CN215949068U - Wallboard structure and wall for building - Google Patents
Wallboard structure and wall for building Download PDFInfo
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- CN215949068U CN215949068U CN202121875989.2U CN202121875989U CN215949068U CN 215949068 U CN215949068 U CN 215949068U CN 202121875989 U CN202121875989 U CN 202121875989U CN 215949068 U CN215949068 U CN 215949068U
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Abstract
The utility model discloses a wall panel structure and a wall body for a building, which comprise at least two sub-wall panels and at least one metal connecting piece; the metal connecting piece is connected with at least two adjacent sub-wall panels so that the sub-wall panels are sequentially connected at intervals along a first direction, and a reserved gap is reserved between every two adjacent sub-wall panels. When the earthquake takes place, the slope takes place from the left hand right side for the wallboard structure, takes place to incline along wallboard structure length direction promptly, and the metal connecting piece is located the position in reservation clearance and takes place to deform, and dislocation about two adjacent subpart wallboards take place to consume energy to the wallboard structure, and then reduce the damage that the wallboard structure produced when the earthquake.
Description
Technical Field
The utility model relates to the technical field of buildings, in particular to a wallboard structure and a wall for a building.
Background
The frame structure is generally designed to resist earthquake by the damping partition walls, and is widely applied to buildings such as multi-storey houses, factory buildings, shops, office buildings, hospitals, teaching buildings, hotels and the like because of the advantages of flexible planar arrangement, large indoor space and the like.
In the related art, in order to improve the shock insulation technology of the wall body, the rubber support shock insulation technology is applied to the shear wall, but the prior art is still immature, the integrity of the wall body is poor, the connection between the filling structure and the frame is difficult, and therefore, the prior wall body cannot simultaneously take the effects of simple structure and shock absorption into consideration.
SUMMERY OF THE UTILITY MODEL
The present invention is directed to solving at least one of the problems of the prior art. Therefore, the utility model provides a wallboard structure which can reduce the damage of an earthquake to the wallboard structure.
The utility model also provides a building wall with the wallboard structure.
A wall panel structure according to an embodiment of the utility model comprises:
at least two sub-panels;
the metal connecting piece is connected with at least two adjacent sub-wall plates, so that the sub-wall plates are sequentially connected at intervals along a first direction, and a reserved gap is reserved between every two adjacent sub-wall plates.
The wallboard structure according to the embodiment of the utility model has at least the following beneficial effects: when wallboard structure installs, first direction is vertical direction, and a plurality of sub-portion wallboard set up from bottom to top interval in proper order, and two adjacent sub-portion wallboard are connected through metal connector, and from this, the wallboard structure of building usefulness is constituteed to a plurality of sub-portion wallboard. When the earthquake takes place, the slope takes place from the left hand right side for the wallboard structure, takes place to incline along wallboard structure length direction promptly, and the metal connecting piece is located the position in reservation clearance and takes place to deform, and dislocation about two adjacent subpart wallboards take place to consume energy to the wallboard structure, and then reduce the damage that the wallboard structure produced when the earthquake.
According to some embodiments of the utility model, the metal connector is a steel mesh, the sub-wall panel comprises an outer wall layer and an inner wall layer, and the steel mesh is connected between the outer wall layer and the inner wall layer; wherein the sub-wall plate is made of cement mortar.
According to some embodiments of the utility model, the steel wire mesh has two layers, the steel wire mesh has a connecting section and a bending section along a second direction, the connecting sections of the two layers of steel wire mesh are attached, the bending sections of the two layers of steel wire mesh are oppositely arranged, and a positioning cavity is formed, wherein the first direction is perpendicular to the second direction;
the wallboard structure still includes at least one steel sheet, the lateral wall of steel sheet with the lateral wall in location chamber is laminated mutually, in order to plug up the mesh of wire net.
According to some embodiments of the utility model, the wall panel structure further comprises a flexible filler layer, the flexible filler layer filling the pre-existing gap.
According to some embodiments of the utility model, the flexible infill layer is one of mineral wool, rock wool or polyurethane.
According to some embodiments of the utility model, the wall panel structure further comprises a first spacer fixedly attached to the sub-wall panel, the flexible filler layer being located between two of the first spacers.
According to some embodiments of the utility model, the wall panel structure further comprises a second partition, one end of the second partition is connected with one of the first partitions in an abutting manner, the other end of the second partition is connected with the other first partition in an abutting manner, and the second partition is used for closing the opening of the reserved gap.
According to some embodiments of the utility model, the wall panel structure is a prefabricated member.
