CN215948562U - Arc wallboard type supporting node capable of converting from single layer to multiple layers - Google Patents
Arc wallboard type supporting node capable of converting from single layer to multiple layers Download PDFInfo
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- CN215948562U CN215948562U CN202122041244.2U CN202122041244U CN215948562U CN 215948562 U CN215948562 U CN 215948562U CN 202122041244 U CN202122041244 U CN 202122041244U CN 215948562 U CN215948562 U CN 215948562U
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Abstract
The utility model discloses an arc wallboard type supporting node for converting from single layer to multilayer, which comprises: the wall comprises an inner through long wall plate, a group of inner stiffening plates, a middle wall plate and an outer wall plate, wherein the inner stiffening plate is arranged on one side of the inner through long wall plate, the middle wall plate is arranged at the lower part of the inner through long wall plate and matched with the inner stiffening plate, and the outer wall plate is connected with one end, far away from the inner through long wall plate, of the inner stiffening plate; the inboard logical long wallboard includes that first inboard leads to long wallboard and the inboard logical long wallboard of second, first inboard leads to long wallboard and the inboard logical long wallboard of second and alternately sets up perpendicularly, and the turning inboard that both connect is equipped with corner subassembly in the wall, just inboard leads to long wallboard and outer side wall board and is the arc wallboard. According to the arc wallboard type supporting node capable of converting from single layer to multilayer, the inner side through long wallboard and the outer side wallboard are arc wallboards, so that the arc wallboards become special-shaped wallboards, and the inner stiffening plate is arranged between the two wallboards, so that the stability, the bearing performance and the use safety of the whole arc wallboard type supporting node structure are improved.
Description
Technical Field
The utility model belongs to the technical field of steel structure buildings, and particularly relates to an arc wallboard type supporting node for converting from a single layer to multiple layers.
Background
The Kyojin cooperation demonstration area occupies 38 square kilometers, is a great demonstration project for strengthening economic and social cooperation and promoting the linkage development of double cities in Kyojin two cities, and is also an important modern service industry functional block of Tianjin future science and technology cities. The system comprises buildings such as an exhibition hall, an energy center, a bicycle garage and the like, and the total building area is 9705m 2. The exhibition hall project comprises 4 floors, 3 floors above the ground and 1 floor below the ground, the structure height is 19.100m, the structure is a reinforced concrete shear wall structure, and the total building area is 5121m 2. The 3 layers of the structure are large steel structure cantilever rings which are rooted on the core tube steel plate shear wall.
The project of urban exhibition hall in Jingjin cooperation demonstration area adopts a cast-in-place reinforced concrete shear wall structure system as a main structure, three layers are large-span steel truss structure cantilever rings, and the cantilever rings are rooted on a core tube of a steel plate combined shear wall. The steel truss cantilever ring is divided into an inner ring and an outer ring; the radius of the inner ring is about 16.8 meters, and the radius of the outer ring is about 24.7 meters; the cross sections of the steel truss chords are 800x400x50, H700x400x30x50 and the like; the cross section of the web member is H800x400x25x50, and the like, and the steel materials are Q420C and Q420 GJC. The outer ring truss sets up the girder steel of encorbelmenting, and the cross-section has HN400 200, H400 700 300 14 25, steel member material Q355B, and the ring truss is fixed in the steel sheet wall, and the steel sheet wall includes floor hidden beam HN400x200, and steel sheet shear force wall stiffening rib (two-sided) district check axh is: 1650mmx1650mm, and the thickness of the transverse and longitudinal stiffening ribs is 20mm, and the total weight is 1840 ton.
In order to better meet the design requirement of an exhibition hall, the special-shaped supporting node is required to be used, most of the current wall supporting nodes are of structures with middle gauges, once the structures of the existing wall supporting nodes are changed, the supporting performance and the bearing performance of the original supporting node structures are changed, the special-shaped supporting nodes are thick due to the needed node steel plates, the upper portion and the lower portion are in arc butt joint, internal stiffening plates are staggered vertically and horizontally, the structure is complex, the welding requirement is high, the appearance size is extremely difficult to guarantee, and a great deal of difficulty is brought to construction.
