of the bottom of the shell.
By adopting the technical scheme, the arrangement of the flanging enables the edge of the clear water concrete to be a round angle after pouring and forming, and demoulding is further facilitated after pouring and forming.
The utility model discloses further set up to: the sectional area of the outer contour of the shell is small at the top and large at the bottom.
By adopting the technical scheme, the sectional area of the outer contour of the shell is set to be small at the top and big at the bottom, so that the template is taken down after pouring and forming, and demolding is facilitated.
To sum up, the utility model discloses a beneficial technological effect does:
1. the supporting frame can support each side face of the shell, so that the support is more uniform, the supporting area is larger, the force applied to the shell is dispersed, the structural strength of the shell is further improved, and the deformation of the shell due to force is avoided;
2. the supporting plate can further increase the supporting area of the supporting frame to the shell, so that the supporting effect on the shell is improved, and the shell is prevented from deforming due to stress;
3. the arrangement of the reinforcing angle steel can support and reinforce the corners of the shell, so that the structural strength of the shell is improved, the shell can bear larger external force, and the shell is prevented from deforming under stress;
4. the sectional area of the outer contour of the shell is set to be small at the top and large at the bottom, so that the template is taken down after pouring and forming, and demolding is facilitated.
Drawings
Fig. 1 is a schematic diagram of the present invention.
Fig. 2 is a schematic view of another perspective of the present invention.
Fig. 3 is a schematic cross-sectional view of the present invention.
In the figure, 1, a housing; 2. a support frame; 3. a support plate; 4. a support bar; 5. a reinforcing bar; 6. reinforcing angle steel; 61. reinforcing ribs; 7. and (5) outward flanging.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings.
Referring to fig. 1, for the utility model discloses an integral type veneer clear water concrete dysmorphism component template, including the shell 1 of glass steel material, shell 1's each component face formula structure as an organic whole and seamless connection together, in this embodiment shell 1 includes three side and a top surface.
Referring to fig. 2 and 3, a triangular support frame 2 is connected between the inner walls of the side surfaces of the shell 1, three end portions of the support frame 2 correspond to the side surfaces of the shell 1 one by one respectively, the end portions of the support frame 2 abut against the inner walls of the shell 1, and the support frame 2 can support each side surface of the shell 1, so that the support is more uniform, a larger support area is provided, the force received by the shell 1 is dispersed, the structural strength of the shell 1 is further improved, and the deformation of the shell 1 due to force is avoided.
The upper portion of support frame 2 by shell 1 to the lower part of shell 1 interval in proper order is provided with a plurality ofly, and the quantity of support frame 2 is two in this embodiment to guarantee that support frame 2 supports shell 1 steadily, shell 1 warp when avoiding pouring.
A supporting plate 3 is arranged between the end part of each supporting frame 2 and the inner wall of the shell 1, one side of the supporting plate 3 is welded with the end part of the supporting frame 2, and the other side of the supporting plate 3 is abutted against the inner wall of the shell 1 and is fixed through bolts. The supporting plate 3 can further increase the supporting area of the supporting frame 2 to the housing 1, so as to improve the supporting effect of the housing 1 and avoid the deformation of the housing 1 due to stress.
And a support rod 4 is arranged between the frame edge of each support frame 2 and the adjacent support plate 3, and two ends of each support rod 4 are respectively fixedly connected to the support frames 2 and the support plates 3 through bolts. The bracing piece 4 is used for strengthening being connected of carriage 2 and backup pad 3, has also increased the support area of carriage 2 tip to backup pad 3 simultaneously, and then has improved the support effect to shell 1.
All be connected with stiffener 5 between every 2 adjacent two frame limits of carriage, the both ends of stiffener 5 all weld with carriage 2 mutually to in the structural strength who improves carriage 2 avoids carriage 2 atress to warp, and then makes carriage 2 keep supporting steadily to shell 1.
One enhancement angle steel 6 is all installed to the three corner of 1 inner wall of shell, and the lateral wall of strengthening angle steel 6 one side is fixed through the bolt with the inner wall looks butt of shell 1, strengthens angle steel 6 and can support and consolidate the corner of shell 1, and then has improved the structural strength of shell 1 self, makes shell 1 can bear bigger external force, prevents that shell 1 atress from taking place deformation.
