AU2018204053A1 - Composite board having bearing board of volute-shaped full-dimensional bridge arch structure and curtain wall formed by the composite board - Google Patents
Composite board having bearing board of volute-shaped full-dimensional bridge arch structure and curtain wall formed by the composite board Download PDFInfo
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- AU2018204053A1 AU2018204053A1 AU2018204053A AU2018204053A AU2018204053A1 AU 2018204053 A1 AU2018204053 A1 AU 2018204053A1 AU 2018204053 A AU2018204053 A AU 2018204053A AU 2018204053 A AU2018204053 A AU 2018204053A AU 2018204053 A1 AU2018204053 A1 AU 2018204053A1
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- arch structure
- dimensional bridge
- bridge arch
- shaped full
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- 239000002131 composite material Substances 0.000 title claims abstract description 109
- 230000008093 supporting effect Effects 0.000 claims description 33
- 229910052751 metal Inorganic materials 0.000 description 10
- 239000002184 metal Substances 0.000 description 10
- 239000000463 material Substances 0.000 description 9
- 239000002356 single layer Substances 0.000 description 8
- 230000008901 benefit Effects 0.000 description 7
- 238000004519 manufacturing process Methods 0.000 description 7
- 238000000034 method Methods 0.000 description 5
- 230000008569 process Effects 0.000 description 5
- 239000000853 adhesive Substances 0.000 description 3
- 230000001070 adhesive effect Effects 0.000 description 3
- 229920000642 polymer Polymers 0.000 description 3
- 238000003466 welding Methods 0.000 description 3
- RYGMFSIKBFXOCR-UHFFFAOYSA-N Copper Chemical compound [Cu] RYGMFSIKBFXOCR-UHFFFAOYSA-N 0.000 description 2
- 229910001335 Galvanized steel Inorganic materials 0.000 description 2
- RTAQQCXQSZGOHL-UHFFFAOYSA-N Titanium Chemical compound [Ti] RTAQQCXQSZGOHL-UHFFFAOYSA-N 0.000 description 2
- 229910052782 aluminium Inorganic materials 0.000 description 2
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 2
- 238000003490 calendering Methods 0.000 description 2
- 230000006835 compression Effects 0.000 description 2
- 238000007906 compression Methods 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 229910052802 copper Inorganic materials 0.000 description 2
- 239000010949 copper Substances 0.000 description 2
- 230000008878 coupling Effects 0.000 description 2
- 238000010168 coupling process Methods 0.000 description 2
- 238000005859 coupling reaction Methods 0.000 description 2
- 238000005034 decoration Methods 0.000 description 2
- 239000008397 galvanized steel Substances 0.000 description 2
- 239000007769 metal material Substances 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012805 post-processing Methods 0.000 description 2
- 239000010935 stainless steel Substances 0.000 description 2
- 229910001220 stainless steel Inorganic materials 0.000 description 2
- 239000010936 titanium Substances 0.000 description 2
- 229910052719 titanium Inorganic materials 0.000 description 2
- 230000000007 visual effect Effects 0.000 description 2
- 239000000654 additive Substances 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
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- 238000011161 development Methods 0.000 description 1
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- 239000004744 fabric Substances 0.000 description 1
- 238000004806 packaging method and process Methods 0.000 description 1
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- 239000004575 stone Substances 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/88—Curtain walls
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
- E04C2/34—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure composed of two or more spaced sheet-like parts
- E04C2/3405—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure composed of two or more spaced sheet-like parts spaced apart by profiled spacer sheets
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
- E04C2/34—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure composed of two or more spaced sheet-like parts
- E04C2/3405—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure composed of two or more spaced sheet-like parts spaced apart by profiled spacer sheets
- E04C2002/3411—Dimpled spacer sheets
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Bridges Or Land Bridges (AREA)
- Panels For Use In Building Construction (AREA)
- Assembled Shelves (AREA)
Abstract
A composite board having a bearing board of a volute-shaped full-dimensional bridge arch structure, comprising M plates and M-1 bearing boards, wherein the M plates are arranged sequentially, a bearing space between every two adjacent plates of the M plates is provided with a first bearing board, with each bearing space corresponding to one first bearing board, and each of the first bearing boards is any one of the M-1 bearing boards, M is an integer not less than 2; and each of the first bearing boards has a first surface and a second surface opposite to each other, the first surface has a plurality of first protrusions of a volute-shaped full-dimensional bridge arch structure, with the first protrusions extending towards one plate of two adjacent plates to form a connection with the one plate, and the second surface has a plurality of second protrusions of a volute-shaped full dimensional bridge arch structure, with the second protrusions extending towards the other plate of the two adjacent plates to form a connection with the other plate. Drawings 120 ')11 122 12 4 , Fig. 1
Description
Composite Board having Bearing Board of Volute-shaped
Full-dimensional Bridge Arch Structure and Curtain Wall Formed by the
Composite Board
Cross-Reference to Related Applications
This application claims priority to a Chinese Patent Application No. 2017114414379 filed with the State Intellectual Property Office on December 27, 2017 and entitled “Composite Board having Bearing Board of Volute-shaped Full-dimensional Bridge Arch Structure and Curtain Wall 10 Formed by the Composite Board”, the entire contents of which are incorporated herein by reference.
Technical Field
The present disclosure relates to the technical field of board, and particularly to a composite board having a bearing board of a volute-shaped 15 full-dimensional bridge arch structure and a curtain wall formed by the composite board.
Background Art
With the continuous development of science and technology, more and more boards are applied to the fields of architectural curtain walls, interior 20 decorations, carriages of a high-speed train and of a subway train, etc. In order to meet the application requirements in these application fields, these boards need to have characteristics such as high strength, flatness, and fire resistance and flame retardance.
At present, the vast majority of the boards, which satisfy the above 25 characteristics so as to be applied to the above fields, are single-layer metal plates. Although the single-layer metal plates meet the above performance requirements to a certain extent, it is difficult to achieve a large-scale and automated production in the post-processing of the single-layer metal plates. Moreover, the single-layer metal plates have a low weight-to-strength ratio, 30 resulting in a large amount of material consumption, which can hardly meet the lightweight requirement of materials in current applications, thereby limiting the extension of the application scope.
Summary of the Disclosure
In view of this, embodiments of the present disclosure provides a composite 35 board having a bearing board of a volute-shaped full-dimensional bridge arch structure and a curtain wall formed by the composite board, which can effectively alleviate at least one of the above deficiencies.
Embodiments of the present disclosure are implemented in the following manners.
i
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In a first aspect, the present invention provides a composite board having a bearing board of a volute-shaped full-dimensional bridge arch structure. The composite board having a bearing board of a volute-shaped full-dimensional bridge arch structure includes M plates and M-1 bearing boards. The M plates 5 are arranged sequentially. A bearing space between every two adjacent plates of the M plates is provided with a first bearing board, with each bearing space corresponding to one first bearing board. Each of the first bearing board is any one of the M-1 bearing boards, and M is an integer not less than 2. The first bearing board has a first surface and a second surface opposite to each other, to The first surface has a plurality of first protrusions of a volute-shaped full-dimensional bridge arch structure which extend towards one plate of the two adjacent plates to form a connection with the one plate, and the second surface has a plurality of second protrusions of a volute-shaped full-dimensional bridge arch structure which extend towards the other plate of 15 the two adjacent plates to form a connection with the other plate.
