CN209958741U - High-strength combined building template - Google Patents
High-strength combined building template Download PDFInfo
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- CN209958741U CN209958741U CN201920052817.1U CN201920052817U CN209958741U CN 209958741 U CN209958741 U CN 209958741U CN 201920052817 U CN201920052817 U CN 201920052817U CN 209958741 U CN209958741 U CN 209958741U
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- cope match
- plate pattern
- lower bolster
- rodent
- inlay
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Abstract
The utility model discloses a high strength combination formula building templates, the movable mould comprises an upper template, the bottom both sides of cope match-plate pattern are installed and are inlayed the flange, second resistance to compression rodent and second meshing groove are installed to the bottom of cope match-plate pattern, the lower bolster is installed to the below of cope match-plate pattern, the top both sides of lower bolster all are provided with inlays the recess, the fixing bolt is installed to the inboard of inlaying the recess, first resistance to compression rodent and first meshing groove are installed on the top of lower bolster, thickening resistance to compression layer is all installed in the outside of cope match-plate pattern and lower bolster. The utility model discloses install cope match-plate pattern and lower bolster, and the bottom of cope match-plate pattern is installed the second and is resisted pressure rodent and second meshing groove, installs first resistance to compression rodent and first meshing groove on the top of lower bolster, through second resistance to compression rodent and second meshing groove and the meshing of staggering each other of first resistance to compression rodent and first meshing groove, the convenience is with the combination of splicing each other of cope match-plate pattern and lower bolster.
Description
Technical Field
The utility model relates to a building templates field specifically is a high strength combination formula building templates.
Background
The building template is a temporary supporting structure, is made according to the design requirement, make concrete structure, component shape according to position, geometric dimensions stipulated, keep its correct position, and bear the building template dead weight and external load acting on it, the purpose to carry on template engineering, it is quality and construction safety of guaranteeing the concrete project, accelerate the construction progress and reduce the engineering cost, the building template structure for construction of the cast-in-place concrete structure project, mainly made up of panel, supporting structure and link, the panel is the bearing plate contacting the new concrete directly; the supporting structure is a temporary structure for supporting the panel, concrete and construction load, so as to ensure that the building template structure is firmly combined without deformation and damage, and the connecting piece is an accessory for connecting the panel and the supporting structure into a whole.
The building templates at the present stage have various defects, such as poor compressive strength and inconvenient installation and disassembly.
Disclosure of Invention
An object of the utility model is to provide a high strength combination formula building templates to solve the compressive strength difference among the prior art, the inconvenient problem is dismantled in the installation.
In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a high strength combination formula building templates, includes the cope match-plate pattern, the bottom both sides of cope match-plate pattern are installed and are inlayed the flange, second resistance to compression rodent and second meshing groove are installed to the bottom of cope match-plate pattern, the lower bolster is installed to the below of cope match-plate pattern, the top both sides of lower bolster all are provided with inlays the recess, the fixing bolt is installed to the inboard of inlaying the recess, first resistance to compression rodent and first meshing groove are installed on the top of lower bolster, thickening resistance to compression layer is all installed in the outside of cope match-plate pattern and lower bolster.
Preferably, thickening resistance to compression layer sets up to rubber construction, and thickening resistance to compression layer passes through the surface of glue solution bonding cope match-plate pattern and lower bolster.
Preferably, the upper template and the second pressure-resistant engaging tooth are arranged into an integral structure, and the first pressure-resistant engaging tooth and the lower template are arranged into an integral structure.
Preferably, inlay the flange and inlay the recess and inlay and be connected, and inlay the flange and all be provided with the bolt hole on inlaying the recess, and inlay the flange and pass through fixing bolt fixed connection with inlaying the recess.
Preferably, the second press-resisting tooth member is engaged with the first engaging groove, and the first press-resisting tooth member is engaged with the second engaging groove.
Compared with the prior art, the beneficial effects of the utility model are that: the utility model discloses install cope match-plate pattern and lower bolster, and second resistance to compression rodent and second meshing groove are installed to the bottom of cope match-plate pattern, install first resistance to compression rodent and first meshing groove on the top of lower bolster, mesh the meshing of staggering each other with first resistance to compression rodent and first meshing groove through second resistance to compression rodent and second meshing groove, the combination is spliced each other to convenient cope match-plate pattern and lower bolster, make things convenient for the installation of cope match-plate pattern and lower bolster to dismantle through this kind of design, and can improve the compressive capacity of cope match-plate pattern and lower bolster through second resistance to compression rodent and second meshing groove and first resistance to compression rodent and first meshing groove, and all install thickening compressive layer in the outside of cope match-plate pattern and lower bolster, can increase the compressive capacity of cope match-plate pattern and lower bolster through it.
Drawings
Fig. 1 is a schematic structural diagram of the present invention.
Fig. 2 is a front view of the lower template of the present invention.
Fig. 3 is a bottom view of the upper plate of the present invention.
