CN215717162U - Veneer fair-faced concrete wall template system - Google Patents
Veneer fair-faced concrete wall template system Download PDFInfo
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- CN215717162U CN215717162U CN202121399113.5U CN202121399113U CN215717162U CN 215717162 U CN215717162 U CN 215717162U CN 202121399113 U CN202121399113 U CN 202121399113U CN 215717162 U CN215717162 U CN 215717162U
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- frame
- wisa
- stupefied
- template
- concrete wall
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Abstract
The utility model belongs to the technical field of building construction, and discloses a facing fair-faced concrete wall template system which comprises a frame body and a WISA template, and the WISA templates are arranged on the frame body, an edge sealing layer is coated at each edge of the WISA templates, when every two WISA templates are spliced with each other, the utility model adopts WISA templates, the cutting edge of each template is coated with two layers of edge sealing paint as edge sealing layers, when splicing, then brushing two layers of glass cement as a bonding glue layer, cutting a groove of 85 degrees on the back surface of the joint of the templates, splicing the two templates, the groove is filled with glue, the sealing strips are adhered along the seams, the battens are compacted, nails are nailed firmly, adhesive tape paper is adhered, the tightness between the abutted seams of the templates is guaranteed, the slurry leakage phenomenon during pouring is avoided, manual repair is not needed, and the flatness and the integrity of the concrete wall surface are guaranteed.
Description
Technical Field
The utility model belongs to the technical field of building construction, and particularly relates to a veneer fair-faced concrete wall formwork system.
Background
As an architectural expression form, fair-faced concrete is favored by many architects, and is gradually becoming a new architectural genre, and is a method for expressing plain color of concrete without any material such as painting, tile and stone after concrete placement. As the bare concrete is processed by adopting the template, the construction quality and the template processing precision of the facing bare concrete are higher and higher along with the development of the construction industry technology.
The existing fair-faced concrete wall formwork is not strict in seam detail treatment, when concrete is poured, the phenomenon of slurry leakage is easy to occur, the concrete wall surface is incomplete, the wall surface needs to be repaired manually subsequently, the flatness of the surface of the concrete wall is reduced, the strength and the rigidity of the frame body are poor, the supporting effect on the formwork is poor, and therefore the processing precision of the concrete wall is reduced.
SUMMERY OF THE UTILITY MODEL
The utility model aims to provide a facing fair-faced concrete wall formwork system, which aims to solve the problems that the details of the abutted seam between the existing facing fair-faced concrete wall formwork and the existing formwork are not strictly processed, the slurry leakage phenomenon is easy to occur during use, the flatness of a concrete wall surface is reduced, the strength and the rigidity of a frame body are poor, and the processing precision of a concrete wall is influenced.
In order to achieve the purpose, the utility model provides the following technical scheme: the utility model provides a veneer fair-faced concrete wall template system, includes support body and WISA template, and WISA template installation on the support body, every edge of WISA template has all been brushed the banding layer, per two when the WISA template splices each other, all has brushed the adhesive bonding layer on the banding layer at concatenation edge, and the seam crossing back of every WISA template has all cut the groove, every all annotate in the groove and glue to it has sealing strip and two-layer adhesive tape paper to paste.
Preferably, the support body is including the stupefied subassembly of combination frame and back of the body, the stupefied subassembly of the back of the body includes that vertical back of the body is stupefied and horizontal back of the body is stupefied, and the stupefied inboard that welds in combination frame of vertical back of the body, and the stupefied welding of horizontal back of the body is on vertical back of the body is stupefied.
Preferably, the combined frame comprises a first frame and a second frame, the first frame and the second frame are surrounded by four square steel tubes, and each square steel tube of the first frame is welded on one square steel tube of the second frame.