According to the wall for the building, two beams and columns are vertically arranged;
the lower frame beam is horizontally connected between the two beam columns;
the upper frame beam is horizontally connected between the two beam columns and is positioned above the lower frame beam;
in the wall plate structure, the plurality of sub-wall plates are sequentially arranged from the lower frame beam to the upper frame beam at intervals, the sub-wall plates at the head parts are connected with the lower frame beam, the sub-wall plates at the tail parts are fixedly connected with the upper frame beam, and the sub-wall plates are arranged at the beam columns in a separated mode.
The wallboard structure according to the embodiment of the utility model has at least the following beneficial effects: when an earthquake occurs, the two beam columns incline from left to right, namely incline along the width direction of the wallboard structure, and the lower frame beam and the upper frame beam are staggered from left to right. A plurality of sub-parts wallboard are connected through metal connector from bottom to top at interval, are connected between the adjacent sub-parts wallboard, consequently, the in-process that misplaces with last frame beam of undercarriage roof beam, and metal connector is located the part between two adjacent sub-parts wallboard and takes place to warp about warping to stagger about making two upper and lower sub-parts wallboard, and then adapt to undercarriage roof beam and last frame beam dislocation motion, the damage of wallboard structure is reduced.
According to the wall for the building, one end of the metal piece is connected to the beam column, and the other end of the metal piece is connected to the sub-wallboard between the front sub-wallboard and the rear sub-wallboard.
Additional aspects and advantages of the utility model will be set forth in part in the description which follows and, in part, will be obvious from the description, or may be learned by practice of the utility model.
Drawings
The utility model is further described with reference to the following figures and examples, in which:
FIG. 1 is a schematic structural diagram of a wall according to an embodiment of the present invention;
FIG. 2 is a vertical cross-sectional view of FIG. 1;
FIG. 3 is an enlarged view of the area A in FIG. 2;
FIG. 4 is a horizontal cross-sectional view of FIG. 1;
FIG. 5 is an enlarged view of the area B in FIG. 4;
FIG. 6 is a schematic structural view of a steel sheet in a wallboard structure in accordance with an embodiment of the present invention;
fig. 7 is a structural view showing a state before and after an earthquake of the frame assembly of the present invention.
Reference numerals:
the wall plate structure 100, the sub-wall plate 110, the external wall layer 111, the internal wall layer 112, the reserved gap 113, the metal connecting piece 120, the connecting section 121, the bending section 122, the steel sheet 130, the flexible filling layer 140, the first partition plate 150 and the second partition plate 160;
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 accompanying drawings are illustrative only for the purpose of explaining the present invention, and are not to be construed as limiting the present invention.
In the description of the present invention, it should be understood that the orientation or positional relationship referred to in the description of the orientation, such as the upper, lower, front, rear, left, right, etc., is based on the orientation or positional relationship shown in the drawings, and is only for convenience of description and simplification of description, and does not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and thus, should not be construed as limiting the present invention.
In the description of the present invention, the meaning of a plurality is one or more, the meaning of a plurality is two or more, and the above, below, exceeding, etc. are understood as excluding the present numbers, and the above, below, within, etc. are understood as including the present numbers. If the first and second are described for the purpose of distinguishing technical features, they are not to be understood as indicating or implying relative importance or implicitly indicating the number of technical features indicated or implicitly indicating the precedence of the technical features indicated.
In the description of the present invention, unless otherwise explicitly limited, terms such as arrangement, installation, connection and the like should be understood in a broad sense, and those skilled in the art can reasonably determine the specific meanings of the above terms in the present invention in combination with the specific contents of the technical solutions.
In the description of the present invention, reference to the description of the terms "one embodiment," "some embodiments," "an illustrative embodiment," "an example," "a specific example," or "some examples," etc., means that a particular feature, structure, material, or characteristic described in connection with the embodiment or example is included in at least one embodiment or example of the present invention. In this specification, the schematic representations of the terms used above do not necessarily refer to the same embodiment or example. Furthermore, the particular features, structures, materials, or characteristics described may be combined in any suitable manner in any one or more embodiments or examples.
The present invention discloses a wall panel structure 100, referring to fig. 1-3, comprising at least two sub-wall panels 110 and at least one metal connector 120; the metal connecting member 120 is connected to at least two adjacent sub-wall panels 110, so that the plurality of sub-wall panels 110 are sequentially connected at intervals along the first direction, and a gap 113 is reserved between two adjacent sub-wall panels 110.