In the present embodiment, there is a bearing space between two adjacent plates, so that the composite board having a bearing board of a volute-shaped full-dimensional bridge arch structure forms a hollow structure. Each bearing space is provided with one first bearing board, and the first surface of the first 20 bearing board has a plurality of first protrusions of a volute-shaped full-dimensional bridge arch structure which extend towards one plate of two adjacent plates to form a connection with the one plate, and the second surface of the first bearing board has a plurality of second protrusions of a volute-shaped full-dimensional bridge arch structure which extend towards the 25 other plate of the two adjacent plates to form a connection with the other plate. Therefore, the composite board having a bearing board of a volute-shaped full-dimensional bridge arch structure is lightweight due to the hollow structure, and at the same time the strength and stiffness of the composite board having a bearing board of a volute-shaped full-dimensional bridge arch structure are 30 ensured by the plurality of first protrusions of a volute-shaped full-dimensional bridge arch structure and the plurality of second protrusions of a volute-shaped full-dimensional bridge arch structure supporting corresponding two adjacent plates, thereby significantly improving the applicability of the composite board having a bearing board of a volute-shaped full-dimensional bridge arch 35 structure in various fields.
Optionally, the plurality of first protrusions of a volute-shaped full-dimensional bridge arch structure are disposed on the first surface in a first array, and the plurality of second protrusions of a volute-shaped full-dimensional bridge arch structure are disposed on the second surface in a 40 second array.
In the present embodiment, in the case that the plurality of first protrusions of a volute-shaped full-dimensional bridge arch structure are disposed in a first array and the plurality of second protrusions of a volute-shaped
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2018204053 07 Jun 2018 full-dimensional bridge arch structure are disposed in a second array, the plurality of first protrusions of a volute-shaped full-dimensional bridge arch structure and the plurality of second protrusions of a volute-shaped full-dimensional bridge arch structure form a support for the corresponding two 5 adjacent plates, so that force is uniformly applied throughout each plate in the composite board having a bearing board of a volute-shaped full-dimensional bridge arch structure. Therefore, the composite board having a bearing board of a volute-shaped full-dimensional bridge arch structure has extremely high compression resistance, and even in the case where the board has a large io size, a high flatness of the overall board can be maintained.
Optionally, each of the plurality of first protrusions of a volute-shaped full-dimensional bridge arch structure formed on the first surface is projected on the second surface at a position where the second array of the plurality of second protrusions of a volute-shaped full-dimensional bridge arch structure 15 forms a gap; each of the plurality of second protrusions of a volute-shaped full-dimensional bridge arch structure formed on the second surface is projected on the first surface at a position where the first array of the plurality of first protrusions of a volute-shaped full-dimensional bridge arch structure forms a gap; and each first protrusion of a volute-shaped full-dimensional bridge arch 20 structure forms a wavy structure with an adjacent second protrusion of a volute-shaped full-dimensional bridge arch structure.
In the present embodiment, in the case that each of the plurality of first protrusions of a volute-shaped full-dimensional bridge arch structure formed on the first surface is projected on the second surface at a position where the 25 second array of the plurality of second protrusions of a volute-shaped full-dimensional bridge arch structure forms a gap, and each of the plurality of second protrusions of a volute-shaped full-dimensional bridge arch structure formed on the second surface is also projected on the first surface at a position where the first array of the plurality of first protrusions of a volute-shaped 30 full-dimensional bridge arch structure forms a gap, such that each first protrusion of a volute-shaped full-dimensional bridge arch structure forms a wavy structure with an adjacent second protrusion of a volute-shaped full-dimensional bridge arch structure. With the wavy structure, fully use of the surface region of a first bearing board is realized when the plurality of first 35 protrusions of a volute-shaped full-dimensional bridge arch structure and the plurality of second protrusions of a volute-shaped full-dimensional bridge arch structure are disposed on the first bearing board, so that the material and cost for manufacturing the first bearing board can be saved, and at the same time the first bearing board is provided with as many first protrusions of a 40 volute-shaped full-dimensional bridge arch structure and second protrusions of a volute-shaped full-dimensional bridge arch structure as possible.
Optionally, an edge of each first protrusion of a volute-shaped full-dimensional bridge arch structure is connected with an edge of at least one
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2018204053 07 Jun 2018 adjacent first protrusion of a volute-shaped full-dimensional bridge arch structure, among the plurality of first protrusions of a volute-shaped full-dimensional bridge arch structure.
In the present embodiment, in the case that an edge of each first protrusion 5 of a volute-shaped full-dimensional bridge arch structure is connected with an edge of at least one adjacent first protrusion of a volute-shaped full-dimensional bridge arch structure, among the plurality of first protrusions of a volute-shaped full-dimensional bridge arch structure, the surface region of the first bearing board is further fully utilized, so that the material and cost for io manufacturing the first bearing board can be saved, and at the same time the first bearing board is further provided with more first protrusions of a volute-shaped full-dimensional bridge arch structure.
Optionally, a part of each first protrusion of a volute-shaped full-dimensional bridge arch structure, which is connected with the one plate, is a planar.
In the present embodiment, in the case that a part of each first protrusion of a volute-shaped full-dimensional bridge arch structure, which is connected with the one plate, is a planar, area of a position where each first protrusion of a volute-shaped full-dimensional bridge arch structure is connected with the one plate is increased, so that the plurality of first protrusions of a volute-shaped 20 full-dimensional bridge arch structure are more firmly connected to the one plate and have a better supporting effect on the one plate, which further increases the strength and stiffness of the composite board having a bearing board of a volute-shaped full-dimensional bridge arch structure.
Optionally, an edge of each second protrusion of a volute-shaped 25 full-dimensional bridge arch structure is connected with an edge of at least one adjacent second protrusion of a volute-shaped full-dimensional bridge arch structure, among the plurality of second protrusions of a volute-shaped full-dimensional bridge arch structure.
In the present embodiment, in the case that an edge of each second 30 protrusion of a volute-shaped full-dimensional bridge arch structure is connected with an edge of at least one adjacent second protrusion of a volute-shaped full-dimensional bridge arch structure, among the plurality of second protrusions of a volute-shaped full-dimensional bridge arch structure, the surface region of the first bearing board is further fully utilized, so that the 35 material and cost for manufacturing the first bearing board can be saved, and at the same time the first bearing board is further provided with more second protrusions of a volute-shaped full-dimensional bridge arch structure.
Optionally, a part of each second protrusion of a volute-shaped full-dimensional bridge arch structure, which is connected with the other plate, is a planar.
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In the present embodiment, in the case that a part of each second protrusion of a volute-shaped full-dimensional bridge arch structure, that is connected with the other plate, is a planar, area of a position where each second protrusion of a volute-shaped full-dimensional bridge arch structure is 5 connected with the other plate is increased, so that the plurality of second protrusions of a volute-shaped full-dimensional bridge arch structure are more firmly connected to the other plate and have a better supporting effect on the other plate, which further increases the strength and stiffness of the composite board having a bearing board of a volute-shaped full-dimensional bridge arch io structure.
Optionally, M is 2.
Optionally, M is 3.
In a second aspect, the present invention provides a composite board having a bearing board of a volute-shaped full-dimensional bridge arch 15 structure, including:
N plates, the adjacent plates of the N plates being disposed side by side, and N being a positive integer greater than or equal to 2; and supporting means which is mounted between the two adjacent plates, where the supporting means includes a plurality of volute units arranged 20 in a preset manner, each of the plurality of volute units includes a first planar portion and a connecting portion, and the connecting portion extends from the first planar portion in a direction away from the first planar portion, the connecting portion has a first concave and a second concave facing 25 away from each other, the first concave extends from a first position of an edge of the first planar portion in a direction away from the first planar portion, and the first concave is recessed towards the second concave, and the second concave extends from a second position, opposite to the first 30 position, of the edge of the first planar portion in the direction away from the first planar portion, and the second concave is recessed towards the first concave.