SUMMERY OF THE UTILITY MODEL
Utility model purpose: in order to overcome the defects, the utility model aims to provide the arc-shaped wallboard type supporting node for converting from single layer to multi-layer, wherein the inner long wallboard and the outer wallboard are both arc-shaped wallboards and are made into special-shaped wallboards, and meanwhile, an internal stiffening plate is arranged between the two wallboards, so that the stability, the bearing performance and the use safety of the whole arc-shaped wallboard type supporting node structure are greatly improved.
The technical scheme is as follows: in order to achieve the above object, the present invention provides an arc type wallboard type support node for converting from a single layer to a multi-layer, comprising: the wall comprises an inner through long wall plate, a group of inner stiffening plates, a middle wall plate and an outer wall plate, wherein the inner stiffening plate is arranged on one side of the inner through long wall plate, the middle wall plate is arranged at the lower part of the inner through long wall plate and matched with the inner stiffening plate, and the outer wall plate is connected with one end, far away from the inner through long wall plate, of the inner stiffening plate;
the inboard logical long wallboard includes that first inboard leads to long wallboard and the inboard logical long wallboard of second, first inboard leads to long wallboard and the inboard logical long wallboard of second and alternately sets up perpendicularly, and the turning inboard that both connect is equipped with corner subassembly in the wall, just inboard leads to long wallboard and outer side wall board and is the arc wallboard. According to the arc wallboard type supporting node capable of converting from single layer to multilayer, the inner side through long wallboard and the outer side wallboard are arc wallboards, so that the arc wallboards become special-shaped wallboards, and meanwhile, the inner stiffening plate is arranged between the two wallboards, so that the stability, the bearing performance and the use safety of the whole arc wallboard type supporting node structure are greatly improved, and the requirements of construction are better met.
The inner stiffening plate comprises a set of horizontal stiffening plates and a set of vertical stiffening plates, wherein the horizontal stiffening plates comprise a set of upper horizontal stiffening plates and a set of lower horizontal stiffening plates, the outer sides of the inner through long wall boards are arranged on the upper horizontal stiffening plates and the lower horizontal stiffening plates, the upper horizontal stiffening plates and the lower horizontal stiffening plates are arranged in an upper horizontal mode and a lower horizontal mode, the vertical stiffening plates comprise upper vertical stiffening plates and lower vertical stiffening plates, the upper vertical stiffening plates are arranged above the lower horizontal stiffening plates and are vertically arranged on the outer sides of the inner through long wall boards and are matched with the upper horizontal stiffening plates, the lower vertical stiffening plates are arranged below the lower horizontal stiffening plates and are vertically arranged on the outer sides of the inner through long wall boards. The horizontal stiffening plates and the vertical stiffening plates are used, so that the stability of the supporting node structure is further improved, and the supporting and bearing performance of the supporting node structure is improved.
Furthermore, a hidden beam web plate is arranged in a rectangular frame formed between the horizontal stiffening plate and the vertical stiffening plate. The arrangement of the hidden beam web further improves the stability and the support of the structure for connecting the horizontal stiffening plates and the vertical stiffening plates.
The outer side wall plate comprises a lower outer side wall plate and an upper outer side wall plate, the lower outer side wall plate is arranged between the lower vertical stiffening plates and below the lower horizontal stiffening plates, and the upper outer side wall plate is arranged between the upper vertical stiffening plates and above the lower horizontal stiffening plates;
and a cross stiffening plate is arranged between the outer side of one end of the second inner side through long wallboard, which is close to the first inner side through long wallboard, and the outer side wallboard at the upper part. The arrangement of the cross stiffening plate improves the stability and the supporting performance of the structure.
According to the utility model, a first wallboard bracket is arranged at one end, located at the horizontal stiffening plate, of the first inner side through long wallboard, the first wallboard bracket comprises a bracket flange stiffening plate, a T-shaped plate is arranged at an included angle between the bracket flange stiffening plate and the first inner side through long wallboard, a sealing plate is arranged between the T-shaped plate and the bracket flange stiffening plate, a horizontal bracket reinforcing stiffening plate is arranged above the T-shaped plate, a group of vertical bracket reinforcing stiffening plates are arranged between the wallboard bracket reinforcing stiffening plate and the T-shaped plate, and a bracket outer sealing plate is arranged outside the vertical bracket reinforcing stiffening plate. The stability of this part structure has been improved in the setting of bracket inner structure, further improves the stability of whole node structure, and other parts of also being convenient for simultaneously switch over.