Preferably, the stupefied square steel pipe that includes many equidistance ranges of vertical back of the body, and the stupefied every square steel pipe both ends of vertical back of the body all weld on the combination frame, the stupefied double flute steel that includes many equidistance ranges of horizontal back of the body, and every double flute steel all welds on vertical back of the body is stupefied to the stupefied square steel pipe mutually perpendicular of vertical back of the body.
Preferably, a plurality of angle steels are welded on the inner side of the combined frame and the side surface of each square steel pipe of the vertical back edge.
Preferably, each angle steel is provided with a through hole, and the WISA template passes through the through hole of the angle steel through a wood screw to be connected with the frame body.
Compared with the prior art, the utility model has the following beneficial effects:
(1) the method comprises the steps of brushing two layers of edge sealing paint on the cutting edge of each template to serve as edge sealing layers, brushing two layers of glass cement to serve as adhesive layers during splicing, cutting a groove on the back of the joint of the templates, splicing the two templates, filling the groove with the adhesive, adhering the sealing strips along the joint, compacting battens, nailing nails firmly, adhering adhesive tape paper, sealing tightly, ensuring the tightness between the spliced joints of the templates, avoiding slurry leakage during pouring, avoiding manual repair and further ensuring the flatness and integrity of the concrete wall surface.
(2) According to the utility model, the frame body is combined with the back ridge assembly, the combined frame comprises the first frame and the second frame which are formed by surrounding four square steel pipes, the vertical back ridge of the back ridge assembly comprises a plurality of square steel pipes which are arranged at equal intervals, two ends of each square steel pipe of the vertical back ridge are welded with the combined frame, the horizontal back ridge adopts double-channel steel and is welded on the vertical back ridge, the integrity of the frame body is ensured, the template penetrates through the opening on the angle steel through a wood screw to be connected with the frame body, and the structure ensures that the frame body has enough strength and rigidity, so that the processing precision of the concrete wall is ensured.
Drawings
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is a schematic structural view of the frame of the present invention;
FIG. 3 is a schematic view of the WISA template of the present invention mated with a vertical back ridge;
FIG. 4 is a schematic diagram of the WISA template and the assembled frame of the present invention;
FIG. 5 is a schematic diagram of the WISA template and WISA template of the present invention;
in the figure: 1. a WISA template; 2. combining the frame; 3. a first frame; 4. a second frame; 5. a back ridge component; 6. vertical back ridges; 7. horizontal back ridges; 8. angle steel; 9. a sealing layer; 10. bonding the adhesive layer; 11. beveling; 12. a sealing strip; 13. adhesive tape paper.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Referring to fig. 1-5, the present invention provides the following technical solutions: a facing fair-faced concrete wall formwork system comprises a frame body and WISA formworks 1, wherein the WISA formworks 1 are installed on the frame body, an edge sealing layer 9 is coated at each edge of the WISA formworks 1, the edge sealing layer 9 is two layers of edge sealing paint, the edge sealing paint can be acrylic paint or waterproof paint, and the like, when every two WISA formworks 1 are spliced with each other, an adhesive layer 10 is coated on the edge sealing layer 9 at the splicing edge, the width of a splicing seam of the WISA formworks 1 is not more than 0.6mm, the adhesive layer 10 is two layers of glass cement, a groove 11 is cut on the back surface of the splicing seam of each WISA formworks 1, the angle of the groove 11 is 85 degrees, each groove is filled with glue and is adhered with a sealing strip 12 and two layers of adhesive tape paper 13, the sealing strip 12 is a full-length high-density sponge strip, after the sealing strip 12 is well spliced along the seam, the sealing strip is compacted by a wood strip, nails are tightly nailed, finally two layers of full-length adhesive tape paper 13 are adhered, the splicing seams of the formworks can be processed, the slurry leakage phenomenon is effectively prevented when the concrete wall is poured, manual repair is not needed, and the flatness and integrity of the concrete wall are further guaranteed.