Optionally, the adjacent volute units are connected with each other.
Optionally, the volute unit further includes a second planar portion, and ends 35 of the second concaves of the adjacent volute units, away from the first planar portion, are connected through the second planar portion.
Optionally, the plurality of volute units are distributed in a rectangle array.
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Optionally, an end of the connecting portion of each volute unit, away from the first planar portion, includes four arcuate end surfaces, and the arcuate end surfaces are configured so that adjacent volute units are connected with each other through the arcuate end surfaces; and the four arcuate end surfaces are distributed symmetrically with respect to each other.
Optionally, the adjacent arcuate end surfaces are connected by an inwardly recessed secondary concave; and the adjacent secondary concaves form an intersection line.
io Optionally, the intersection line is located at a top of an arc of the arcuate end surface.
Optionally, both the first concave and the second concave are smooth curved surfaces.
Optionally, the supporting means is in a centrosymmetric pattern.
Optionally, both the first planar portion and the second planar portion are circular.
In a third aspect, the present invention also provides a curtain wall formed by the composite board having a bearing board of a volute-shaped full-dimensional bridge arch structure. The curtain wall includes the described 20 composite board having a bearing board of a volute-shaped full-dimensional bridge arch structure.
Beneficial effects of the embodiments of the present disclosure include, for example:
there is a bearing space between two adjacent plates, so that the composite 25 board having a bearing board of a volute-shaped full-dimensional bridge arch structure forms a hollow structure. Each bearing space is provided with one first bearing board, and the first surface of the first bearing board has a plurality of first protrusions of a volute-shaped full-dimensional bridge arch structure which extend towards one plate of two adjacent plates to form a connection 30 with the one plate, and the second surface of the first bearing board has a plurality of second protrusions of a volute-shaped full-dimensional bridge arch structure which extend towards the other plate of the two adjacent plates to form a connection with the other plate. Therefore, the composite board having a bearing board of a volute-shaped full-dimensional bridge arch structure is 35 lightweight due to the hollow structure, and at the same time, the strength and stiffness of the composite board having a bearing board of a volute-shaped full-dimensional bridge arch structure are ensured by the plurality of first protrusions of a volute-shaped full-dimensional bridge arch structure and the plurality of second protrusions of a volute-shaped full-dimensional bridge arch
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2018204053 07 Jun 2018 structure supporting the corresponding two adjacent plates. Even in the case where the composite board has a large size, the flatness of the overall board surface of the composite board can be maintained, and the deformation of the board surface is prevented, so that the composite board having a bearing 5 board of a volute-shaped full-dimensional bridge arch structure can achieve wide application and application feasibility in various fields.
Additional features and advantages of the disclosure will be set forth below in the description, and in part will be apparent from the description, or may be learned by practice of the embodiments of the disclosure. Other advantages of 10 the disclosure may be realized and attained by the structure particularly pointed out in the written description, claims, and drawings.
As used herein, the term “comprise” and variations of the term, such as “comprising”, “comprises” and “comprised”, are not intended to exclude other additives, components, integers or steps.
Brief Description of Drawings
For illustrating technical solutions of embodiments of the present disclosure more clearly, drawings required for use in the embodiments will be introduced briefly below. It is apparent that the drawings in the following description are merely illustrative of some embodiments of the present disclosure. For the 20 ordinary skilled in the art, other drawings could also be obtained from these drawings without any involvement of inventive effort. The above and other objects, features and advantages of the present disclosure will become clearer from the illustration in the accompanying drawings. The same reference numerals indicate the same parts throughout the drawings. The drawings are 25 not intentionally scaled in accordance with actual dimensions or the like, and are mainly for illustrating the gist of the present disclosure.
Fig. 1 shows a sectional view of a composite board having a bearing board of a volute-shaped full-dimensional bridge arch structure, provided in an embodiment of the present disclosure;
Fig. 2 shows an exploded view of a composite board having a bearing board of a volute-shaped full-dimensional bridge arch structure, provided in an embodiment of the present disclosure;
Fig. 3 shows a schematic structural view of a composite board having a bearing board of a volute-shaped full-dimensional bridge arch structure, 35 provided in an embodiment of the present disclosure;
Fig. 4 shows a schematic structural view of a volute unit in Fig. 2;
Fig. 5 shows a partial schematic view of Fig. 2;
Fig. 6 shows a schematic structural view of Fig. 4 from another visual angle;
Fig. 7 shows a schematic structural view of Fig. 6 from another visual angle;
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Fig. 8 shows another exploded view of a composite board having a bearing board of a volute-shaped full-dimensional bridge arch structure, provided in an embodiment of the present disclosure;
Fig. 9 shows another sectional view of a composite board having a bearing 5 board of a volute-shaped full-dimensional bridge arch structure, provided in an embodiment of the present disclosure;
Fig. 10 shows a schematic structural view of a curtain wall formed by the composite board having a bearing board of a volute-shaped full-dimensional bridge arch structure, provided in an embodiment of the present disclosure.
Reference numerals: 100- composite board having a bearing board of a volute-shaped full-dimensional bridge arch structure; 110- plate; A- plate; Bplate; C- plate; 120- bearing board; 121- first surface; 122- second surface;
123- first protrusion of a volute-shaped full-dimensional bridge arch structure;
124- second protrusion of a volute-shaped full-dimensional bridge arch 15 structure; 10- curtain wall formed by composite board having a bearing board of a volute-shaped full-dimensional bridge arch structure; 130- supporting means; 140-volute unit; 141- first planar portion; 1411-arcuate end surface; 142- second planar portion; 143- connecting portion; 1431- first concave; 14311- secondary concave; 1432- second concave; 150- intersection line.
Detailed Description of Embodiments
In order to make the objects, technical solutions and advantages of the embodiments of the present disclosure clearer, the technical solutions of the embodiments of the present disclosure will be described below clearly and completely with reference to the drawings of the embodiments of the present 25 disclosure. It is apparent that the embodiments to be described are some, but not all of the embodiments of the present disclosure. Generally, the components of the embodiments of the present disclosure, as described and illustrated in the figures herein, may be arranged and designed in a wide variety of different configurations.
Thus, the following detailed description of the embodiments of the present disclosure, as represented in the figures, is not intended to limit the scope of the present disclosure as claimed, but is merely representative of selected embodiments of the present disclosure. All the other embodiments obtained by the ordinary skilled in the art in light of the embodiments of the present 35 disclosure without paying inventive efforts would fall within the scope of the present disclosure as claimed.
It should be noted that similar reference numerals and letters refer to similar items in the following figures, and thus once an item is defined in one figure, it may not be further defined or explained in the following figures. In addition, terms such as “first” and “second” are used only for distinguishing the
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2018204053 07 Jun 2018 description, and should not be understood as indicating or implying to have importance in relativity.
In the description of the present disclosure, it should be stated that orientation or positional relations indicated by the terms such as “horizontal”, 5 “vertical”, and “inside” are the orientation or positional relations shown based on the figures, or the orientation or positional relations in which the inventive product is conventionally placed in use, and these terms are intended only to facilitate the description of the present disclosure and simplify the description, but not intended to indicate or imply that the referred devices or elements must 10 be in a particular orientation or constructed or operated in the particular orientation, and therefore should not be construed as limiting the present disclosure.
