CN209780009U - Prefabricated concatenation formula concrete building templates that can exempt from to tear open - Google Patents
Prefabricated concatenation formula concrete building templates that can exempt from to tear open Download PDFInfo
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- CN209780009U CN209780009U CN201920338974.9U CN201920338974U CN209780009U CN 209780009 U CN209780009 U CN 209780009U CN 201920338974 U CN201920338974 U CN 201920338974U CN 209780009 U CN209780009 U CN 209780009U
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- template
- pull rod
- tenons
- pull
- rod
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 7
- 239000010959 steel Substances 0.000 claims abstract description 7
- 239000000835 fiber Substances 0.000 claims description 3
- 230000002787 reinforcement Effects 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 17
- 239000002023 wood Substances 0.000 abstract description 3
- 238000009415 formwork Methods 0.000 description 23
- 230000007613 environmental effect Effects 0.000 description 3
- 230000006872 improvement Effects 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 230000008569 process Effects 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 239000004033 plastic Substances 0.000 description 2
- 229920003023 plastic Polymers 0.000 description 2
- 230000007306 turnover Effects 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 229910000838 Al alloy Inorganic materials 0.000 description 1
- 238000004873 anchoring Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000004134 energy conservation Methods 0.000 description 1
- 239000011152 fibreglass Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
the utility model discloses a disassembly-free prefabricated spliced concrete building template, which comprises a bottom plate template, a pull rod template, a non-pull rod template and a top plate template, wherein the edges of four sides of the upper end surface of the bottom plate template are respectively provided with a concave tenon; the edges of the inner side plate surface of the pull rod template away from the two sides and the bottom surface of the pull rod template are provided with tenons, and the top surface of the pull rod template is provided with tenons; the two sides and the top surface of the template without the pull rod are provided with the tenons, and the bottom surface of the template is provided with the tenons; the four side edges of the lower end surface of the top plate template are respectively provided with a tenon; the bottom plate template, the pull rod template, the non-pull rod template and the top plate template are spliced with each other through the tenons and the tenons to form the building template. The utility model discloses need not dismantle, practice thrift steel wood template and bearing structure, prefabricated preparation is convenient, and limit concatenation limit construction, construction quality is easily controlled, practices thrift the engineering time.
Description
Technical Field
The utility model belongs to the technical field of civil engineering, be applicable to the overlap joint construction of civil engineering various templates, concretely relates to prefabricated concatenation formula concrete building template that can exempt from to tear open.
Background
The traditional building template is used as a temporary supporting structure and is manufactured according to the design requirement, so that a concrete structure and a member are formed according to the specified position and geometric dimension, the correct position of the concrete structure and the member is kept, and the self weight of the building template and the external load acting on the building template are borne. The building templates are widely applied to civil engineering construction such as water conservancy, water transportation, roads and bridges, industrial and civil buildings and the like, and the most commonly used templates at present are steel templates, wood templates, plastic templates and the like.
The steel building template is a shaped building template, is assembled into various shapes and sizes by connecting members, is suitable for various structural forms, has high turnover rate, safety and good surface leveling effect, but has heavy weight, high investment and high hoisting and storage requirements, and needs to be carefully kept and maintained and prevented from rusting in the use process.
the wooden building template has the advantages of convenient use, low self weight, flat and smooth board surface, capability of being sawn, drilled, low temperature resistance, simple and convenient installation, low price, smooth and attractive surface of a poured object, no pollution to the surface of concrete, no need of a wall surface secondary plastering process, low repeated use efficiency, large wood consumption, great demand on natural environment resources, no environmental protection and unsuitability for sustainable development roads.
Other building templates such as plastic building templates, glass fiber reinforced plastic building templates and aluminum alloy building templates have the characteristics of light weight, high rigidity, convenience in assembly, high turnover rate, simplicity in operation, high construction speed, high return, environmental friendliness and energy conservation, but are not generally used in construction due to high construction cost.
the templates are temporary supporting structure supporting structures, after the supporting of the components is completed, the templates need to be disassembled and recycled, the risks of damage and abandonment exist, the investment cost is high, and a low-price, high-efficiency, high-quality and environment-friendly brand-new template system is urgently needed in the building market to replace the traditional templates.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a but prefabricated concatenation formula concrete building templates of exempting from to tear open of low price, high-efficient, high-quality, environmental protection, simple structure, concatenation convenience, exempt from to demolish, the construction progress is fast, construction quality is easily controlled, wholeness and durability are guaranteed.
