CN220645221U - Inner pull type disassembly-free high-strength concrete fiber template - Google Patents
Inner pull type disassembly-free high-strength concrete fiber template Download PDFInfo
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- CN220645221U CN220645221U CN202321618524.8U CN202321618524U CN220645221U CN 220645221 U CN220645221 U CN 220645221U CN 202321618524 U CN202321618524 U CN 202321618524U CN 220645221 U CN220645221 U CN 220645221U
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- 239000011372 high-strength concrete Substances 0.000 title claims abstract description 114
- 239000000835 fiber Substances 0.000 title claims abstract description 86
- 239000011094 fiberboard Substances 0.000 claims description 42
- 238000009413 insulation Methods 0.000 claims description 20
- 230000003014 reinforcing effect Effects 0.000 claims description 12
- 229910000831 Steel Inorganic materials 0.000 claims description 10
- 239000010959 steel Substances 0.000 claims description 10
- 239000004567 concrete Substances 0.000 claims description 8
- 239000000853 adhesive Substances 0.000 claims description 6
- 230000001070 adhesive effect Effects 0.000 claims description 6
- 239000002131 composite material Substances 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 15
- 238000010586 diagram Methods 0.000 description 6
- 238000000034 method Methods 0.000 description 5
- 230000000694 effects Effects 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 239000004793 Polystyrene Substances 0.000 description 1
- 239000003245 coal Substances 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 238000005034 decoration Methods 0.000 description 1
- 238000004134 energy conservation Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 239000012774 insulation material Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 229920002223 polystyrene Polymers 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Landscapes
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The utility model discloses an inner pull type disassembly-free high-strength concrete fiber template, which relates to the technical field of constructional engineering and comprises the following components: the high-strength concrete fiber plates and a plurality of internal pulling pieces, the two sides and the upper side and the lower side of the high-strength concrete fiber plates are respectively provided with slots or protrusions for being spliced and connected with other high-strength concrete fiber plates, the internal pulling pieces comprise nuts and screw rods, the nuts are buried and fixed on the high-strength concrete fiber plates, the screw rods are in threaded connection with the nuts and protrude out of the high-strength concrete fiber plates, the positions of the screw rods protruding out of the high-strength concrete fiber plates are provided with connecting parts, the inner-layer high-strength concrete fiber templates and the outer-layer high-strength concrete fiber templates of the building wall are formed by connecting the pull rods, and the two ends of the pull rods are respectively connected with the connecting parts on the inner-layer high-strength concrete fiber templates and the outer-layer high-strength concrete fiber templates, so that the construction efficiency is effectively improved, and the construction period is shortened.
Description
Technical Field
The utility model relates to the technical field of constructional engineering, in particular to an internal-pulling type disassembly-free high-strength concrete fiber template.
Background
At present, the traditional formwork in the building industry is supported and reinforced, the working procedure is complex, the process standard is low, and the energy conservation and environmental protection performance are poor. After the wall concrete is poured, the subsequent manual consumption of form removal and decoration plastering is large, the construction period is long, and the quality is unstable.
Disclosure of Invention
The utility model aims to provide an internal-pulling type disassembly-free high-strength concrete fiber template, which solves the problems in the prior art, effectively improves the construction efficiency and shortens the construction period.
In order to achieve the above object, the present utility model provides the following solutions:
the utility model provides an internal pull type disassembly-free high-strength concrete fiber template, which comprises the following components: the high-strength concrete fiber plate comprises a high-strength concrete fiber plate and a plurality of internal pulling pieces, wherein slots or protrusions used for being spliced and connected with other high-strength concrete fiber plates are respectively arranged on two sides, upper sides and lower sides of the high-strength concrete fiber plate, the internal pulling pieces comprise nuts and screws, the nuts are buried and fixed on the high-strength concrete fiber plate, the screws are used for being connected with the nuts in a threaded mode and protruding out of the high-strength concrete fiber plate, connecting parts are arranged at the positions, protruding out of the high-strength concrete fiber plate, of the high-strength fiber plate, an inner-layer high-strength concrete fiber template and an outer-layer high-strength concrete fiber template of a building wall are formed, the two ends of each pulling rod are respectively connected with connecting parts on the inner-layer high-strength concrete fiber template and the outer-layer high-strength fiber template.
Preferably, a reinforcing net is further arranged in the high-strength concrete fiber board, a bottom plate is arranged at one end, far away from the screw rod, of the nut, and the bottom plate is fixedly connected with the reinforcing net.