In addition, terms “disposed”, “mounted”, and “connected” should be understood broadly. For example, connection may be fixed connection or 15 detachable connection or integral connection, may be mechanical connection or electric connection, or may be direct coupling or indirect coupling via an intermediate medium or internal communication between two elements. The specific meanings of the above terms in the present disclosure could be understood by the ordinary skilled in the art according to specific situations.
First Embodiment
Referring to Figs. 1 and 2, an embodiment of the present disclosure provides a composite board 100 having a bearing board of a volute-shaped full-dimensional bridge arch structure. The composite board 100 having a bearing board of a volute-shaped full-dimensional bridge arch structure 25 includes M plates 110 and M-1 bearing boards 120, and M is an integer not less than 2.
In the composite board 100 having a bearing board of a volute-shaped full-dimensional bridge arch structure, the M plates 110 are arranged sequentially in parallel in a same direction, so that each plate 110 is parallel to 30 other plates 110. As one mode, in order to ensure the regularity of the composite board 100 having a bearing board of a volute-shaped full-dimensional bridge arch structure, a shape formed by projecting the M plates 110 in the arrangement direction is the shape of any one plate 110 of the M plates 110, but the present embodiment is not limited thereto.
Due to the arrangement mode of the M plates 110, a bearing space may be formed between every two adjacent plates 110 of the M plates 110, therefore each bearing space between two adjacent plates 110 may be provided with one first bearing board 120, and the first bearing board 120 is any one bearing board 120 of the M-1 bearing boards 120. Based on this arrangement mode, 40 for example, a composite board having a bearing board of a volute-shaped full-dimensional bridge arch structure has three plates 110, that is M is equal to
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3, and has two bearing boards 120. The three plates 110 are plate A, plate B, and plate C, respectively. The two bearing boards 120 are bearing board D and bearing board E, respectively. In this case, the composite board having a bearing board of a volute-shaped full-dimensional bridge arch structure may 5 have such a specific structure that the bearing board D is disposed between the plate A and the plate B, while the bearing board E is disposed between the plate B and the plate C.
Referring to Figs. 1,2, and 3, in the present embodiment, every two adjacent plates 110 in the composite board 100 having a bearing board of a io volute-shaped full-dimensional bridge arch structure constitute a set of plates 110, and the structure of a first bearing board 120 correspondingly disposed in each set of plates 110 is the same as the structure of a first bearing board 120 correspondingly disposed in each of the other sets of plates 110. Therefore, the structure of a first bearing board 120 correspondingly disposed in any one 15 set of plates 110 will be taken as an example to be subsequently described in detail in the present embodiment.
In two adjacent plates 110 of the set of plates 110, both the plate A and the plate B are of a plate-like structure made of metal. The shapes and sizes of plate surfaces of the plate A and the plate B can be selected according to 20 actual use. For example, a rectangle, a triangle, a polygon, or the like may be selected. The present embodiment will be described by taking a case where the plate A and the plate B both have a rectangular plate surface shape and have a thickness of 0.2 mm to 2.0 mm as an example, but the present embodiment is not limited thereto. Furthermore, both the plate A and the plate 25 B made of the metal material may be galvanized steel plates, aluminum plates, copper plates, titanium plates, stainless steel plates, or the like. In addition, both the plate A and the plate B may be coated with a decorative coating surface, or may be affixed with wood, cloth, or stone veneer for a certain decoration, according to the decorative application requirements for the plate 30 110 in actual use.
A bearing space is defined between the two adjacent plates 110, and the first bearing board 120 corresponding to the two adjacent plates 110 is mounted in the bearing space.
Specifically, the first bearing board 120 is also of a plate-like structure made 35 of metal. The shape and size of the first bearing board 120 may be selected according to actual use. For example, a rectangle, a triangle, a polygon, or the like may be selected. The present embodiment will be described by taking the shape of the first bearing board 120 as a rectangle, but the present embodiment is not limited thereto. Furthermore, the first bearing board 120 40 made of a metal material may also be a galvanized steel plate, an aluminum plate, a copper plate, a titanium plate, a stainless steel plate, or the like.
io
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The plate-like structure of the first bearing board 120 allows the first bearing board 120 to have a first surface 121 and a second surface 122 opposite to each other. Furthermore, if the first bearing board 120 is placed on a horizontal plane, an upper surface of the first bearing board 120 away from the horizontal 5 plane may be the first surface 121, and a lower surface of the first bearing board 120 close to the horizontal plane may be the second surface 122. In order to facilitate structural supporting for the two adjacent plates 110 by the first bearing board 120 after the first bearing board is disposed in the bearing space, the first surface 121 has a plurality of first protrusions 123 of a io volute-shaped full-dimensional bridge arch structure which extend towards one plate A of the two adjacent plates 110 to form a connection with the one plate A, while the second surface 122 has a plurality of second protrusions 124 of a volute-shaped full-dimensional bridge arch structure which extend towards the other plate B of the two adjacent plates 110 to form a connection with the other 15 plate B. Specifically, the first bearing board 120 is subjected to a double-roller calendering process, so that the first protrusions 123 of a volute-shaped full-dimensional bridge arch structure and the second protrusions 124 of a volute-shaped full-dimensional bridge arch structure are formed on the first bearing board 120. Furthermore, the use of the roller calendering process 20 enables the first bearing board 120 to be suitable for automated serial mass production, and also to have a higher strength ratio. However, the present embodiment is not limited to the use of this process.
Optionally, each first protrusion 123 of a volute-shaped full-dimensional bridge arch structure and each second protrusion 124 of a volute-shaped 25 full-dimensional bridge arch structure may each have a protrusion height of 0.8 mm to 5.5 mm, but the present embodiment is not limited thereto.
Furthermore, in order to ensure that the plate A is supported to bear uniform force after the plurality of first protrusions 123 of a volute-shaped full-dimensional bridge arch structure form a support for the plate A, the 30 plurality of first protrusions 123 of a volute-shaped full-dimensional bridge arch structure are disposed on the first surface 121 in a first array. Therefore, with a distance between a plurality of first protrusions 123 of a volute-shaped full-dimensional bridge arch structure in each row of the first array being a first constant value, and with a distance between a plurality of first protrusions 123 35 of a volute-shaped full-dimensional bridge arch structure in each column of the first array being a second constant value, multiple support points formed for supporting the plate A are made to be uniformly distributed on the plate A, thereby achieving uniform application of force throughout the plate A.
Furthermore, in order also to ensure that the plate B is supported to bear uniform force after the plurality of second protrusions 124 of a volute-shaped full-dimensional bridge arch structure form a support for the plate B, the plurality of second protrusions 124 of a volute-shaped full-dimensional bridge arch structure are disposed on the second surface 122 in a second array.
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Therefore, with a distance between a plurality of second protrusions 124 of a volute-shaped full-dimensional bridge arch structure in each row of the second array being a first constant value, and with a distance between a plurality of second protrusions 124 of a volute-shaped full-dimensional bridge arch 5 structure in each column of the second array being a second constant value, multiple support points formed for supporting the plate B are uniformly distributed on the plate B, thereby achieving uniform application of force throughout the plate B.
Thus, in the case that the plurality of first protrusions 123 of a volute-shaped 10 full-dimensional bridge arch structure are disposed in a first array and the plurality of second protrusions 124 of a volute-shaped full-dimensional bridge arch structure are disposed in a second array, the composite board 100 having a bearing board of a volute-shaped full-dimensional bridge arch structure has extremely high compression resistance, and even in the case where the board 15 has a large size, a high flatness of the overall board surface can be maintained.