Further, the support body is including making up frame 2 and the stupefied subassembly 5 of the back of the body, and stupefied subassembly 5 of the back of the body includes that the stupefied 6 of the vertical back of the body and the stupefied 7 of the level back of the body, and the stupefied 6 of the vertical back of the body welds in the inboard of making up frame 2, and the stupefied 7 of the level back of the body welds on the stupefied 6 of the vertical back of the body.
Furthermore, the combined frame 2 comprises a first frame 3 and a second frame 4, the first frame 3 and the second frame 4 are surrounded by four square steel pipes, the square steel pipe of the first frame 3 is 40 × 40 × 3mm square steel pipe, the square steel pipe of the second frame 4 is 60 × 60 × 3mm square steel pipe, and each square steel pipe of the first frame 3 is welded on one square steel pipe of the second frame 4.
Specifically, the stupefied 6 of vertical back of the body includes the square steel pipe that many equidistance were arranged, 100 x 40 x 3mm square steel pipe is chooseed for use to the square steel pipe of the stupefied 6 of vertical back of the body, and every square steel pipe both ends of the stupefied 6 of vertical back of the body all weld on combination frame 2, every square steel pipe both ends homoenergetic of the stupefied 6 of vertical back of the body and first frame 3 and the contact of second frame 4, and the both sides face of this square steel pipe all keeps flat with the both sides face of combination frame 2, has ensured that vertical back of the body stupefied 6 can play the supporting role to WISA template 1, the stupefied 7 of horizontal back of the body includes the double channel steel that many equidistance were arranged, and every double channel steel all welds on vertical back of the body is stupefied 6 to the square steel pipe mutually perpendicular of vertical back of the body, this structure has ensured that the support body has sufficient intensity and rigidity to guarantee the machining precision of concrete wall.
It is worth to say that a plurality of angle steels 8 are welded on the inner side of the combined frame 2 and the side face of each square steel pipe of the vertical back edge 6, and the size of each angle steel 8 is 30 multiplied by 3 mm.
Furthermore, each angle steel 8 is provided with a through hole, the WISA template 1 penetrates through the through hole of the angle steel 8 through a wood screw to be connected with the frame body, the connection surface of the WISA template 1 is the back surface, nails cannot be nailed from the surface of the WISA template 1 to the back edge direction, the length of the wood screw cannot exceed the sum of the thicknesses of the angle steel 8 and the WISA template 1, the thickness of the WISA template 1 is about 18mm, nail marks cannot appear on the surface of the WISA template 1 after installation is ensured, the processing precision of the fair-faced concrete wall template is high, industrial processing is adopted, the production efficiency is improved, the situation that the templates, the back edges and other materials are cut randomly in field processing is avoided, the cost is saved, the connection between the templates is realized by using a special clamp, the operation is simple, the efficiency is high, and the processing speed is high.
The working principle and the using process of the utility model are as follows: when the method is used, a worker firstly processes the bare concrete cavity template, firstly performs field arrangement in a processing plant, prepares temporary facilities, sets up a processing platform comprising a section steel straightening platform, a frame body leveling platform, a panel assembling platform and the like, then prepares a sufficient amount of frame body materials and WISA templates 1 and performs blanking on the frame body materials and the WISA templates;
firstly, manufacturing a first frame 3, enclosing four square steel pipes into a rectangular frame, welding the splicing part of every two square steel pipes, enclosing the four square steel pipes into the rectangular frame, welding the rectangular frame to form a second frame 4, welding the first frame 3 on the second frame 4, and mutually welding each square steel pipe of the first frame 3 and one square steel pipe of the second frame 4 to finish the manufacturing of the combined frame 2;
welding the vertical back edges 6, welding a plurality of square steel pipes at equal intervals on the inner sides of the combined frames 2, welding two ends of each square steel pipe with the inner walls of the combined frames 2, welding a plurality of double-groove steels on the vertical back edges 6, welding the horizontal back edges 7, welding a plurality of angle steels 8 on the inner sides of the combined frames 2 and the side surfaces of the square steel pipes of the vertical back edges 6, forming holes on the angle steels, leveling and painting the frame body after the frame body is assembled, finally placing the WISA template 1 after blanking on the first frame 3, connecting the WISA template 1 with the frame body by penetrating the holes of the angle steels 8 through wood screws, cutting off the excess parts of the WISA template 1, brushing two layers of edge sealing paint on the cutting edges to serve as edge sealing layers 9, wherein the edge sealing paint can adopt acrylic paint or waterproof paint and the like;
when the formwork system is spliced, two layers of glass cement are coated on the splicing edges of every two WISA formworks 1 to serve as bonding glue layers 10, the two adjacent WISA formworks 1 are mutually bonded through the bonding glue layers 10, the grooves 11 on the backs of the two adjacent WISA formworks 1 are filled with the glass cement, sealing strips 12 are used for being well adhered along seams, battens are compacted, nails are firmly nailed, and adhesive tapes 13 are adhered for sealing.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the utility model, the scope of which is defined in the appended claims and their equivalents.