In the figure: 1. mounting a template; 2. inlaying a convex plate; 3. fixing the bolt; 4. inlaying the groove; 5. a first crush-resistant rodent; 6. a first engaging groove; 7. a lower template; 8. a second pressure resistant rodent; 9. a second engaging groove; 10. thickening the pressure resistant layer.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Referring to fig. 1 to 3, in an embodiment of the present invention, a high-strength combined building formwork includes an upper formwork 1, an inlaid protrusion 2 is installed on both sides of a bottom end of the upper formwork 1, the inlaid protrusion 2 is used to be inlaid and connected with an inlaid groove 4, so as to facilitate fixedly connecting the upper formwork 1 with a lower formwork 7, the inlaid protrusion 2 is inlaid and connected with the inlaid groove 4, bolt holes are formed on both the inlaid protrusion 2 and the inlaid groove 4, the inlaid protrusion 2 is fixedly connected with the inlaid groove 4 through a fixing bolt 3, the fixing bolt 3 facilitates bolt fixing of a joint of the inlaid protrusion 2 with the inlaid groove 4, the upper formwork 1 and a second compressive engaging tooth 8 are integrated, the first compressive engaging tooth 5 and the lower formwork 7 are integrated, the second compressive engaging tooth 8 and a second engaging groove 9 are installed on a bottom end of the upper formwork 1, and the second compressive tooth 8 and the second engaging groove 9 are staggered and engaged with the first compressive tooth 5 and the first engaging groove 6, make things convenient for the installation of cope match-plate pattern 1 and lower bolster 7 intercombination greatly, lower bolster 7 is installed to the below of cope match-plate pattern 1, the top both sides of lower bolster 7 all are provided with inlays recess 4, fixing bolt 3 is installed to the inboard of inlaying recess 4, first resistance to compression rodent 5 and first meshing groove 6 are installed on the top of lower bolster 7, second resistance to compression rodent 8 is connected with the meshing of first meshing groove 6, and first resistance to compression rodent 5 is connected with the meshing of second meshing groove 9, thickening compressive layer 10 is all installed in the outside of cope match-plate pattern 1 and lower bolster 7, thickening compressive layer 10 can improve the compressive capacity of cope match-plate pattern 1 and lower bolster 7, thickening compressive layer 10 sets up to rubber construction, and thickening compressive layer 10 passes through the surface of glue solution bonding at cope match-plate pattern 1 and lower bolster 7.
The utility model discloses a theory of operation is: this equipment is when using, splice cope match-plate pattern 1 and lower bolster 7 each other, make the both sides of the bottom of cope match-plate pattern 1 inlay the flange 2 and inlay in inlaying recess 4, and through fixing bolt 3 convenience will inlay flange 2 and inlay recess 4 and carry out locking fixed connection, simultaneously through second resistance to compression rodent 8 and first meshing groove 6 intermeshing, through first resistance to compression rodent 5 and second meshing groove 9 intermeshing, make cope match-plate pattern 1 and the mutual concatenation combination of lower bolster 7, make building templates concatenation shaping, can increase its compressive strength.
It is obvious to a person skilled in the art that the invention is not restricted to details of the above-described exemplary embodiments, but that it can be implemented in other specific forms without departing from the spirit or essential characteristics of the invention. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.
Claims (5)
1. The utility model provides a high strength combination formula building templates, includes cope match-plate pattern (1), its characterized in that the bottom both sides of cope match-plate pattern (1) are installed and are inlayed flange (2), second anti-pressure rodent (8) and second meshing groove (9) are installed to the bottom of cope match-plate pattern (1), lower bolster (7) are installed to the below of cope match-plate pattern (1), the top both sides of lower bolster (7) all are provided with inlays recess (4), fixing bolt (3) are installed to the inboard of inlaying recess (4), first anti-pressure rodent (5) and first meshing groove (6) are installed on the top of lower bolster (7), thickening anti-pressure layer (10) are all installed in the outside of cope match-plate pattern (1) and lower bolster (7).
2. A high strength modular building panel as claimed in claim 1, wherein: thickening anti-pressure layer (10) set up to rubber construction, and thickening anti-pressure layer (10) pass through the surface of glue solution bonding cope match-plate pattern (1) and lower bolster (7).
3. A high strength modular building panel as claimed in claim 1, wherein: the upper template (1) and the second pressure-resistant engaging tooth (8) are arranged into an integral structure, and the first pressure-resistant engaging tooth (5) and the lower template (7) are arranged into an integral structure.
4. A high strength modular building panel as claimed in claim 1, wherein: inlay flange (2) and inlay recess (4) and inlay and be connected, and inlay flange (2) and inlay all be provided with the bolt hole on recess (4), and inlay flange (2) and inlay recess (4) and pass through fixing bolt (3) fixed connection.
5. A high strength modular building panel as claimed in claim 1, wherein: the second pressure-resistant engaging tooth (8) is engaged with the first engaging groove (6), and the first pressure-resistant engaging tooth (5) is engaged with the second engaging groove (9).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920052817.1U CN209958741U (en) | 2019-01-14 | 2019-01-14 | High-strength combined building template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920052817.1U CN209958741U (en) | 2019-01-14 | 2019-01-14 | High-strength combined building template |
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| Publication Number | Publication Date |
|---|---|
| CN209958741U true CN209958741U (en) | 2020-01-17 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201920052817.1U Active CN209958741U (en) | 2019-01-14 | 2019-01-14 | High-strength combined building template |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112727069A (en) * | 2020-12-23 | 2021-04-30 | 刘国平 | A built-up plate for construction of foundation engineering wall concrete |
-
2019
- 2019-01-14 CN CN201920052817.1U patent/CN209958741U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112727069A (en) * | 2020-12-23 | 2021-04-30 | 刘国平 | A built-up plate for construction of foundation engineering wall concrete |
| CN112727069B (en) * | 2020-12-23 | 2022-08-26 | 新疆杰建建设工程有限公司 | A built-up plate for construction of foundation engineering wall concrete |
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