In the present embodiment, in order to make full use of the surface area of the first bearing board 120, each of the plurality of first protrusions 123 of a volute-shaped full-dimensional bridge arch structure formed on the first surface 20 121 is projected on the second surface 122 at a position where the second array of the plurality of second protrusions 124 of a volute-shaped full-dimensional bridge arch structure forms a gap, and similarly, each of the plurality of second protrusions 124 of a volute-shaped full-dimensional bridge arch structure formed on the second surface 122 is projected on the second 25 surface 121 at a position where the first array of the plurality of first protrusions 123 of a volute-shaped full-dimensional bridge arch structure forms a gap. It can be understood, based on this construction, that each first protrusion 123 of a volute-shaped full-dimensional bridge arch structure can form a continuous wavy structure with an adjacent second protrusion 124 of a volute-shaped 30 full-dimensional bridge arch structure, or each second protrusion 124 of a volute-shaped full-dimensional bridge arch structure can form a continuous wavy structure with an adjacent first protrusion 123 of a volute-shaped full-dimensional bridge arch structure. In other words, at a position of the second surface 122 corresponding to the first protrusion 123 of a 35 volute-shaped full-dimensional bridge arch structure formed on the first surface 121, a groove is formed, and similarly, at a position of the first surface 121 corresponding to the second protrusion 124 of a volute-shaped full-dimensional bridge arch structure formed on the second surface 122, a groove is also formed.
Furthermore, in order to make further full use of the surface region of the first bearing board 120, as an optional implementation, edges of each first protrusion 123 of a volute-shaped full-dimensional bridge arch structure are connected with edges of at least one adjacent first protrusion 123 of a
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2018204053 07 Jun 2018 volute-shaped full-dimensional bridge arch structure among the plurality of first protrusions 123 of a volute-shaped full-dimensional bridge arch structure, so that the plurality of first protrusions 123 of a volute-shaped full-dimensional bridge arch structure are formed to be continuously distributed on the first 5 surface 121. For example, edges of a first protrusion 123 of a volute-shaped full-dimensional bridge arch structure located at the periphery of the first surface 121 may be connected with edges of three adjacent first protrusions
123 of a volute-shaped full-dimensional bridge arch structure; edges of a first protrusion 123 of a volute-shaped full-dimensional bridge arch structure to located at a corner of the periphery of the first surface 121 may be connected with edges of two adjacent first protrusions 123 of a volute-shaped full-dimensional bridge arch structure; and edges of a first protrusion 123 of a volute-shaped full-dimensional bridge arch structure located at the center of the first surface 121 may be connected with edges of four adjacent first 15 protrusions 123 of a volute-shaped full-dimensional bridge arch structure.
Correspondingly, in order also to make further full use of the surface region of the first bearing board 120, as an optional implementation, edges of each second protrusion 124 of a volute-shaped full-dimensional bridge arch structure are also connected with edges of at least one adjacent second 20 protrusion 124 of a volute-shaped full-dimensional bridge arch structure among the plurality of second protrusions 124 of a volute-shaped full-dimensional bridge arch structure, so that the plurality of second protrusions 124 of a volute-shaped full-dimensional bridge arch structure are also formed to be continuously distributed on the second surface 122. Also, for 25 example, edges of a second protrusion 124 of a volute-shaped full-dimensional bridge arch structure located at the periphery of the second surface 122 may be connected with edges of three adjacent second protrusions 124 of a volute-shaped full-dimensional bridge arch structure; edges of a second protrusion 124 of a volute-shaped full-dimensional bridge arch structure 30 located at a corner of the periphery of the second surface 122 may be connected with edges of two adjacent second protrusions 124 of a volute-shaped full-dimensional bridge arch structure; and edges of a second protrusion 124 of a volute-shaped full-dimensional bridge arch structure located at the center of the second surface 122 may be connected with edges 35 of four adjacent second protrusions 124 of a volute-shaped full-dimensional bridge arch structure.
In addition, it is necessary to enable the plurality of first protrusions 123 of a volute-shaped full-dimensional bridge arch structure to be more firmly connected to the one plate A and have a better supporting effect on the one 40 plate A, and it is also necessary to enable the plurality of second protrusions
124 of a volute-shaped full-dimensional bridge arch structure to be more firmly connected to the other plate B and have a better supporting effect on the other plate B.
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It should be noted that, on the first bearing board 120, the first protrusions 123 of a volute-shaped full-dimensional bridge arch structure and the second protrusions 124 of a volute-shaped full-dimensional bridge arch structure exhibit a continuous structure formed by circular arches and circular arches 5 based on the above construction, such that the shape and configuration of the first bearing board 120 on the first surface 121 is the same as the shape and configuration on the second surface 122, and furthermore, the first bearing board 120 forms a double-side volute-shaped full-dimensional bridge arch structure.
In one implementation of the present embodiment, a connection part of each first protrusion 123 of a volute-shaped full-dimensional bridge arch structure, connected with one plate A, is a planar. The specific shape of connection part of the first protrusion 123 of a volute-shaped full-dimensional bridge arch structure may be a circular arched shape, thus the shape of the planar may be 15 a circle with a radius of 1.2 mm to 5.0 mm, but the present embodiment is not limited thereto. Furthermore, the connection part of each first protrusion 123 of a volute-shaped full-dimensional bridge arch structure may be connected with the plate A by adhering with a polymer adhesive material or by arc welding, so as to ensure the strength of the connection between each first protrusion 123 of a volute-shaped full-dimensional bridge arch structure and the plate A. However, the connection manner between the first protrusion of a volute-shaped full-dimensional bridge arch structure and the plate A is also an illustration in the present embodiment, and the present embodiment is not limited thereto. Therefore, in the case that a part of each first protrusion 123 of 25 a volute-shaped full-dimensional bridge arch structure, connected with the one plate A, is a planar, area of a position, where each first protrusion 123 of a volute-shaped full-dimensional bridge arch structure is connected with the one plate A, is increased, so that the plurality of first protrusions 123 of a volute-shaped full-dimensional bridge arch structure are more firmly connected to the one plate A and have a better supporting effect on the one plate A, which further increases the strength and stiffness of the composite board 100 having a bearing board of a volute-shaped full-dimensional bridge arch structure.
In another implementation of the present embodiment, a connection part of 35 each second protrusion 124 of a volute-shaped full-dimensional bridge arch structure, connected with the other plate B, is also a planar. The specific shape of the connection part of the second protrusion 124 of a volute-shaped full-dimensional bridge arch structure may also be a circular arched shape, thus the shape of the planar may also be a circle with a radius of 1.2 mm to 5.0 40 mm, but the present embodiment is not limited thereto. Furthermore, the connection part of each second protrusion 124 of a volute-shaped full-dimensional bridge arch structure may be connected with the plate B by adhering with a polymer adhesive material or by arc welding, so as to ensure
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2018204053 07 Jun 2018 the strength of the connection between each second protrusion 124 of a volute-shaped full-dimensional bridge arch structure and the plate B. However, the connection manner between the second protrusion of a volute-shaped full-dimensional bridge arch structure and the plate B is also an illustration in the present embodiment, and the present embodiment is not limited thereto.
Therefore, in the case that a part of each second protrusion 124 of a volute-shaped full-dimensional bridge arch structure, connected with the other plate B, is also a planar, area of a position, where each second protrusion 124 of a volute-shaped full-dimensional bridge arch structure is connected with the 10 other plate B, is increased, such that the plurality of second protrusions 124 of a volute-shaped full-dimensional bridge arch structure are more firmly connected to the other plate B and have a better supporting effect on the other plate B, which further increases the strength and stiffness of the composite board 100 having a bearing board of a volute-shaped full-dimensional bridge 15 arch structure.