In the utility model, a second bracket is arranged at one end of the first inner side through long wallboard, which is far away from the second inner side through long wallboard;
the second bracket includes a set of bracket flange board, web and first stiffening plate, second stiffening plate, the inboard shrouding of bracket and bracket outside shrouding, wherein, the bracket flange board includes bracket flange board and lower bracket flange board, go up one side that first inboard logical long wallboard was located to the bracket flange board, the below of last bracket flange board is located to lower bracket flange board to be connected with first inboard logical long wallboard, the web is located between two bracket flange boards, the below of bracket flange board is located to first stiffening plate to be connected with middle level wallboard, the both sides of first stiffening plate are located to the second stiffening plate, inboard shrouding of bracket flange board and the inboard shrouding of bracket outside are located relatively in the inboard and the outside of bracket flange board, and are connected with first inboard logical long wallboard. The setting of second bracket has not only improved the stability of its structure, and it installs with other parts still to be convenient for simultaneously, plays fine switching effect to the long wallboard of inboard expert.
The wall inner corner assembly of the present invention includes a set of horizontal inner corner stiffeners and a set of vertical inner corner stiffeners, wherein the horizontal inner corner stiffener comprises a first horizontal inner corner stiffener, a second horizontal inner corner stiffener, and a third horizontal inner corner stiffener, the first horizontal inner corner stiffening plate, the second horizontal inner corner stiffening plate and the third horizontal inner corner stiffening plate are horizontally arranged up and down, and are connected with the first inner side through long wall board and the second inner side through long wall board, the vertical inner corner stiffening plate is vertically arranged on the corresponding horizontal inner corner stiffening plate, the inner side of the first inner side through long wall board is connected with the first inner side through long wall board, a first inner corner middle web plate is arranged among the first horizontal inner corner stiffening plate, the second horizontal inner corner stiffening plate and the vertical inner corner stiffening plate, and a second inner corner middle web plate is arranged below the second horizontal inner corner stiffening plate, and corner sealing plates are arranged on the outer sides of the horizontal inner corner stiffening plate and the group of vertical inner corner stiffening plates. And the web plate in the first inner corner is arranged in a gap between the horizontal inner corner stiffening plate and the vertical inner corner stiffening plate and is matched with the first inner side through long wallboard, the second inner side through long wallboard and the middle layer wallboard. The setting of corner subassembly in the wall, the setting of triangle-shaped horizontal inner corner strength board utilizes triangle-shaped's stability, not only can improve the stability that first inboard leads to long wallboard and the inboard logical long wallboard of second is connected, and the combination of triangle-shaped horizontal inner corner strength board and other parts is used simultaneously, and the great improvement is more first inboard leads to long wallboard and the inboard stability and the support nature that leads to the structure at long wallboard connection turning of second to the stability and the support nature of whole arc support node structure have further been improved.
In the utility model, an in-wall reinforcing stiffening plate is arranged between the inner side through long wallboard and the outer side wallboard. The setting of stiffening plate in the wall, great improvement inboard lead to the stability that long wallboard and outer side wall board are connected, effectively improve whole arc wallboard structural strength, further improve its stability and the security of supporting intensity and use.
The technical scheme shows that the utility model has the following beneficial effects:
1. according to the arc wallboard type supporting node capable of converting from single layer to multilayer, the inner side through long wallboard and the outer side wallboard are arc wallboards, so that the arc wallboards become special-shaped wallboards, and meanwhile, the inner stiffening plate is arranged between the two wallboards, so that the stability, the bearing performance and the use safety of the whole arc wallboard type supporting node structure are greatly improved, and the requirements of construction are better met.
2. The horizontal stiffening plates and the vertical stiffening plates are used, so that the stability of the supporting node structure is further improved, and the supporting and bearing performance of the supporting node structure is improved; the arrangement of the hidden beam web plate further improves the stability and the support of the structure for connecting the horizontal stiffening plates and the vertical stiffening plates.
3. A cross stiffening plate is arranged between the outer side of one end, close to the first inner through long wallboard, of the second inner through long wallboard and the upper outer wallboard. The arrangement of the cross stiffening plate improves the stability and the supporting performance of the structure.