It should be noted that the number of the metal connecting members 120 is not limited, and one or more metal connecting members may be used; if one metal connecting member 120 is adopted, the metal connecting member 120 has a certain length, and the plurality of sub-wall panels 110 can be sequentially connected to the metal connecting member 120 at intervals along the length direction thereof, so as to form the required wall panel structure 100; alternatively, if there are a plurality of metal connectors 120, any one metal connector 120 is connected to two adjacent sub-wall panels 110 or a plurality of sub-wall panels 110, and the plurality of metal connectors 120 are matched with each other, so as to sequentially connect all sub-wall panels 110 at intervals, thereby forming the desired wall panel structure 100.
In this application, when the wall panel structure 100 is installed, the first direction is a vertical direction, the plurality of sub-wall panels 110 are sequentially arranged from bottom to top at intervals, and two adjacent sub-wall panels 110 are connected by the metal connecting member 120, so that the plurality of sub-wall panels 110 form the wall panel structure 100 for a building. When an earthquake occurs, the wall plate structure 100 inclines from left to right, namely, the wall plate structure 100 inclines along the length direction, the metal connecting piece 120 is deformed at the position of the reserved gap 113, and the two adjacent sub-wall plates 110 are staggered left and right, so that the energy consumption of the wall plate structure 100 is reduced, and the damage of the wall plate structure 100 during the earthquake is reduced; furthermore, the wall panel structure 100 is relatively simple in structure and low in manufacturing cost.
In addition, through the arrangement of the reserved gap 113, firstly, during an earthquake, the adjacent sub-wall panels 110 can be dislocated without mutual interference, so that the wall panel structure 100 has a better earthquake-resistant effect; secondly, when wallboard structure 100 takes place to incline, the height of sub-portion wallboard 110 can reduce downwards, from this, reserve clearance 113 has satisfied two sub-portion wallboard 110 and can draw close each other when the earthquake to make two adjacent sub-portion wallboard 110 misplace each other, satisfy earthquake-resistant requirement.
In some embodiments, referring to fig. 2 to 5, the sub-portion wall plate 110 includes an outer wall layer 111 and an inner wall layer 112, and the outer wall layer 111 and the inner wall layer 112 are stacked; meanwhile, the metal connecting member 120 is a steel wire mesh connected between the outer wall layer 111 and the inner wall layer 112.
The metal connecting piece 120 is made of steel wire meshes, one of the metal connecting pieces is formed by solidifying cement mortar on the sub-wall plate 110, and the cement mortar on the outer wall layer 111 and the cement mortar on the inner wall layer 112 can be solidified together through meshes of the steel wire meshes, so that the fastening connection among the outer wall layer 111, the inner wall layer 112 and the steel wire meshes is ensured; secondly, the steel wire mesh has higher strength, and the strength of the wallboard structure 100 is ensured when no earthquake occurs; moreover, after the steel wire mesh is deformed, the connection strength between the positions of the adjacent sub-wall panels 110 can be still ensured.
It should be noted that the metal connecting member 120 may be one steel wire mesh or multiple steel wire meshes, so as to meet the strength requirement and deformation requirement of the wall panel structure 100.
Further, the metal connecting member 120 is formed by two layers of the steel wire meshes, and the two layers of the steel wire meshes are stacked, so that the connection strength between two adjacent sub-wall panels 110 is ensured; simultaneously, one deck wire net is connected with outside wall layer 111, and this wire net includes linkage segment 121 and the section 122 of bending along the second direction, and first direction sets up with the second direction is perpendicular, and left right direction promptly, this section 122 of bending is buckled to the direction of keeping away from another wire net to break away from another wire net. Similarly, another layer of steel wire mesh is connected with the inner wall layer 112, the steel wire mesh comprises a connecting section 121 and a bending section 122 along the second direction, the second direction is the horizontal direction, and the bending section 122 bends away from the other steel wire mesh and breaks away from the other steel wire mesh. The linkage segment 121 of two-layer wire net laminates mutually to guarantee that outside wall layer 111 is connected with inside wall layer 112, the section 122 of bending of two-layer wire net sets up relatively, forms the location chamber of vertical setting between two sections 122 of bending.
The wall panel structure 100 further includes a plurality of steel sheets 130 (refer to fig. 6), side edges of the plurality of steel sheets 130 are sequentially connected end to end, and the steel sheets 130 enclose a reserved cavity. The steel sheets 130 are embedded into the positioning cavity, the positioning cavity is overlapped with the reserved cavity, and the outer walls of the steel sheets 130 are attached to the steel wire meshes, so that meshes of the steel wire meshes are blocked, and cement mortar is prevented from flowing into the reserved cavity; in the manufacturing process of the sub-wall panel 110, after the cement mortar is solidified into the sub-wall panel 110, the steel sheet 130 is arranged, and the sub-wall panel 110 is arranged in a hollow manner, so that the manufacturing cost and the weight of the wall panel structure 100 are reduced, and the wall panel is convenient to carry. The bending section 122 is disposed on the steel wire mesh, so as to facilitate the positioning of the steel sheet 130, and thus facilitate the manufacture of the hollow sub-wall panel 110.