Reference can be made to Figs. 4 to 7 for understanding more structural details of the composite board 100 having a bearing board of a volute-shaped full-dimensional bridge arch structure.
An embodiment of the present disclosure provides a composite board 100 20 having a bearing board of a volute-shaped full-dimensional bridge arch structure, which includes N plates 110 and a supporting means 130.
For the N plates 110, adjacent plates 110 are disposed side by side, and N is a positive integer greater than or equal to 2.
For the supporting means 130, the supporting means 130 is mounted 25 between two adjacent plates 110; and the supporting means 130 includes a plurality of volute units 140 arranged in a preset manner.
The volute unit 140 includes a first planar portion 141 and a connecting portion 143. The connecting portion 143 extends from the first planar portion 141 in a direction away from the first planar portion 141.
The connecting portion 143 has a first concave 1431 and a second concave 1432 facing away from each other. The first concave 1431 extends from a first position of an edge of the first planar portion 141 in the direction away from the first planar portion 141, and the first concave 1431 is recessed towards the second concave 1432. The second concave 1432 faces away from the first 35 concave 1431, and the second concave 1432 extends from a second position, opposite to the first position, of the edge of the first planar portion 141 in the direction away from the first planar portion 141, and the second concave 1432 is recessed towards the first concave 1431.
The vast majority of boards in the related art are single-layer metal plates. In an implementation of the present disclosure, a volute unit 140 is disposed between adjacent plates 110, and the adjacent plates 110 are connected by
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2018204053 07 Jun 2018 the volute unit 140. The composite board 100 having a bearing board of a volute-shaped full-dimensional bridge arch structure produced in such way has a light weight, and at the same time enables an external force to be uniformly dispersed through the volute unit 140. Therefore, the strength and stiffness of 5 the composite board 100 having a bearing board of a volute-shaped full-dimensional bridge arch structure are ensured. Even in the case where the composite board has a large size, the flatness of the overall board surface of the composite board can be maintained, and the deformation of the board surface is prevented, so that the composite board 100 having a bearing board io of a volute-shaped full-dimensional bridge arch structure can achieve wide application and application feasibility in various fields.
Although the single-layer metal plates in the related art meet the current production performance requirements to a certain extent, it is difficult to achieve a large-scale and automated production in the post-processing of the 15 single-layer metal plates. Moreover, the single-layer metal plates have a low weight-to-strength ratio, resulting in a large amount of material consumption. In contrast, the composite board 100 having a bearing board of a volute-shaped full-dimensional bridge arch structure in the present solution is easy to process, has a superior strength, and has good economic benefits.
Optionally, adjacent volute units 140 are connected with each other. The volute units 140 connected with each other allow the supporting means 130 to have better integrity, so that the supporting means 130 itself has better strength and stiffness, so as to guarantee the stability and structural strength of the composite board 100 having a bearing board of a volute-shaped 25 full-dimensional bridge arch structure.
It can be understood that, in other implementations of the present disclosure, the adjacent volute units 140 are spaced from each other, that is, the respective volute units 140 are disposed independently from each other.
Furthermore, the volute unit 140 further includes a second planar portion 30 142, and ends of the second concave 1432 of adjacent plurality of volute units
140, away from the first planar portions 141, are connected through the second planar portion 142.
In this way, a side of the supporting means 130 having the first planar portion 141 and a side of the supporting means 130 facing away from the first 35 planar portion 141 are both integrated surfaces, thereby improving the structural strength and stability of the supporting means 130 itself.
Optionally, the supporting means 130 is in a centrosymmetric pattern. It should be noted here that the supporting means 130 in a centrosymmetric pattern means that the second concave 1432 and the first concave 1431 are concaves with a same recessed degree, and the first planar portion 141 and the second planar portion 142 have the same shape. Furthermore, the outer
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2018204053 07 Jun 2018 surfaces of the adjacent plurality of volute units 140 collectively enclose an accommodating space capable of fitting with the first concaves 1431.
Optionally, both the first planar portion 141 and the second planar portion 142 are circular. The circular first planar portion 141 can facilitate the extension 5 of the first concave 1431, and such a first planar portion 141 allows the connecting portion 143 to be firm under the application of force as compared with a square first planar portion 141. The second planar portion 142 has similar beneficial effects, which will not be described repeatedly here.
Furthermore, as shown in the figures, the plurality of volute units 140 are 10 distributed in a rectangular array. In this way, one volute unit 140 can form a force-bearing unit with three surrounding adjoining volute units 140, with the force-bearing unit having a significant small distance. The composite board 100 having a bearing board of a volute-shaped full-dimensional bridge arch structure constituted by such structured volute units 140 has a firmer structure 15 and is easier to process.
As can also be seen from the figures, an end of the connecting portion 143, away from the first planar portion 141, includes four arcuate end surfaces 1411. The arcuate end surface 1411 is configured so that adjacent volute units 140 are connected with each other through the arcuate end surfaces 1411; and the 20 four arcuate end surfaces 1411 are distributed symmetrically with respect to each other.
The arcuate end surface 1411 ensures that the adjacent volute units 140 can be more conveniently connected, and the arcuate end surface can be more suitable for bearing the force exerted on the supporting means 130, so 25 as to guarantee the structural firmness of the supporting means 130.
Furthermore, adjacent arcuate end surfaces 1411 are connected by an inwardly recessed secondary concave 14311; and adjacent secondary concaves 14311 form an intersection line 150. Here, the intersection line 150 acts like a reinforcement rib to enhance the structural strength of the volute 30 unit 140.
Specifically, the intersection line 150 is located at a top of an arc of the arcuate end surface 1411. The advantage of this is that a force exerted on the first planar portion 141 can be accurately transmitted to the arc of the arcuate end surface 1411 to guarantee the firmness of the volute unit 140 under the 35 application of the force.
Optionally, both the first concave 1431 and the second concave 1432 are smooth concave. It can be understood that in other embodiments of the present disclosure the first concave 1431 and the second concave 1432 may also have other surface structures.
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First Implementation
Referring to Figs. 8 and 9, in a first implementation of the present embodiment, in a practical application scenario, M may be 3, that is, the composite board 100 having a bearing board of a volute-shaped 5 full-dimensional bridge arch structure is constituted by three plates 110 and two bearing boards 120. Specifically, the three plates 110 are sequentially arranged, and the two bearing boards 120 are respectively mounted in two bearing spaces formed by the three plates 110 arranged sequentially.
Second Implementation
Referring to Figs. 1 and 2, in a second implementation of the present embodiment, in another practical application scenario, M may be 2, that is, the composite board 100 having a bearing board of a volute-shaped full-dimensional bridge arch structure is constituted by two plates 110 and one bearing board 120. Specifically, the two plates 110 are sequentially arranged, 15 and the one bearing board 120 is correspondingly mounted in a bearing space formed by the two plates 110 arranged sequentially.
Second Embodiment
Referring to Fig. 10, an embodiment of the present disclosure provides a 20 curtain wall 10 formed by the composite board having a bearing board of a volute-shaped full-dimensional bridge arch structure. The curtain wall 10 formed by the composite board having a bearing board of a volute-shaped full-dimensional bridge arch structure may be formed by splicing at least one composite board 100 having a bearing board of a volute-shaped 25 full-dimensional bridge arch structure.