Preferably, the reinforcing mesh is a steel wire mesh, and the bottom plate is a steel plate with the thickness of 1 mm-5 mm.
Preferably, the connecting part is a hanging ring, the pull rod is a steel bar with hooks at two ends, and the hooks of the pull rod are used for being inserted into the hanging ring.
Preferably, the thickness of the high-strength concrete fiber plate is 15-50 mm, and a facing layer is arranged on one side of the high-strength concrete fiber plate, which is far away from the connecting part.
Preferably, the concrete molding machine further comprises an insulation board, wherein the insulation board is fixedly arranged on one side, far away from the finish coat, of the high-strength concrete fiber board, and the connecting part of the screw rod protrudes out of the insulation board.
Preferably, the thermal insulation board further comprises an adhesive interface layer, wherein the adhesive interface layer is used for being arranged between the thermal insulation board and the high-strength concrete fiber board and adhering and fixing the thermal insulation board and the high-strength concrete fiber board.
Preferably, the high-strength concrete fiber plate is an L-shaped high-strength concrete fiber plate, and the L-shaped high-strength concrete fiber plate is used for an external corner template of the column.
Preferably, the high-strength concrete fiber plate is a U-shaped high-strength concrete fiber plate, and the U-shaped high-strength concrete fiber plate is used for a beam bottom template.
Compared with the prior art, the utility model has the following technical effects:
the utility model provides an inner-pulling type disassembly-free high-strength concrete fiber template, wherein a plurality of high-strength concrete fiber templates are spliced and connected through slots or protrusions to form an inner-layer template and an outer-layer template which form a building wall, the connecting parts of the inner-layer template and the outer-layer template are connected through pull rods, and then the building wall is formed by pouring between the inner-layer template and the outer-layer template.
Drawings
In order to more clearly illustrate the embodiments of the present utility model or the technical solutions in the prior art, the drawings that are needed in the embodiments will be briefly described below, and it is obvious that the drawings in the following description are only some embodiments of the present utility model, and other drawings may be obtained according to these drawings without inventive effort for a person skilled in the art.
Fig. 1 is a schematic structural diagram of an inner pull type disassembly-free high-strength concrete fiber template according to the first embodiment;
fig. 2 is an application schematic diagram of an inner pull type disassembly-free high-strength concrete fiber template according to the first embodiment;
fig. 3 is a schematic structural diagram of an inner-pull type disassembly-free high-strength concrete fiber template according to a second embodiment;
fig. 4 is an application schematic diagram of an inner pull type disassembly-free high-strength concrete fiber template provided in the second embodiment;
fig. 5 is an application schematic diagram of an inner pull type disassembly-free high-strength concrete fiber template provided in the third embodiment;
fig. 6 is an application schematic diagram of an inner pull type disassembly-free high-strength concrete fiber template according to the fourth embodiment.
In the figure: 1. high-strength concrete fiber plate; 2. a slot; 3. a protrusion; 4. an inner pull; 41. a nut; 42. a screw; 43. a bottom plate; 44. hanging rings; 5. a reinforcing mesh; 6. a pull rod; 7. a facing layer; 8. a thermal insulation board; 9. cast-in-place concrete walls; 10. u-shaped high-strength concrete fiber plates; 11. l-shaped high-strength concrete fiber plate.
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 aims to provide an internal-pulling type disassembly-free high-strength concrete fiber template, which solves the problems in the prior art, effectively improves the construction efficiency and shortens the construction period.
In order that the above-recited objects, features and advantages of the present utility model will become more readily apparent, a more particular description of the utility model will be rendered by reference to the appended drawings and appended detailed description.