In order to further realize the above purpose, the utility model adopts the following technical scheme: a prefabricated splicing type concrete building template capable of being disassembled in an exempting way comprises a bottom plate template, a pull rod template, a non-pull rod template and a top plate template, wherein four side edges of the upper end surface of the bottom plate template are respectively provided with a tenon; the edges of the inner side plate surface of the pull rod template away from the two sides and the bottom surface of the pull rod template are provided with tenons, and the top surface of the pull rod template is provided with tenons; the two sides and the top surface of the template without the pull rod are provided with the tenons, and the bottom surface of the template is provided with the tenons; the four side edges of the lower end surface of the top plate template are respectively provided with a tenon; the bottom plate template, the pull rod template, the non-pull rod template and the top plate template are spliced with each other through the tenons and the tenons to form the building template.
As above-mentioned technical scheme's preferred implementation, the prefabricated concatenation formula concrete building templates that can exempt from to tear open that the embodiment of the utility model provides further includes the part or whole of following technical characteristic:
As above-mentioned technical scheme's improvement the utility model discloses an in the embodiment, the pull rod template is including two, and two pull rod templates relative side are provided with evenly distributed's pull ring and pull rod, through pull ring and pull rod with the taut anchoring of two pull rod templates.
As above-mentioned technical scheme's improvement the utility model discloses an in the embodiment, be provided with in bottom plate template, pull rod template, no pull rod template and the roof template and strengthen steel wire, wire net or fibre web.
Compared with the prior art, the utility model discloses following beneficial effect has:
The utility model discloses building templates can be prefabricated at mill's processing, only need the concatenation nestification just can produce the template that adapts to various complicated shape contours, easy operation, be suitable for the convenience, very big improvement efficiency of construction.
② the utility model discloses building templates need not demolish the mould and retrieve, can not cause the loss, avoids extravagant steel timber and polluted environment, and whole investment is less.
Third the utility model discloses building templates built-in fitting is few, only needs to set up pull ring and pull rod on the one direction, need not outside template bearing structure, and the integral erection is simple.
The building template of the utility model is also used as the surface part of the component, the flatness of the surface of the component is beautiful, and the construction quality is easy to control.
The utility model discloses building templates and newly-built concrete form a whole, and bonding strength includes the joint strength that concrete bond and pull rod, and the wholeness is better.
Drawings
In order to more clearly illustrate the technical solution of the present invention, the drawings needed for the description of the embodiments or the prior art will be briefly described below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and it is obvious for those skilled in the art that other drawings can be obtained according to the drawings without creative efforts.
Fig. 1 is a schematic three-dimensional structure diagram of the disassembly-free prefabricated spliced concrete building template of the utility model;
Fig. 2 is a top view of the present invention in fig. 1;
FIG. 3 is a schematic structural view of the bottom plate form of FIG. 1 according to the present invention;
FIG. 4 is a schematic view of the top plate form of FIG. 1 according to the present invention;
FIG. 5 is a schematic view of the tie bar form of FIG. 1 according to the present invention;
Fig. 6 is a schematic top view of the tie bar form of fig. 5 in accordance with the present invention;
Fig. 7 is a schematic structural view of the form without tie bars in fig. 1 according to the present invention.
in the figure: 1-bottom plate template, 2-pull rod template, 3-no-pull rod template, 4-top plate template, 5-pull ring, 6-pull rod, 7-concave tenon and 8-convex tenon.
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 of the present invention, all other embodiments obtained by a person of ordinary skill in the art without creative efforts belong to the protection scope of the present invention.