Specifically, when the number of the at least one composite board 100 having a bearing board of a volute-shaped full-dimensional bridge arch structure is 1, the curtain wall 10 formed by the composite board having a bearing board of a volute-shaped full-dimensional bridge arch structure may be 30 constituted simply by packaging the composite board 100 having a bearing board of a volute-shaped full-dimensional bridge arch structure. When the number of the at least one composite board 100 having a bearing board of a volute-shaped full-dimensional bridge arch structure is more than 1, edges of each of the at least one composite board 100 having a bearing board of a 35 volute-shaped full-dimensional bridge arch structure are spliced together with edges of each of the other composite boards 100 having a bearing board of a volute-shaped full-dimensional bridge arch structure, and the splicing may be performed by, for example, adhering with a polymer adhesive material or arc welding, so that the at least one composite board 100 having a bearing board 40 of a volute-shaped full-dimensional bridge arch structure constitutes the
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2018204053 07 Jun 2018 curtain wall 10 formed by the composite board having a bearing board of a volute-shaped full-dimensional bridge arch structure.
Naturally, since the composite board 100 having a bearing board of a volute-shaped full-dimensional bridge arch structure has characteristics such 5 as light weight, perfect flatness, perfect compressive strength, perfect strength and stiffness, etc., the curtain wall 10 formed by the composite board having a bearing board of a volute-shaped full-dimensional bridge arch structure is also accordingly provided with the characteristics such as light weight, perfect flatness, perfect compressive strength, perfect strength and stiffness, etc.
io To sum up, the embodiments of the present disclosure provide a composite board having a bearing board of a volute-shaped full-dimensional bridge arch structure and a curtain wall formed by the composite board. The composite board having a bearing board of a volute-shaped full-dimensional bridge arch structure includes M plates and M-1 bearing boards. The M plates are 15 arranged sequentially, a bearing space between every two adjacent plates of the M plates is provided with a first bearing board, with each bearing space corresponding to one first bearing board. Each of the first bearing boards is any one of the M-1 bearing boards, and M is an integer not less than 2. The first bearing board has a first surface and a second surface opposite to each 20 other. The first surface has a plurality of first protrusions of a volute-shaped full-dimensional bridge arch structure which extend towards one plate of two adjacent plates to form a connection with the one plate, and the second surface has a plurality of second protrusions of a volute-shaped full-dimensional bridge arch structure which extend towards the other plate of 25 the two adjacent plates to form a connection with the other plate.
There is a bearing space between two adjacent plates, so that the composite board having a bearing board of a volute-shaped full-dimensional bridge arch structure forms a hollow structure. Each bearing space is provided with one first bearing board, and the first surface of the first bearing board has a plurality 30 of first protrusions of a volute-shaped full-dimensional bridge arch structure which extend towards one plate of two adjacent plates to form a connection with the one plate, and the second surface of the first bearing board has a plurality of second protrusions of a volute-shaped full-dimensional bridge arch structure which extend towards the other plate of the two adjacent plates to 35 form a connection with the other plate. Therefore, the composite board having a bearing board of a volute-shaped full-dimensional bridge arch structure is lightweight due to the hollow structure, and at the same time, the strength and stiffness of the composite board having a bearing board of a volute-shaped full-dimensional bridge arch structure are ensured by the plurality of first 40 protrusions of a volute-shaped full-dimensional bridge arch structure and the plurality of second protrusions of a volute-shaped full-dimensional bridge arch structure supporting the corresponding two adjacent plates. Even in the case where the composite board has a large size, the flatness of the overall board
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2018204053 07 Jun 2018 surface of the composite board can be maintained, and the deformation of the board surface is prevented, so that the composite board having a bearing board of a volute-shaped full-dimensional bridge arch structure can achieve wide application and application feasibility in various fields.
The above description is merely illustrative of preferred embodiments of the present disclosure and is not intended to limit the present disclosure. It should be understood by those skilled in the art that various modifications and variations may be made to the present disclosure. Any modifications, equivalent alternatives, improvements and so on made within the spirit and io principle of the present disclosure should be embraced in the scope of protection of the present disclosure.
Industrial Applicability
The composite board having a bearing board of a volute-shaped 15 full-dimensional bridge arch structure of embodiments of the present disclosure is lightweight due to a hollow structure, and at the same time, the strength and stiffness of the composite board having a bearing board of a volute-shaped full-dimensional bridge arch structure are ensured by a plurality of first protrusions of a volute-shaped full-dimensional bridge arch structure 20 and a plurality of second protrusions of a volute-shaped full-dimensional bridge arch structure supporting the corresponding two adjacent plates. Even in the case where the composite board has a large size, the flatness of the overall board surface of the composite board can be maintained, and the deformation of the board surface is prevented, so that the composite board having a 25 bearing board of a volute-shaped full-dimensional bridge arch structure can achieve wide application and application feasibility in various fields. In summary, such a composite board having a bearing board of a volute-shaped full-dimensional bridge arch structure is easy to fabricate, has perfect structural strength, and has perfect economic benefits.
Claims (20)
- Claims:1. A composite board having a bearing board of a volute-shaped full-dimensional bridge arch structure, comprising M plates and M-1 bearing boards, wherein the M plates are arranged sequentially, a bearing5 space between every two adjacent plates of the M plates is provided with a first bearing board, with each bearing space corresponding to one first bearing board, and each of the first bearing boards is any one of the M-1 bearing boards, M is an integer not less than 2; and each of the first bearing boards has a first surface and a second to surface opposite to each other, the first surface has a plurality of first protrusions of a volute-shaped full-dimensional bridge arch structure, with the first protrusions extending towards one plate of two adjacent plates to form a connection with the one plate, and the second surface has a plurality of second protrusions of a volute-shaped full-dimensional bridge 15 arch structure, with the second protrusions extending towards the other plate of the two adjacent plates to form a connection with the other plate.
- 2. The composite board having a bearing board of a volute-shaped full-dimensional bridge arch structure according to claim 1, wherein the plurality of first protrusions of a volute-shaped full-dimensional bridge arch20 structure are disposed on the first surface in a first array, and the plurality of second protrusions of a volute-shaped full-dimensional bridge arch structure are disposed on the second surface in a second array.
- 3. The composite board having a bearing board of a volute-shaped full-dimensional bridge arch structure according to claim 1 or 2, wherein25 each of the plurality of first protrusions of a volute-shaped full-dimensional bridge arch structure formed on the first surface is projected on the second surface at a position where the second array of the plurality of second protrusions of a volute-shaped full-dimensional bridge arch structure forms a gap; each of the plurality of second protrusions of a 30 volute-shaped full-dimensional bridge arch structure formed on the second surface is projected on the first surface at a position where the first array of the plurality of first protrusions of a volute-shaped full-dimensional bridge arch structure forms a gap; and each first protrusion of a volute-shaped full-dimensional bridge arch structure forms a wavy 35 structure with an adjacent second protrusion of a volute-shaped full-dimensional bridge arch structure.
- 4. The composite board having a bearing board of a volute-shaped full-dimensional bridge arch structure according to claim 3, wherein an edge of each first protrusion of a volute-shaped full-dimensional bridge40 arch structure is connected with an edge of at least one adjacent first protrusion of a volute-shaped full-dimensional bridge arch structure,10021983662018204053 07 Jun 2018 among the plurality of first protrusions of a volute-shaped full-dimensional bridge arch structure.
- 5. The composite board having a bearing board of a volute-shaped full-dimensional bridge arch structure according to claim 4, wherein a part5 of each first protrusion of a volute-shaped full-dimensional bridge arch structure, which is connected with the one plate, is planar.