Example 1
The utility model provides an inner pull type disassembly-free high-strength concrete fiber template, as shown in figures 1-2, comprising: the high-strength concrete fiberboard 1 and a plurality of internal pull pieces 4, the two sides and the upper and lower sides of the high-strength concrete fiberboard 1 are respectively provided with a slot 2 or a bulge 3 for splicing connection with other high-strength concrete fiberboard 1, the internal pull pieces 4 comprise a nut 41 and a screw rod 42, the nut 41 is embedded and fixed on the high-strength concrete fiberboard 1, the screw rod 42 is in threaded connection with the nut 41 and the screw rod 42 protrudes out of the high-strength concrete fiberboard 1, the parts of the screw rod 42 protruding out of the high-strength concrete fiberboard 1 are provided with connecting parts, the inner layer high-strength concrete fiberboard and the outer layer high-strength concrete fiberboard form a building wall body, the two ends of the pull rod 6 are respectively connected with the connecting parts on the inner layer high-strength concrete fiberboard and the outer layer high-strength fiber fiberboard, the plurality of high-strength concrete fiber templates are spliced and connected through the slot 2 or the bulge 3 to form the inner layer fiberboard and the outer layer fiberboard of the building wall body, the connecting parts of the inner layer fiberboard and the outer layer fiberboard are connected through the pull rod 6, and then the building wall body is formed between the inner layer fiberboard and the outer layer fiberboard, the inner layer fiberboard and the inner layer fiberboard is poured, the construction process is firm, the construction cycle is easy, the construction cycle is shortened, the construction efficiency is shortened, and the construction cycle is shortened, and the construction efficiency is effectively shortened.
In a preferred scheme of this embodiment, the high-strength concrete fiberboard 1 is further provided with a reinforcing mesh 5, one end of the nut 41 away from the screw 42 is provided with a bottom plate 43, the bottom plate 43 is fixedly connected with the reinforcing mesh 5, the area of the reinforcing mesh 5 is the same as that of the high-strength concrete fiberboard 1, the reinforcing mesh 5 can stably fix the nut 41 together with the bottom plate 43 while increasing the mechanical property of the high-strength concrete fiberboard 1, and the damage to the peripheral high-strength concrete fiberboard 1 caused by the nut 41 due to stress concentration is avoided.
In a preferred embodiment of the present utility model, the reinforcing mesh 5 is a steel mesh or a mesh of another material satisfying the strength requirement, and the bottom plate 43 is a steel plate having a thickness of 1mm to 5 mm.
In a preferred scheme of the embodiment, the connecting part is a hanging ring 44, the pull rod 6 is a steel bar with hooks at two ends, the diameter of the steel bar is 5 mm-10 mm, and the hooks of the pull rod 6 are used for being inserted into the hanging ring 44.
In a preferred scheme of the embodiment, the high-strength concrete fiberboard 1 is a light-weight concrete fiberboard composed of other aggregates such as concrete fiberboard or ceramsite, the thickness of the high-strength concrete fiberboard 1 is 15 mm-50 mm, a facing layer 7 is arranged on one side of the high-strength concrete fiberboard 1 far away from the connecting part, the coating can be finished according to the design requirement of the drawing,
the outer facing has a large selectable space, and then the working procedure of constructing the facing layer 7 by working aloft is reduced when the high-strength concrete fiberboard 1 is installed.
Example two
As shown in fig. 3 to 4, the pull-in type disassembly-free high-strength concrete fiber template further comprises a heat insulation board 8 on the basis of the first embodiment, wherein the heat insulation board 8 is fixedly arranged on one side of the high-strength concrete fiber board 1 far away from the finish layer 7, the connecting part of the screw 42 protrudes out of the heat insulation board 8, and the heat insulation board 8 is made of an EPS polystyrene board and other heat insulation materials which can achieve the same heat insulation effect.
In a preferred scheme of this embodiment, the pull-in type disassembly-free high-strength concrete fiber template further comprises an adhesive interface layer, wherein the adhesive interface layer is used for being arranged between the heat insulation plate 8 and the high-strength concrete fiber board 1 and adhering and fixing the heat insulation plate 8 and the high-strength concrete fiber board 1.
Example III
As shown in fig. 5, on the basis of the first embodiment, the high-strength concrete fiber plate of the pull-in type disassembly-free high-strength concrete fiber template is an L-shaped high-strength concrete fiber plate 11, and the L-shaped high-strength concrete fiber plate 11 is used as an external corner template of the column, so that the construction is more convenient and the reinforcement is easier.
Example IV
As shown in fig. 6, on the basis of the first embodiment, the high-strength concrete fiber board of the pull-in type disassembly-free high-strength concrete fiber board is a U-shaped high-strength concrete fiber board 10, and the U-shaped high-strength concrete fiber board 10 is used as a beam bottom template, so that the construction is more convenient and the reinforcement is easier.