4. The internal structure of the bracket improves the stability of the partial structure, further improves the stability of the whole node structure, and is convenient for the switching of other parts; the setting of second bracket has not only improved the stability of its structure, and it installs with other parts still to be convenient for simultaneously, plays fine switching effect to the long wallboard of inboard expert.
5. According to the utility model, the arrangement of the inner corner component and the arrangement of the triangular horizontal inner corner stiffening plate can improve the connection stability of the first inner side through long wallboard and the second inner side through long wallboard by utilizing the stability of the triangle, and the combination use of the triangular horizontal inner corner stiffening plate and other components can greatly improve the stability and the support property of the structure of the connecting corner of the first inner side through long wallboard and the second inner side through long wallboard, so that the stability and the support property of the whole arc-shaped support node structure are further improved.
6. The manufacturing process of the arc-shaped wallboard type supporting node with the conversion from the single layer to the multiple layers optimizes the construction process of a steel structure, adopts different welding modes according to the characteristics of each structure in the construction process for the connection among components, effectively improves the construction quality of the whole supporting node, not only can well solve the problem that the special-shaped part of the arc-shaped wallboard supporting node is difficult to construct, but also can effectively ensure the stability, the supporting property and the use safety of the structure.
Drawings
FIG. 1 is a schematic structural diagram of an arc wall panel type support node for converting from single layer to multi-layer according to the present invention;
FIG. 2 is a schematic structural view of an arc-shaped wallboard-type support node for converting from a single layer to multiple layers according to the present invention, opposite to the other side of FIG. 1;
FIG. 3 is a structural diagram of another view angle of an arc type wallboard type support node for converting from single layer to multi-layer in the present invention;
fig. 4 is a schematic view of an installation structure of a horizontal inner corner stiffener and a vertical inner corner stiffener in the wall inner corner assembly according to the present invention;
FIG. 5 is a view showing the installation structure of a web in the first inner corner and a web in the second inner corner in the present invention;
FIG. 6 is a schematic view of the installation of horizontal and vertical stiffeners in the present invention;
FIG. 7 is a schematic view of the installation of the lower outer wall panel of the present invention;
FIG. 8 is a schematic view of the installation of the upper outer panel of the present invention;
fig. 9 is a schematic view of the internal structure of the first panel bracket of the present invention.
Detailed Description
Reference will now be made in detail to embodiments of the present invention, examples of which are illustrated in the accompanying drawings, wherein like or similar reference numerals refer to the same or similar elements or elements having the same or similar function throughout. The embodiments described below with reference to the drawings are illustrative and intended to be illustrative of the utility model and are not to be construed as limiting the utility model.
In the description of the present invention, it is to be understood that the terms "center", "longitudinal", "lateral", "length", "width", "thickness", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "clockwise", "counterclockwise", and the like, indicate orientations and positional relationships based on those shown in the drawings, and are used only for convenience of description and simplicity of description, and do not indicate or imply that the device or element being referred to must have a particular orientation, be constructed and operated in a particular orientation, and thus, are not to be considered as limiting the present invention.
Furthermore, the terms "first", "second" and "first" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defined as "first" or "second" may explicitly or implicitly include one or more of that feature. In the description of the present invention, unless otherwise specified, "a plurality" means two or more unless explicitly defined otherwise.
In the present invention, unless otherwise expressly specified or limited, the terms "mounted," "connected," "secured," and the like are to be construed broadly and can, for example, be fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meanings of the above terms in the present invention can be understood by those skilled in the art according to specific situations.
In the present invention, unless otherwise expressly stated or limited, "above" or "below" a first feature means that the first and second features are in direct contact, or that the first and second features are not in direct contact but are in contact with each other via another feature therebetween. Also, the first feature being "on," "above" and "over" the second feature includes the first feature being directly on and obliquely above the second feature, or merely indicating that the first feature is at a higher level than the second feature. A first feature being "under," "below," and "beneath" a second feature includes the first feature being directly under and obliquely below the second feature, or simply meaning that the first feature is at a lesser elevation than the second feature.
