CN220117730U - Combined template building system - Google Patents
Combined template building system Download PDFInfo
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- CN220117730U CN220117730U CN202321349360.3U CN202321349360U CN220117730U CN 220117730 U CN220117730 U CN 220117730U CN 202321349360 U CN202321349360 U CN 202321349360U CN 220117730 U CN220117730 U CN 220117730U
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- 229910001294 Reinforcing steel Inorganic materials 0.000 claims abstract description 23
- 238000009415 formwork Methods 0.000 claims description 17
- 239000000463 material Substances 0.000 claims description 5
- 230000010354 integration Effects 0.000 claims description 3
- 239000011810 insulating material Substances 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 14
- 230000002787 reinforcement Effects 0.000 description 8
- 229910000831 Steel Inorganic materials 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 230000003014 reinforcing effect Effects 0.000 description 3
- 239000010959 steel Substances 0.000 description 3
- 239000004819 Drying adhesive Substances 0.000 description 2
- 238000001035 drying Methods 0.000 description 2
- 239000003292 glue Substances 0.000 description 2
- 230000004075 alteration Effects 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000009977 dual effect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000005187 foaming Methods 0.000 description 1
- 239000012774 insulation material Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
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- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The utility model discloses a combined template building system, which comprises a beam plate, a column plate, a wallboard and a floor plate which are integrally arranged after concrete pouring, and is characterized in that: the beam slab, the column slab, the wallboard and the floor are internally provided with a plurality of mutually connected templates, the joints of the templates and the templates are provided with mutually matched mounting grooves, the surfaces of the templates are provided with detachable exposed reinforcing steel bar supports, the system enables construction to be carried out without large-scale machines such as cranes, and construction of the beam slab, the column slab, the wallboard and the floor can be completed by only needing a small amount of manual work.
Description
Technical Field
The utility model relates to the technical field of constructional engineering, in particular to a combined template building system.
Background
The traditional frame construction sequence is that the mounting bracket, blanking, formwork supporting, reinforcing steel bar mounting, concrete pouring, bracket removing and formwork removing are carried out, 7 working procedures are carried out, the technology is complex, labor and material are wasted, the formwork is large, a tower crane or a crane is needed for transportation, for people living in rural areas, time and labor are wasted, and heavy machinery is difficult to transport, the existing light formwork is formed by combining polygonal templates with different shapes, such as an integrated beam slab column template structure system disclosed in China patent 201520053708.3, column template units, beam template units and floor slab template units are formed by adopting different shapes such as triangles, trapezoids, saw-tooth shapes and the like, the weight is reduced, but the damage is caused in the transportation or assembly process due to the shape specificity, and the cost is wasted.
Disclosure of Invention
In order to solve the problems in the background art, a combined template building system is provided.
The technical aim of the utility model is realized by the following technical scheme:
the utility model provides a modular template building system, includes beam slab, column board, wallboard and the floor panel that integration set up after the concrete placement, its characterized in that: the beam plate, the column plate, the wallboard and the floor are internally provided with a plurality of templates which are connected with each other, the connecting part of the templates and the templates is provided with mutually matched mounting grooves, and the surface of the templates is provided with a detachable exposed reinforcing steel bar support.
In one embodiment, an inner mesh reinforcement is disposed within the form.
In one embodiment, the exposed reinforcing steel bar support comprises a plurality of triangular supports, a plurality of nuts and a fixing rod, wherein the nuts are embedded in the surface of the template, a screw is arranged at the bottom end of each triangular support, the screw penetrates through the nuts to be connected with the reinforcing steel bar net, and the fixing rod is fixedly connected to the top ends of the triangular supports.
In one embodiment, when the templates are vertically connected with the templates, the mounting groove is in a 45-degree right-angle tenon structure.
In one embodiment, the surface of the template is made of a decorative material, and the interior of the template is made of a heat-insulating material.
In one embodiment, 4 templates are vertically spliced into square cavity units, and a plurality of square cavity units are vertically spliced into a column plate.
In one embodiment, the beam plate comprises a beam bottom plate and a Liang Bianban, the Liang Bianban is vertically spliced on the edge of the beam bottom plate, the beam bottom plate is formed by horizontally splicing a plurality of templates, and the Liang Bianban is formed by vertically splicing a plurality of templates.
In one embodiment, the floor is formed by horizontally splicing a plurality of templates, and the floor overlapping is tiled at the top end of the beam bottom plate.
In one embodiment, 2 of the Liang Bianban units are vertically arranged at two ends of the building system infrastructure to form an H-shaped cavity unit, and a plurality of the H-shaped cavity units are vertically spliced into a wallboard.