A prefabricated splicing type concrete building template capable of being disassembled without disassembly, as shown in fig. 1-7, comprises a bottom plate template 1, a pull rod template 2, a pull rod-free template 3 and a top plate template 4, wherein the bottom plate template 1, the pull rod template 2, the pull rod-free template 3 and the top plate template 4 are sheet-shaped concrete entities, the bottom plate template 1 is flatly placed, four tenons 7 are arranged on the upper end face of the bottom plate template 1 and are away from four side edges, and the four tenons are used for splicing and fixing the pull rod template 2 and the pull rod-free template 3 which are positioned on the upper portion of; the pull rod formworks 2 are vertically spliced, tenons 8 are arranged on the surface of an inner side plate of each pull rod formwork 2 from the edges of two sides and are used for deeply lapping tenons 7 of the non-pull rod formworks 3, tenons 8 are arranged on the bottom surface of each pull rod formwork and are used for deeply lapping the tenons 7 of the bottom plate formworks 1, the tenons 7 are arranged on the top surface of each pull rod formwork and are used for splicing tenons 8 of the top plate formworks 4 or splicing another layer, each pull rod formwork 2 comprises two pull rings which are arranged on the left side and the right side, pull rings 5 and pull rods 6 which are uniformly distributed are arranged on the opposite side surfaces of the two pull; the pull-rod-free formwork 3 is vertically spliced, the pull-rod-free formwork 3 comprises two pieces which are arranged in front and back, tenons 7 are arranged on two sides of the pull-rod-free formwork 3 and used for being lapped with tenons 8 of the pull-rod formwork 2, tenons 8 are arranged on the bottom surface of the pull-rod-free formwork and used for deeply lapping the tenons 7 of the bottom plate formwork 1, and tenons 7 are arranged on the top surface of the pull-rod-free formwork and used for being spliced with the tenons 8. The tie-rod-free formwork 3 can be fixed by the tenon 8 of the tie-rod formwork 2, so that the tie rods 6 and the pull rings 5 are not needed. At the moment, the building template forms a hollow shell component, the inner surface of the hollow shell is rough, concrete is poured into the hollow shell for construction, another layer is spliced and poured after the layered pouring is finished, and the construction effect while splicing is achieved. And after the integral casting is finished, hoisting the top plate template 4, horizontally placing the top plate template 4, and arranging four tenons 8 at the lower end surface of the top plate template, which are away from the four side edges, for deeply splicing the pull rod template 2 and the pull rod-free template 3, so as to finish the whole construction. The integral splicing formwork can bear horizontal load (lateral pressure of concrete) and vertical load (self weight of a building formwork, material structure and construction load) in the construction process of a concrete structure, the concrete formwork can be used for pouring concrete inside during splicing formwork erection, the horizontal load is gradually borne, the poured concrete, the inner pull rod and the roughened concrete formwork are hardened into a whole, and the building formwork is taken as a part of the structure and is not detached.
The utility model relates to an embodiment, be provided with in bottom plate template 1, pull rod template 2, no pull rod template 3 and the roof template 4 and strengthen steel wire, wire net or fibre web for increase building templates compressive strength. The building panels must be rough on the inside surface and may be ribbed if desired. The pull rod 6 and the pull ring 5 are uniformly distributed on the inner surface, and the tensile strength is enough. And after the construction is finished, joint repairing mortar reinforcement and attractive treatment are carried out on the surface splicing gap.
While the foregoing is directed to the preferred embodiment of the present invention, it will be understood that the invention is not limited thereto, and that various modifications and changes can be made by those skilled in the art without departing from the principles of the invention.
Claims (3)
1. The disassembly-free prefabricated spliced concrete building template is characterized by comprising a bottom plate template (1), a pull rod template (2), a non-pull rod template (3) and a top plate template (4), wherein four edges of the upper end surface of the bottom plate template (1) are respectively provided with a tenon (7); the inner side plate surface of the pull rod template (2) is provided with tenons (8) at the edges of two sides and the bottom surface thereof, and the top surface thereof is provided with tenons (7); the two sides and the top surface of the pull-rod-free template (3) are provided with the tenons (7), and the bottom surface of the pull-rod-free template is provided with the tenons (8); the four side edges of the lower end surface of the top plate template (4) are respectively provided with a tenon (8); the building template is formed by mutually splicing a bottom plate template (1), a pull rod template (2), a non-pull rod template (3) and a top plate template (4) through a tenon (7) and a tenon (8).
2. the disassembly-free prefabricated spliced concrete building template as claimed in claim 1, wherein the pull rod templates (2) comprise two pull rod templates, one side surface of each pull rod template (2) opposite to the other side surface is provided with pull rings (5) and pull rods (6) which are uniformly distributed, and the two pull rod templates (2) are tensioned and anchored through the pull rings (5) and the pull rods (6).
3. The demolition-free prefabricated spliced concrete building form of claim 1, wherein reinforcement wires, steel meshes or fiber meshes are disposed in the bottom plate form (1), the tie-rod form (2), the tie-rod-free form (3) and the top plate form (4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920338974.9U CN209780009U (en) | 2019-03-15 | 2019-03-15 | Prefabricated concatenation formula concrete building templates that can exempt from to tear open |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920338974.9U CN209780009U (en) | 2019-03-15 | 2019-03-15 | Prefabricated concatenation formula concrete building templates that can exempt from to tear open |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209780009U true CN209780009U (en) | 2019-12-13 |
Family
ID=68798131
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920338974.9U Expired - Fee Related CN209780009U (en) | 2019-03-15 | 2019-03-15 | Prefabricated concatenation formula concrete building templates that can exempt from to tear open |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209780009U (en) |
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2019
- 2019-03-15 CN CN201920338974.9U patent/CN209780009U/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: 20191213 |