Example 1
An arc type wallboard type support node for converting from a single layer to a plurality of layers as shown in fig. 1 to 9, comprising: the wall comprises an inner through long wall plate 1, a group of inner stiffening plates 2, a middle wall plate 3 and an outer wall plate 4, wherein the inner stiffening plate 2 is arranged on one side of the inner through long wall plate 1, the middle wall plate 3 is arranged on the lower part of the inner through long wall plate 1 and matched with the inner stiffening plate 2, and the outer wall plate 4 is connected with one end, far away from the inner through long wall plate 1, of the inner stiffening plate 2;
the inboard logical long wallboard 1 includes that first inboard leads to long wallboard 11 and the inboard logical long wallboard 12 of second, first inboard leads to long wallboard 11 and the inboard logical long wallboard 12 of second and alternately sets up perpendicularly, and the turning inboard that both connect is equipped with corner subassembly 5 in the wall, just inboard leads to long wallboard 1 and outside wall board 4 and is the arc wallboard.
In this embodiment, the inner stiffener 2 includes a set of horizontal stiffener 21 and a set of vertical stiffener 22, wherein the horizontal stiffener 21 includes a set of upper horizontal stiffener 211 and a set of lower horizontal stiffener 212, the upper horizontal stiffener 211 and the lower horizontal stiffener 212 are disposed on the outer side of the inner side drift wall panel 1 and are disposed in an upper and a lower horizontal direction, the vertical stiffener 22 includes an upper vertical stiffener 221 and a lower vertical stiffener 222, the upper vertical stiffener 221 is disposed above the lower horizontal stiffener 212 and is vertically disposed on the outer side of the inner side drift wall panel 1 and is matched with the upper horizontal stiffener 211, and the lower vertical stiffener 222 is disposed below the lower horizontal stiffener 212 and is vertically disposed on the outer side of the inner side drift wall panel 1.
In this embodiment, a hidden beam web 23 is arranged in the rectangular frame formed between the horizontal stiffening plate 21 and the vertical stiffening plate 22.
In this embodiment, the outer side wall panel 4 includes a lower outer side wall panel 41 and an upper outer side wall panel 42, the lower outer side wall panel 41 is disposed between the lower vertical stiffening plates 222 and below the lower horizontal stiffening plates 21, and the upper outer side wall panel 42 is disposed between the upper vertical stiffening plates 221 and above the lower horizontal stiffening plates 21;
and a cross stiffening plate 223 is arranged between the outer side of one end of the second inner through long wall plate 12 close to the first inner through long wall plate 11 and the upper outer wall plate 42.
In this embodiment first inboard logical long wallboard 11 is located the one end of horizontal stiffener 21 and is equipped with first wallboard bracket 6, first wallboard bracket 6 includes bracket flange stiffener 61, the contained angle department between bracket flange stiffener 61 and the first inboard logical long wallboard 11 is equipped with T template 62, be equipped with shrouding 63 between T template 62 and the bracket flange stiffener 6, just T template 62's top is equipped with horizontal bracket reinforcement stiffener 64, be equipped with a set of vertical leg reinforcement stiffener 65 between wallboard bracket reinforcement stiffener 64 and the T template 62, and the going out that is located vertical leg reinforcement 65 is equipped with the outer stiffener 66 of bracket.
In this embodiment, a second bracket 7 is arranged at one end of the first inner through long wall plate 11 far away from the second inner through long wall plate 12;
In the present embodiment, the wall inner corner assembly 5 includes a set of horizontal inner corner stiffeners 51 and a set of vertical inner corner stiffeners 52, wherein the horizontal inner corner stiffeners 51 include a first horizontal inner corner stiffener 51, a second horizontal inner corner stiffener 51, and a third horizontal inner corner stiffener, the first horizontal inner corner stiffener, the second horizontal inner corner stiffener, and the third horizontal inner corner stiffener are horizontally disposed up and down and are connected to the first inner through long wall panel 11 and the second inner through long wall panel 12, the vertical inner corner stiffener 52 is vertically disposed on the corresponding horizontal inner corner stiffener 51, and has an inner side connected to the first inner through long wall panel 11, a first inner corner central web 53 is disposed between the first horizontal inner corner stiffener, the second horizontal inner corner stiffener, and the vertical inner corner stiffener 52, a second inner corner central web 54 is disposed below the second horizontal inner corner stiffener, and corner closing plates 55 are arranged on the outer sides of the horizontal inner corner stiffening plates 51 and the group of vertical inner corner stiffening plates 52.
The inner corner middle web plate 53 is arranged at the gap between the horizontal inner corner stiffening plate 51 and the vertical inner corner stiffening plate 52 and is matched with the first inner side through long wall plate 11, the second inner side through long wall plate 12 and the middle layer wall plate 3.