In summary, the utility model has the following advantages:
1: through adopting a plurality of templates to splice each other, form beam slab, column slab, wallboard and floor, beam slab, column slab, wallboard and floor make up into building system for constructor need not tower crane or hoist and carries out transportation, only needs the transportation and the construction of manual work can accomplish the template.
2: through setting up the bar screen in the template, the template surface sets up detachable and exposes the bar support, fixes the bar support that exposes on the bar skeleton on roof beam, post, wall and ground with connecting piece such as thick binding, has the effect of exposing the bar support and connecting piece dual tensile force such as thick binding, after concrete secondary pouring, template and ground integration firmness are high, can need not to demolish the template in the later stage.
Drawings
FIG. 1 is a schematic diagram of a template structure according to the present utility model;
fig. 2 is a schematic view of the structure of the inner reinforcing mesh and the exposed reinforcing support of the present utility model;
FIG. 3 is a schematic view of a 45 degree right angle tongue structure of the present utility model;
FIG. 4 is a schematic view of a beam slab structure according to the present utility model;
FIG. 5 is a schematic view of a column plate structure according to the present utility model;
FIG. 6 is a schematic view of a wall panel according to the present utility model;
fig. 7 is a schematic view of the structure of the floor panel of the present utility model.
In the figure: 1. a beam plate; 2. a pillar plate; 3. a wallboard; 4. a floor panel; 5. a template; 6. a mounting groove; 7. exposing the steel bar support; 8. an inner reinforcing mesh; 9. a tripod; 10. a nut; 11. a fixed rod; 12. 45-degree right-angle tenon structure; 13. square cavity units; 14. a beam bottom plate; 15. liang Bianban; 16. an H-shaped cavity unit.
Detailed Description
The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
The utility model provides an embodiment, provides a combined template 5 building system, as shown in fig. 1-7, comprising a beam slab 1, a column slab 2, a wallboard 3 and a floor 4 which are integrally arranged after concrete pouring, and is characterized in that: the beam slab 1, the column slab 2, the wallboard 3 and the floor slab 4 are internally provided with a plurality of mutually connected templates 5, the connection part of the templates 5 and the templates 5 is provided with mutually matched mounting grooves 6, the surface of the templates 5 is provided with a detachable exposed reinforcing steel bar support 7, the templates 5 are plane plates, and are not special-shaped, namely, the damage among the templates in the transportation process is greatly reduced, the construction steps of the system are formwork supporting-mounting reinforcing steel bar-pouring concrete, and the formwork supporting only needs to combine the standard templates 5 prepared in advance, so that the system is simple and convenient.
In one embodiment, an inner mesh reinforcement 8 is disposed within the formwork 5.
The internal reinforcing steel bar net 8 strengthens the main structural strength of the formwork, and the exposed reinforcing steel bar support 7, the main beam plate 1, the column plate 2, the wallboard 3 and the floor 4 of the building can be integrated through secondary concrete pouring, so that the firmness is high.
The beam plate 1, the column plate 2 and the wallboard 3 form boards adopt the flexible combination concept, a plurality of form boards 5 are combined into a cavity unit, a plurality of cavity units are combined into the whole cavity of the beam plate 1, the column plate 2 and the wallboard 3 of the building, and finally, the reinforcement cage and the concrete are added to finish the construction of the beam, the column and the wall of the building.
The ground structure is formed by lapping and tiling the artificial ground plate 4 or hoisting the ground plate 4 on the beam of the building through the template, thereby forming a stressed bottom surface of the ground of the building, and finally, the construction is completed by pouring concrete, and the integrated firmness of the ground plate 4 and the ground of the building can be realized because the exposed reinforcing steel bar bracket 7 is arranged.
In one embodiment, as shown in fig. 1-2, the exposed reinforcement bar support 7 includes a plurality of triangular supports 9, a plurality of nuts 10 and a fixing rod 11, the nuts 10 are embedded on the surface of the formwork 5, the bottom ends of the triangular supports 9 are provided with screws, the screws penetrate through the nuts 10 to be connected with the reinforcement mesh, and the fixing rod 11 is fixedly connected to the top ends of the triangular supports 9.
In one embodiment, as shown in fig. 3, when the form is vertically connected to the form, the mounting groove 6 is a 45 ° square tenon structure 12.
When the templates 5 are installed in a right-angle intersecting mode, a 45-degree right-angle tenon joint surface of the intersecting surface is cut by a machine to form a 45-degree right-angle tenon structure 12, and then two chamfer angles are assembled to increase the firmness of the right angle, and quick-drying adhesive can be added before assembling the tenon joint surface.