Claims (6)
1. The utility model provides a veneer fair-faced concrete wall form system which characterized in that: including support body and WISA template (1), and WISA template (1) installs on the support body, every edge of WISA template (1) has all been brushed banding layer (9), per two when WISA template (1) splices each other, has all brushed bonding glue film (10) on banding layer (9) at concatenation edge, and all has cut groove (11), every at the seam crossing back of every WISA template (1) all fill with glue in the groove to it has sealing strip (12) and two-layer adhesive tape paper (13) to paste.
2. A faced bare concrete wall form system according to claim 1, wherein: the support body is including combination frame (2) and the stupefied subassembly of the back of the body (5), stupefied subassembly of the back of the body (5) is including stupefied (6) of the vertical back of the body and the stupefied (7) of the horizontal back of the body, and the stupefied (6) of the vertical back of the body welds in the inboard of combination frame (2), and the stupefied (7) of the horizontal back of the body welds on the stupefied (6) of the vertical back of the body.
3. A faced bare concrete wall form system according to claim 2, wherein: the combined frame (2) comprises a first frame (3) and a second frame (4), the first frame (3) and the second frame (4) are surrounded by four square steel pipes, and each square steel pipe of the first frame (3) is welded on one square steel pipe of the second frame (4).
4. A faced bare concrete wall form system according to claim 3, wherein: the stupefied (6) of vertical back of the body includes the square steel pipe that many equidistance were arranged, and the every square steel pipe both ends of the stupefied (6) of vertical back of the body all weld on combination frame (2), the stupefied (7) of the horizontal back of the body includes the double flute steel that many equidistance were arranged, and every double flute steel all welds on the stupefied (6) of vertical back of the body to the square steel pipe mutually perpendicular of the stupefied (6) of vertical back of the body.
5. A faced bare concrete wall form system according to claim 4, wherein: and a plurality of angle steels (8) are welded on the inner side of the combined frame (2) and the side surface of each square steel pipe of the vertical back edge (6).
6. A faced bare concrete wall form system according to claim 5, wherein: each angle steel (8) is provided with a through hole, and the WISA template (1) penetrates through the through hole of the angle steel (8) through a wood screw to be connected with the frame body.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121399113.5U CN215717162U (en) | 2021-06-23 | 2021-06-23 | Veneer fair-faced concrete wall template system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121399113.5U CN215717162U (en) | 2021-06-23 | 2021-06-23 | Veneer fair-faced concrete wall template system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN215717162U true CN215717162U (en) | 2022-02-01 |
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ID=80044585
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202121399113.5U Expired - Fee Related CN215717162U (en) | 2021-06-23 | 2021-06-23 | Veneer fair-faced concrete wall template system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN215717162U (en) |
-
2021
- 2021-06-23 CN CN202121399113.5U patent/CN215717162U/en not_active Expired - Fee Related
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20220201 |