In this embodiment, an in-wall reinforcing stiffening plate 8 is arranged between the inner through long wall plate 1 and the outer side wall plate 4.
Example 2
An arc type wallboard type support node for converting from a single layer to a plurality of layers as shown in fig. 1 to 9, comprising: the wall comprises an inner through long wall plate 1, a group of inner stiffening plates 2, a middle wall plate 3 and an outer wall plate 4, wherein the inner stiffening plate 2 is arranged on one side of the inner through long wall plate 1, the middle wall plate 3 is arranged on the lower part of the inner through long wall plate 1 and matched with the inner stiffening plate 2, and the outer wall plate 4 is connected with one end, far away from the inner through long wall plate 1, of the inner stiffening plate 2;
the inboard logical long wallboard 1 includes that first inboard leads to long wallboard 11 and the inboard logical long wallboard 12 of second, first inboard leads to long wallboard 11 and the inboard logical long wallboard 12 of second and alternately sets up perpendicularly, and the turning inboard that both connect is equipped with corner subassembly 5 in the wall, just inboard leads to long wallboard 1 and outside wall board 4 and is the arc wallboard.
In this embodiment, the inner stiffener 2 includes a set of horizontal stiffener 21 and a set of vertical stiffener 22, wherein the horizontal stiffener 21 includes a set of upper horizontal stiffener 211 and a set of lower horizontal stiffener 212, the upper horizontal stiffener 211 and the lower horizontal stiffener 212 are disposed on the outer side of the inner side drift wall panel 1 and are disposed in an upper and a lower horizontal direction, the vertical stiffener 22 includes an upper vertical stiffener 221 and a lower vertical stiffener 222, the upper vertical stiffener 221 is disposed above the lower horizontal stiffener 212 and is vertically disposed on the outer side of the inner side drift wall panel 1 and is matched with the upper horizontal stiffener 211, and the lower vertical stiffener 222 is disposed below the lower horizontal stiffener 212 and is vertically disposed on the outer side of the inner side drift wall panel 1.
In this embodiment, a hidden beam web 23 is arranged in the rectangular frame formed between the horizontal stiffening plate 21 and the vertical stiffening plate 22.
In this embodiment, the outer side wall panel 4 includes a lower outer side wall panel 41 and an upper outer side wall panel 42, the lower outer side wall panel 41 is disposed between the lower vertical stiffening plates 222 and below the lower horizontal stiffening plates 21, and the upper outer side wall panel 42 is disposed between the upper vertical stiffening plates 221 and above the lower horizontal stiffening plates 21;
and a cross stiffening plate 223 is arranged between the outer side of one end of the second inner through long wall plate 12 close to the first inner through long wall plate 11 and the upper outer wall plate 42.
In this embodiment first inboard logical long wallboard 11 is located the one end of horizontal stiffener 21 and is equipped with first wallboard bracket 6, first wallboard bracket 6 includes bracket flange stiffener 61, the contained angle department between bracket flange stiffener 61 and the first inboard logical long wallboard 11 is equipped with T template 62, be equipped with shrouding 63 between T template 62 and the bracket flange stiffener 6, just T template 62's top is equipped with horizontal bracket reinforcement stiffener 64, be equipped with a set of vertical leg reinforcement stiffener 65 between wallboard bracket reinforcement stiffener 64 and the T template 62, and the going out that is located vertical leg reinforcement 65 is equipped with the outer stiffener 66 of bracket.
In this embodiment, a second bracket 7 is arranged at one end of the first inner through long wall plate 11 far away from the second inner through long wall plate 12;
In the present embodiment, the wall inner corner assembly 5 includes a set of horizontal inner corner stiffeners 51 and a set of vertical inner corner stiffeners 52, wherein the horizontal inner corner stiffeners 51 include a first horizontal inner corner stiffener 51, a second horizontal inner corner stiffener 51, and a third horizontal inner corner stiffener, the first horizontal inner corner stiffener, the second horizontal inner corner stiffener, and the third horizontal inner corner stiffener are horizontally disposed up and down and are connected to the first inner through long wall panel 11 and the second inner through long wall panel 12, the vertical inner corner stiffener 52 is vertically disposed on the corresponding horizontal inner corner stiffener 51, and has an inner side connected to the first inner through long wall panel 11, a first inner corner central web 53 is disposed between the first horizontal inner corner stiffener, the second horizontal inner corner stiffener, and the vertical inner corner stiffener 52, a second inner corner central web 54 is disposed below the second horizontal inner corner stiffener, and corner closing plates 55 are arranged on the outer sides of the horizontal inner corner stiffening plates 51 and the group of vertical inner corner stiffening plates 52.