In one embodiment, the surface of the template 5 is made of a decorative material, and the interior of the template 5 is made of a thermal insulation material.
In one embodiment, as shown in fig. 5, 4 templates 5 are vertically spliced into square cavity units 13, and a plurality of square cavity units 13 are vertically spliced into a column plate 2.
The standard height of the template 5 used for the column plate 2 is 100 cm, the standard length is 55 cm, 20 cm and 10 cm, and the standard thickness is 25 mm. According to the column width, a plurality of column plates 2 with different lengths can be freely combined into one surface of a building column, the exposed support on the inner side of the column plate 2 and the reinforcement cage of the column are connected and fixed by using connecting pieces such as thick binding wires, the four-side column plates 2 are combined into a quadrilateral cavity unit, a plurality of quadrilateral cavity units are overlapped and combined into a whole column cavity, quick-drying adhesive can be added at the mounting groove 6 during combination to increase the firmness of the cavity, and finally concrete is added to complete construction.
In one embodiment, as shown in fig. 4, the beam slab 1 includes beam bottom plates 14 and Liang Bianban 15, the Liang Bianban is vertically spliced on the edge of the beam bottom plate 14, the beam bottom plate 14 is formed by horizontally splicing a plurality of templates 5, and the Liang Bianban 15 is formed by vertically splicing a plurality of templates 5.
The standard length of the template 5 used for the beam bottom plate 14 is 100 cm, the standard width is 25 cm, 30 cm and 35 cm, the standard thickness is 25 mm, and the template can be freely combined into the beam bottom plate according to the beam width. The mounting grooves are arranged at the edges close to the two sides of the length direction of the bottom plate, so that Liang Bianban can be conveniently inserted and positioned. If a beam of a particular width is encountered, the base plate is used to trim its excess beyond its width.
Liang Bianban 15 the standard height of the template 5 used is 55, 20, 10 cm, the standard thickness is 25 mm and the standard length is 100 cm. The four periphery is provided with the mounting groove 6, a plurality of standard components can be overlapped and combined on the beam bottom plate 14 according to the actual height of the beam to form a corresponding Liang Bianban, and then the exposed bracket of the beam bottom plate 14, the exposed brackets at the inner sides of the two fast beam side plates 15 and the beam steel rib frame are connected and fixed by using connecting pieces such as thick binding wires to form a bucket-shaped cavity unit, and a plurality of bucket-shaped cavity units are connected and combined to form the whole beam cavity. In order to increase the firmness of the cavity, quick-drying glue can be added at the mounting groove 6 during combination, and finally concrete is added to complete the construction of the beam.
In one embodiment, as shown in fig. 7, the floor board 4 is formed by horizontally splicing a plurality of templates 5, and the floor board 4 is lapped and tiled on the top end of the beam bottom plate 14.
The floor board 4 can be divided into an artificial floor board 4 and a hoisting floor board 4 in specific construction, wherein the standard thickness of a template 5 used by the artificial floor board 4 is 6 cm; the standard length is 320 cm, the standard width is 20 cm, a plurality of floor boards 4 are used for manual work, the weight of a single manual floor board 4 is about 78 kg, the overlapping edges are paved on the built beam of the building, a complete stressed bottom surface of the building floor can be built without mechanical equipment, and finally, concrete is poured to finish the construction. Because the exposed reinforcing steel bar support 7 is arranged, the floor 4 and the building floor can realize high integrated firmness.
The standard thickness of the template 5 used for hoisting the floor 4 is 6 cm; the standard length is 300 cm, the length can be produced according to actual needs, the standard width is 100 cm, a plurality of floor boards 4 are used for mechanical hoisting, the weight of a single hoisting floor board 4 is about 360 kg, the lapping edge is paved on an established beam of a building, a complete stressed bottom surface of the building floor can be quickly established, and finally concrete is poured to finish the building. Because the exposed reinforcing steel bar support 7 is arranged, the floor 4 and the building floor can realize high integrated firmness.
In one embodiment, as shown in fig. 6, 2 of the Liang Bianban units are vertically disposed at two ends of the building system infrastructure to form an H-shaped cavity unit 16, and a plurality of the H-shaped cavity units 16 are vertically spliced into the wallboard 3.