The inner pull type disassembly-free high-strength concrete fiber template provided by the utility model can be applied to all templates of various buildings and structures such as industrial and civil buildings and structures cast-in-place concrete templates (templates of various parts such as bearing, non-bearing walls, beams, columns, stairs, shafts, and the like), fan round concrete tower templates, wind generating set barrel type open caisson foundation templates, chimney, water tower reinforced concrete templates, pier reinforced concrete templates, round coal storage bin barrel wall templates, ash warehouse templates and the like.
The principles and embodiments of the present utility model have been described in detail with reference to specific examples, which are provided to facilitate understanding of the method and core ideas of the present utility model; also, it is within the scope of the present utility model to be modified by those of ordinary skill in the art in light of the present teachings. In view of the foregoing, this description should not be construed as limiting the utility model.
Claims (9)
1. An internal pull type disassembly-free high-strength concrete fiber template is characterized in that: comprising the following steps:
the two sides and the upper side and the lower side of the high-strength concrete fiber plate are respectively provided with slots or protrusions for splicing connection with other high-strength concrete fiber plates, and
the inner pulling pieces comprise nuts and screw rods, the nuts are buried and fixed on the high-strength concrete fiber plates, the screw rods are used for being in threaded connection with the nuts and protruding out of the high-strength concrete fiber plates, connecting parts are arranged at the positions, protruding out of the screw rods, of the high-strength concrete fiber plates, the inner-layer high-strength concrete fiber templates and the outer-layer high-strength concrete fiber templates forming the building wall are connected through pull rods, and two ends of the pull rods are connected with the connecting parts on the inner-layer high-strength concrete fiber templates and the outer-layer high-strength concrete fiber templates respectively.
2. The internal pulling type disassembly-free high-strength concrete fiber template according to claim 1, wherein: the high-strength concrete fiber plate is characterized in that a reinforcing net is further arranged in the high-strength concrete fiber plate, a bottom plate is arranged at one end, far away from the screw rod, of the nut, and the bottom plate is fixedly connected with the reinforcing net.
3. The internal pulling type disassembly-free high-strength concrete fiber template according to claim 2, wherein: the reinforcing net is a steel wire net, and the bottom plate is a steel plate with the thickness of 1-5 mm.
4. The internal pulling type disassembly-free high-strength concrete fiber template according to claim 1, wherein: the connecting part is a hanging ring, the pull rod is a steel bar with hooks at two ends, and the hooks of the pull rod are used for being inserted into the hanging ring.
5. The internal pulling type disassembly-free high-strength concrete fiber template according to claim 1, wherein: the thickness of the high-strength concrete fiber plate is 15-50 mm, and a facing layer is arranged on one side of the high-strength concrete fiber plate, which is far away from the connecting part.
6. The internal pulling type disassembly-free high-strength concrete fiber template according to claim 5, wherein: the concrete composite board further comprises an insulation board, wherein the insulation board is fixedly arranged on one side, far away from the finish layer, of the high-strength concrete fiber board, and the connecting part of the screw rod protrudes out of the insulation board.
7. The internal pulling type disassembly-free high-strength concrete fiber template according to claim 6, wherein: the thermal insulation board is characterized by further comprising an adhesive interface layer, wherein the adhesive interface layer is used for being arranged between the thermal insulation board and the high-strength concrete fiber board and adhering and fixing the thermal insulation board and the high-strength concrete fiber board.
8. The internal pulling type disassembly-free high-strength concrete fiber template according to claim 1, wherein: the high-strength concrete fiber plate is an L-shaped high-strength concrete fiber plate, and the L-shaped high-strength concrete fiber plate is used for an external corner template of the column.
9. The internal pulling type disassembly-free high-strength concrete fiber template according to claim 1, wherein: the high-strength concrete fiber plate is a U-shaped high-strength concrete fiber plate, and the U-shaped high-strength concrete fiber plate is used for a beam bottom template.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321618524.8U CN220645221U (en) | 2023-06-25 | 2023-06-25 | Inner pull type disassembly-free high-strength concrete fiber template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321618524.8U CN220645221U (en) | 2023-06-25 | 2023-06-25 | Inner pull type disassembly-free high-strength concrete fiber template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220645221U true CN220645221U (en) | 2024-03-22 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321618524.8U Active CN220645221U (en) | 2023-06-25 | 2023-06-25 | Inner pull type disassembly-free high-strength concrete fiber template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220645221U (en) |
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2023
- 2023-06-25 CN CN202321618524.8U patent/CN220645221U/en active Active
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