The inner corner middle web plate 53 is arranged at the gap between the horizontal inner corner stiffening plate 51 and the vertical inner corner stiffening plate 52 and is matched with the first inner side through long wall plate 11, the second inner side through long wall plate 12 and the middle layer wall plate 3.
In this embodiment, an in-wall reinforcing stiffening plate 8 is arranged between the inner through long wall plate 1 and the outer side wall plate 4.
The foregoing is only a preferred embodiment of the present invention, and it should be noted that modifications can be made by those skilled in the art without departing from the principle of the present invention, and these modifications should also be construed as the protection scope of the present invention.
Claims (10)
1. The utility model provides a single-layer is to multilayer conversion's arc wallboard type support node which characterized in that: the method comprises the following steps: the wall comprises an inner through long wall plate (1), a group of inner stiffening plates (2), a middle wall plate (3) and an outer side wall plate (4), wherein the inner stiffening plate (2) is arranged on one side of the inner through long wall plate (1), the middle wall plate (3) is arranged on the lower portion of the inner through long wall plate (1) and matched with the inner stiffening plate (2), and the outer side wall plate (4) is connected with one end, far away from the inner through long wall plate (1), of the inner stiffening plate (2);
the inboard leads to long wallboard (1) and leads to long wallboard (12) including first inboard lead to long wallboard (11) and second inboard lead to long wallboard (12), first inboard lead to long wallboard (11) and second inboard lead to long wallboard (12) cross vertical setting, and the turning inboard of both connections is equipped with corner subassembly (5) in the wall, just inboard lead to long wallboard (1) and outside wallboard (4) and be the arc wallboard.
2. The single layer to multilayer conversion arc wall panel type support node of claim 1, wherein: the inner stiffening plate (2) comprises a group of horizontal stiffening plates (21) and a group of vertical stiffening plates (22), wherein the horizontal stiffening plates (21) comprise a group of upper horizontal stiffening plates (211) and a group of lower horizontal stiffening plates (212), the upper horizontal stiffening plates (211) and the lower horizontal stiffening plates (212) are arranged on the outer side of the inner through-wall panel (1) and are arranged horizontally up and down, the vertical stiffening plates (22) comprise upper vertical stiffening plates (221) and lower vertical stiffening plates (222), the upper vertical stiffening plates (221) are arranged above the lower horizontal stiffening plates (212) and are vertically arranged on the outer side of the inner through-wall panel (1) and are matched with the upper horizontal stiffening plates (211), and the lower vertical stiffening plates (222) are arranged below the lower horizontal stiffening plates (212) and are vertically arranged on the outer side of the inner through-wall panel (1).
3. The single layer to multilayer conversion arc wall panel type support node of claim 2, wherein: and a hidden beam web plate (23) is arranged in a rectangular frame formed between the horizontal stiffening plate (21) and the vertical stiffening plate (22).
4. The single layer to multilayer conversion arc wall panel type support node of claim 2, wherein: the outer side wall board (4) comprises a lower outer side wall board (41) and an upper outer side wall board (42), the lower outer side wall board (41) is arranged between the lower vertical stiffening plates (222) and below the lower horizontal stiffening plates (21), and the upper outer side wall board (42) is arranged between the upper vertical stiffening plates (221) and above the lower horizontal stiffening plates (21).
5. The single layer to multilayer conversion arc wall panel type support node of claim 4, wherein: and a cross stiffening plate (223) is arranged between the outer side of one end of the second inner side through long wall plate (12), which is close to the first inner side through long wall plate (11), and the upper outer side wall plate (42).
6. The single layer to multilayer conversion arc wall panel type support node of claim 2, wherein: one end that first inboard logical long wallboard (11) is located horizontal stiffener (21) is equipped with first wallboard bracket (6), first wallboard bracket (6) include bracket flange stiffener (61), contained angle department between bracket flange stiffener (61) and first inboard logical long wallboard (11) is equipped with T template (62), be equipped with between T template (62) and bracket flange stiffener (6) shrouding (63), just the top of T template (62) is equipped with horizontal bracket stiffener (64), be equipped with a set of vertical leg stiffener (65) between wallboard bracket stiffener (64) and T template (62), and the going out that is located vertical leg stiffener (65) is equipped with bracket outer shrouding (66).