The standard height of the form 5 used in the wallboard 3 is 55 cm, 20 cm, 10 cm, the standard thickness is 25 mm, and the standard length is 100 cm. The two beam side plates 15 are correspondingly arranged on the established cross beams or other foundations of the building, and the exposed brackets at the inner sides of the two beam side plates 15 and the steel reinforcement frameworks of the walls are connected and fixed by using connecting pieces such as thick binding wires to form an H-shaped cavity. A plurality of H-shaped cavities are connected and combined into a layer of wall cavity, a plurality of layers of wall cavities are overlapped and combined into a whole wall cavity, quick-drying glue can be added at the mounting groove 6 during combination in order to increase the firmness of the cavity, and finally, concrete or other filling materials are added to complete construction.
The operation steps of the device are as follows:
the beam slab 1, the column slab 2 and the wall slab 3 are standardized templates 5 made of light building materials such as inner reinforcing steel meshes 8, exposed reinforcing steel supports 7, foaming cement and the like, and are flexibly combined into one cavity unit of the beam slab 1, the column slab 2 and the wall slab 3 of a building, a plurality of cavity units are combined into the whole cavities of the beam slab 1, the column slab 2 and the wall slab 3 of the building, and finally, the reinforcement cages and the concrete of the beam slab 1, the column slab 2 and the wall slab 3 are added to finish construction. The inner side of the product is provided with a reinforcing steel bar support which is exposed, and the reinforcing steel bar support can be fixed at a position and can be integrated with a beam slab 1, a column slab 2 and a wallboard 3 of a building through secondary concrete pouring.
The floor board 4 is a standardized template 5 made of an inner reinforcing steel bar net 8, an exposed reinforcing steel bar support 7 and concrete, a plurality of floor boards 4 are used for lapping and tiling on the built beam plates 1 of the building, a stressing bottom surface of the building floor is formed by combination, and finally, the construction is completed by pouring concrete. Because the exposed reinforcing steel bar support 7 is arranged, the integrated firmness of the floor panel 4 and the building floor after the concrete is poured can be realized.
Although embodiments of the present utility model have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made therein 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 (9)
1. The utility model provides a modular template building system, includes beam slab, column board, wallboard and the floor panel that integration set up after the concrete placement, its characterized in that: the beam plate, the column plate, the wallboard and the floor are internally provided with a plurality of templates which are connected with each other, the connecting part of the templates and the templates is provided with mutually matched mounting grooves, and the surface of the templates is provided with a detachable exposed reinforcing steel bar support.
2. A modular formwork building system as claimed in claim 1, wherein: and an inner reinforcing steel bar net is arranged in the template.
3. A modular formwork building system as claimed in claim 2, wherein: the exposed reinforcing steel bar support comprises a plurality of triangular supports, a plurality of nuts and a fixing rod, wherein the nuts are embedded in the surface of the template, a screw is arranged at the bottom end of each triangular support, the screw penetrates through the nuts to be connected with the reinforcing steel bar mesh, and the fixing rod is fixedly connected to the top ends of the triangular supports.
4. A modular formwork building system as claimed in claim 1, wherein: when the template is vertically connected with the template, the mounting groove is of a 45-degree right-angle tenon structure.
5. A modular formwork building system as claimed in claim 1, wherein: the surface of the template is made of a decorative material, and the interior of the template is made of a heat-insulating material.
6. A modular formwork building system as claimed in any one of claims 1 to 4, wherein: 4 templates are vertically spliced into square cavity units, and a plurality of square cavity units are vertically spliced into column plates.
7. A modular formwork building system as claimed in any one of claims 1 to 4, wherein: the beam plate comprises a beam bottom plate and Liang Bianban, liang Bianban is vertically spliced on the edge of the beam bottom plate, the beam bottom plate is formed by horizontally splicing a plurality of templates, and Liang Bianban is formed by vertically splicing a plurality of templates.
8. A modular formwork building system as claimed in claim 7, wherein: the floor board is formed by horizontally splicing a plurality of templates, and the floor board overlap edges are tiled at the top end of the beam bottom plate.
9. A modular formwork building system as claimed in claim 7, wherein: the 2H-shaped cavity units Liang Bianban are vertically arranged at two ends of the building system foundation framework to form H-shaped cavity units, and the H-shaped cavity units are vertically spliced into wallboards.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321349360.3U CN220117730U (en) | 2023-05-30 | 2023-05-30 | Combined template building system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321349360.3U CN220117730U (en) | 2023-05-30 | 2023-05-30 | Combined template building system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220117730U true CN220117730U (en) | 2023-12-01 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321349360.3U Active CN220117730U (en) | 2023-05-30 | 2023-05-30 | Combined template building system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220117730U (en) |
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2023
- 2023-05-30 CN CN202321349360.3U patent/CN220117730U/en active Active
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