The corner of every angle steel 6 of strengthening is equipped with strengthening rib 61, and strengthening rib 61 extends to the both ends of strengthening angle steel 6 along the junction of strengthening angle steel 6 both sides face. The reinforcing ribs 61 are used for improving the structural strength of the reinforcing angle steel 6, so that the supporting angle steel can bear larger force, and the supporting effect of the reinforcing angle steel 6 on the shell 1 is further improved.
In this embodiment, the sectional area of the outer contour of the housing 1 is gradually reduced from bottom to top and contracted, so that the template is taken down after pouring and forming, and demolding is facilitated. An outward flange 7 is formed at the edge of the bottom of the shell 1, so that the edge of the cast clear water concrete is a round angle, and demoulding is further facilitated.
The implementation principle of the embodiment is as follows: all support every side of shell 1 through setting up carriage 2, make to support more evenly, have great supporting area, dispersed the power that shell 1 received, and then improved shell 1's structural strength, avoided shell 1 atress to warp. The supporting area of the supporting frame 2 to the shell 1 is further increased by arranging the supporting plate 3, so that the supporting effect on the shell 1 is improved, and the shell 1 is prevented from deforming due to stress. Strengthen angle steel 6 through setting up and support and consolidate the corner of shell 1, improved the structural strength of shell 1 self, make shell 1 can bear bigger external force, prevent that shell 1 atress from taking place deformation.
The embodiment of this specific implementation mode is the preferred embodiment of the present invention, not limit according to this the utility model discloses a protection scope, so: all equivalent changes made according to the structure, shape and principle of the utility model are covered within the protection scope of the utility model.
Claims (8)
1. The utility model provides an integral type veneer fair-faced concrete dysmorphism component template, includes shell (1), each component face of shell (1) forms integral type structure and seamless connection together, its characterized in that: be connected with carriage (2) between the inner wall of shell (1), the frame limit quantity of carriage (2) with the side quantity of shell (1) equals, the tip of carriage (2) with the side one-to-one of shell (1) just the tip butt of carriage (2) in the inner wall of shell (1), carriage (2) by the upper portion of shell (1) extremely the lower part of shell (1) is provided with a plurality ofly at the interval in proper order.
2. The integrated faced bare concrete profiled element form of claim 1, wherein: the supporting frame is characterized in that a supporting plate (3) is arranged between the end part of the supporting frame (2) and the inner wall of the shell (1), one side of the supporting plate (3) is abutted to the inner wall of the shell (1), and the other side of the supporting plate (3) is abutted to the end part of the supporting frame (2).
3. The integrated faced bare concrete profiled element form of claim 2, wherein: a support rod (4) is connected between the support frame (2) and the support plate (3).
4. The integrated faced bare concrete profiled element form of claim 1, wherein: and a reinforcing rod (5) is connected between two adjacent frame edges of the supporting frame (2).
5. The integrated faced bare concrete profiled element form of claim 1, wherein: the corner of the inner wall of the shell (1) is provided with a reinforcing angle steel (6), and the side wall of the reinforcing angle steel (6) is abutted to the inner wall of the shell (1).
6. The integrated faced bare concrete profiled element form of claim 5, wherein: and reinforcing ribs (61) are arranged at the corners of the reinforcing angle steel (6).
7. The integrated faced bare concrete profiled element form of claim 1, wherein: the edge of the bottom of the shell (1) is provided with an outward flanging (7).
8. The integrated faced bare concrete profiled element form of claim 1, wherein: the sectional area of the outer contour of the shell (1) is small at the top and large at the bottom.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020265405.9U CN211899613U (en) | 2020-03-05 | 2020-03-05 | Integral type veneer fair-faced concrete dysmorphism component template |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020265405.9U CN211899613U (en) | 2020-03-05 | 2020-03-05 | Integral type veneer fair-faced concrete dysmorphism component template |
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| CN211899613U true CN211899613U (en) | 2020-11-10 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117536355A (en) * | 2024-01-09 | 2024-02-09 | 西南交通大学 | Anti-seismic connection structure for building structure |
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2020
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117536355A (en) * | 2024-01-09 | 2024-02-09 | 西南交通大学 | Anti-seismic connection structure for building structure |
| CN117536355B (en) * | 2024-01-09 | 2024-03-22 | 西南交通大学 | Anti-seismic connection structure for building structure |
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