7. The single layer to multilayer conversion arc wall panel type support node of claim 2, wherein: a second bracket (7) is arranged at one end, far away from the second inner side through long wall plate (12), of the first inner side through long wall plate (11); the second bracket (7) comprises a group of bracket flange plates (71), a web plate (72), a first stiffening plate (73), a second stiffening plate (74), an inner bracket flange plate (75) and an outer bracket flange plate (76), wherein the bracket flange plates (71) comprise an upper bracket flange plate and a lower bracket flange plate, the upper bracket flange plate is arranged on one side of the first inner side through long wall plate (11), the lower bracket flange plate is arranged below the upper bracket flange plate and is connected with the first inner side through long wall plate (11), the web plate (72) is arranged between the two bracket flange plates (71), the first stiffening plate (73) is arranged below the bracket flange plate (71) and is connected with the middle wall plate (3), the second stiffening plate (74) is arranged on two sides of the first stiffening plate (73), the inner bracket flange plate (75) and the outer bracket flange plate (76) are arranged on the inner side of the inner bracket flange plate and the inner side of the inner bracket flange plate (71) and the outer side of the inner bracket flange plate (76) are arranged on the inner side of the second stiffening plate, and is connected with the first inner through long wall plate (11).
8. The single layer to multilayer conversion arc wall panel type support node of claim 2, wherein: the wall inner corner assembly (5) comprises a group of horizontal inner corner stiffening plates (51) and a group of vertical inner corner stiffening plates (52), wherein the horizontal inner corner stiffening plates (51) comprise a first horizontal inner corner stiffening plate, a second horizontal inner corner stiffening plate and a third horizontal inner corner stiffening plate, the first horizontal inner corner stiffening plate, the second horizontal inner corner stiffening plate and the third horizontal inner corner stiffening plate are horizontally arranged up and down and are connected with a first inner through long wall plate (11) and a second inner through long wall plate (12), the vertical inner corner stiffening plates (52) are vertically arranged on the corresponding horizontal inner corner stiffening plates (51) and are connected with the first inner through long wall plate (11) at the inner sides, a first inner corner middle web plate (53) is arranged among the first horizontal inner corner stiffening plate, the second horizontal inner corner stiffening plate and the vertical inner corner stiffening plates (52), and a second inner corner middle web plate (54) is arranged below the second horizontal inner corner stiffening plate, and corner sealing plates (55) are arranged on the outer sides of the horizontal inner corner stiffening plates (51) and the group of vertical inner corner stiffening plates (52).
9. The single layer to multilayer conversion arc wall panel type support node of claim 8, wherein: the first inner corner middle web plate (53) is arranged at a gap between the horizontal inner corner stiffening plate (51) and the vertical inner corner stiffening plate (52) and matched with the first inner side through long wall plate (11), the second inner side through long wall plate (12) and the middle layer wall plate (3).
10. The single layer to multilayer conversion arc wall panel type support node of claim 2, wherein: and an in-wall reinforcing stiffening plate (8) is arranged between the inner side through long wall plate (1) and the outer side wall plate (4).
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122041244.2U CN215948562U (en) | 2021-08-27 | 2021-08-27 | Arc wallboard type supporting node capable of converting from single layer to multiple layers |
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|---|---|---|---|
| CN202122041244.2U CN215948562U (en) | 2021-08-27 | 2021-08-27 | Arc wallboard type supporting node capable of converting from single layer to multiple layers |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113653214A (en) * | 2021-08-27 | 2021-11-16 | 江苏沪宁钢机股份有限公司 | Arc-shaped wallboard type supporting node and manufacturing process thereof |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113653214A (en) * | 2021-08-27 | 2021-11-16 | 江苏沪宁钢机股份有限公司 | Arc-shaped wallboard type supporting node and manufacturing process thereof |
| CN113653214B (en) * | 2021-08-27 | 2024-08-23 | 江苏沪宁钢机股份有限公司 | Arc wallboard type supporting node and manufacturing process thereof |
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