- 6. The composite board having a bearing board of a volute-shaped full-dimensional bridge arch structure according to claim 3, wherein an edge of each second protrusion of a volute-shaped full-dimensional bridge io arch structure is connected with an edge of at least one adjacent second protrusion of a volute-shaped full-dimensional bridge arch structure, among the plurality of second protrusions of a volute-shaped full-dimensional bridge arch structure.
- 7. The composite board having a bearing board of a volute-shaped 15 full-dimensional bridge arch structure according to claim 6, wherein a part of each second protrusion of a volute-shaped full-dimensional bridge arch structure, which is connected with the other plate, is planar.
- 8. The composite board having a bearing board of a volute-shaped full-dimensional bridge arch structure according to claim 1, wherein M is 2.20
- 9. The composite board having a bearing board of a volute-shaped full-dimensional bridge arch structure according to claim 1, wherein M is 3.
- 10. A composite board having a bearing board of a volute-shaped full-dimensional bridge arch structure, comprising:N plates, wherein adjacent plates of the N plates are disposed side 25 by side, and N is a positive integer greater than or equal to 2; and supporting means mounted between the two adjacent plates, wherein the supporting means comprises a plurality of volute units arranged in a preset manner, each of the plurality of volute units comprises a first planar portion 30 and a connecting portion, the connecting portion extending from the first planar portion in a direction away from the first planar portion, the connecting portion has a first concave and a second concave facing away from each other, the first concave extends from a first position of an edge of the first 35 planar portion in the direction away from the first planar portion, and the first concave is recessed towards the second concave, and the second concave extends from a second position of the edge of the first planar portion in the direction away from the first planar portion,10021983662018204053 07 Jun 2018 and the second concave is recessed towards the first concave, the second position opposite to the first position.
- 11. The composite board having a bearing board of a volute-shaped full-dimensional bridge arch structure according to claim 10, wherein5 adjacent volute units are connected with each other.
- 12. The composite board having a bearing board of a volute-shaped full-dimensional bridge arch structure according to claim 11, wherein the volute unit further comprises a second planar portion, and ends of the second concaves of adjacent volute units, away from the first planar 10 portion, are connected through the second planar portion.
- 13. The composite board having a bearing board of a volute-shaped full-dimensional bridge arch structure according to any one of claims 10 to 12, wherein the plurality of volute units are distributed in an array, and preferably, 15 the whole array is in a form of a rectangle.
- 14. The composite board having a bearing board of a volute-shaped full-dimensional bridge arch structure according to claim 13, wherein an end of the connecting portion of each volute unit, away from the first planar portion, comprises four arcuate end surfaces, and the arcuate 20 end surfaces are configured so that adjacent volute units are connected with each other through the arcuate end surfaces; and the four arcuate end surfaces are distributed symmetrically with respect to each other.
- 15. The composite board having a bearing board of a volute-shaped 25 full-dimensional bridge arch structure according to claim 14, wherein adjacent arcuate end surfaces are connected by an inwardly recessed secondary concave; and adjacent secondary concaves form an intersection line.
- 16. The composite board having a bearing board of a volute-shaped 30 full-dimensional bridge arch structure according to claim 15, wherein the intersection line is located at a top of an arc of the arcuate end surface.
- 17. The composite board having a bearing board of a volute-shaped full-dimensional bridge arch structure according to any one of claims 10 to35 12, wherein10021983662018204053 07 Jun 2018 both the first concave and the second concave are smooth curved surfaces.
- 18. The composite board having a bearing board of a volute-shaped full-dimensional bridge arch structure according to any one of claims5 11-12, wherein the supporting means is in a centrosymmetric pattern.
- 19. The composite board having a bearing board of a volute-shaped full-dimensional bridge arch structure according to claim 12, wherein both the first planar portion and the second planar portion are 10 circular.
- 20. A curtain wall formed by a composite board having a bearing board of a volute-shaped full-dimensional bridge arch structure, comprising the composite board having a bearing board of a volute-shaped full-dimensional bridge arch structure according to any one of claims 1 to
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711441437.9A CN108104338B (en) | 2017-12-27 | 2017-12-27 | Composite board and curtain wall of volute-shaped full-dimensional bridge arch structure bearing plate |
| CN201711441437.9 | 2017-12-27 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| AU2018204053A1 true AU2018204053A1 (en) | 2019-07-11 |
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Family Applications (2)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| AU2018100763A Active AU2018100763A4 (en) | 2017-12-27 | 2018-06-07 | Composite board having bearing board of volute-shaped full-dimensional bridge arch structure and curtain wall formed by the composite board |
| AU2018204053A Abandoned AU2018204053A1 (en) | 2017-12-27 | 2018-06-07 | Composite board having bearing board of volute-shaped full-dimensional bridge arch structure and curtain wall formed by the composite board |
Family Applications Before (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| AU2018100763A Active AU2018100763A4 (en) | 2017-12-27 | 2018-06-07 | Composite board having bearing board of volute-shaped full-dimensional bridge arch structure and curtain wall formed by the composite board |
Country Status (3)
| Country | Link |
|---|---|
| CN (1) | CN108104338B (en) |
| AU (2) | AU2018100763A4 (en) |
| BR (1) | BR102018014313A2 (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110781610A (en) * | 2019-11-11 | 2020-02-11 | 中国工程物理研究院机械制造工艺研究所 | Plate-shaped structure light-weight design method suitable for welding and light-weight structure |
| CN114537308B (en) * | 2022-01-25 | 2023-01-10 | 靖江市钜顺精密轻合金成型科技有限公司 | High-precision die-casting aluminum casting for automobile manufacturing and die-casting die thereof |
Family Cites Families (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH09141769A (en) * | 1995-11-27 | 1997-06-03 | Sumitomo Metal Ind Ltd | High rigidity panel |
| CN2592375Y (en) * | 2002-10-28 | 2003-12-17 | 陈猛 | Metal composite decorating plate with intermediate layer having concare-convex board |
| CN202899434U (en) * | 2012-11-07 | 2013-04-24 | 杨卓舒 | Plate structure distributed with round convex parts, and plate combined structure |
| CN203185748U (en) * | 2013-03-12 | 2013-09-11 | 苏州良才物流科技股份有限公司 | Composite board |
| CN204054783U (en) * | 2014-09-15 | 2014-12-31 | 张家港市新万达机械有限公司 | A kind of macromolecule two-way tape muscle honeycomb composite plate |
| CN206254581U (en) * | 2016-12-09 | 2017-06-16 | 李娜娜 | A kind of composite metal plate |
| CN207749691U (en) * | 2017-12-27 | 2018-08-21 | 陈猛 | Scroll casing shape ties up the composite plate and curtain wall of bridge arch structural bearing plate entirely |
-
2017
- 2017-12-27 CN CN201711441437.9A patent/CN108104338B/en active Active
-
2018
- 2018-06-07 AU AU2018100763A patent/AU2018100763A4/en active Active
- 2018-06-07 AU AU2018204053A patent/AU2018204053A1/en not_active Abandoned
- 2018-07-13 BR BR102018014313-1A patent/BR102018014313A2/en active Search and Examination
Also Published As
| Publication number | Publication date |
|---|---|
| CN108104338A (en) | 2018-06-01 |
| AU2018100763A4 (en) | 2018-07-12 |
| BR102018014313A2 (en) | 2019-07-16 |
| CN108104338B (en) | 2024-09-03 |
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| MK5 | Application lapsed section 142(2)(e) - patent request and compl. specification not accepted |