Moreover, the steel sheet 130 is made of a metal material and is connected between the two sub-wall panels 110, the function of the steel sheet 130 is consistent with that of the steel wire mesh, and the connection strength between the adjacent sub-wall panels 110 is improved; the thickness of the steel sheet 130 is at least less than 5 mm, so that the steel sheet 130 is not too hard to affect the shock resistance between the adjacent sub-wall panels 110.
In some embodiments, the wall panel structure 100 further includes a flexible filling layer 140, and the flexible filling layer 140 is filled in the reserved gap 113 and located on two sides of the steel wire mesh, so that the flexible filling layer 140 makes the side surface of the wall panel structure 100 smoother, and ensures the aesthetic property of the wall panel structure 100; secondly, the flexible filling layer 140 has a protective effect on the steel wire mesh without affecting the deformability of the metal connecting member 120.
Further, the flexible filler layer 140 is one of mineral wool, rock wool, or polyurethane, wherein if the flexible filler layer 140 is rock wool, the wall panel structure 100 has a noise reduction effect.
In some embodiments, the wall panel structure 100 further comprises a first partition 150, two first partitions 150 are located in the reserved gap 113, one of the first partitions 150 is connected to the top of the sub-wall panel 110, the other first partition 150 is connected to the bottom of the other sub-wall panel 110, the first partition 150 is an asbestos board, and the flexible filler layer 140 is located between the two first partitions 150. Through the setting of first baffle 150, when cement mortar did not solidify, first baffle 150 avoided cement mortar to be connected with flexible filling layer 140 to make sub-portion wallboard 110 and flexible filling layer 140 can the relative slip, and then guarantee that two adjacent sub-portion wallboard 110 can misplace each other, wallboard structure 100 has better antidetonation effect.
In some embodiments, the wall panel structure 100 further comprises a second partition 160, the second partition 160 is an asbestos board, the second partition 160 is vertically located between the two first partitions 150, a lower edge of the second partition 160 abuts an upper surface of one of the first partitions 150, and an upper edge of the second partition 160 abuts a lower surface of the other of the first partitions 150. The second partition 160 is located at the opening of the reserved gap 113 so as to close the opening of the reserved gap 113, and the flexible filling layer 140 is located at the inner side of the second partition 160, so that the second partition 160 has a protective effect on the flexible filling layer 140; also, since the flexible filling layer 140 needs to slide relative to the first spacer 150 and cannot be fixedly connected, the second spacer 160 is aimed at preventing the flexible filling layer 140 from sliding out of the opening of the reserved gap 113.
When it is required to be noted that, the first partition plate 150 and the second partition plate 160 are both made of asbestos plates, each of the asbestos plates has a certain deformability, and a distance between two adjacent sub-portion wall plates 110 is relatively short; thus, when the adjacent sub-wall panels 110 are close to each other, even if the second partition plate 160 abuts between the two first partition plates 150, the adjustment of the distance between the adjacent two sub-wall panels 110 can be satisfied by the deformation of the asbestos sheet.
In some embodiments, the wall panel structure 100 is prefabricated, such that the wall panel structure 100 can be fabricated at a factory and then the prefabricated wall panel structure 100 can be installed on site, thereby improving the efficiency of wall construction.
In a second aspect of the present invention, a wall for a building is disclosed, which comprises a frame assembly 200, wherein the frame assembly 200 comprises two beam columns 210, a lower frame beam 220, an upper frame beam 230 and a flexible pad 240, the two beam columns 210 are vertically fixed on the ground, the lower frame beam 220 is horizontally and fixedly connected between the two beam columns 210 and close to the bottom of the beam column 210, the upper frame beam 230 is horizontally and fixedly connected between the two beam columns 210, and the upper frame beam 230 is located above the lower frame beam 220 and close to the top of the beam column 210. The wall panel structure 100 further includes a plurality of sub-wall panels 110 sequentially spaced from the lower frame beam 220 to the upper frame beam 230, the front sub-wall panel 110 is connected to the lower frame beam 220, the rear sub-wall panel 110 is fixedly connected to the upper frame beam 230, the sub-wall panel 110 is located between two beam columns 210 and spaced from the beam columns 210, and the flexible pad 240 is filled between the side portions of the sub-wall panels 110 and the side portions of the beam columns 210.
By adopting the above-mentioned scheme, when an earthquake occurs, the two beam columns 210 are inclined from left to right, that is, inclined in the width direction of the wall panel structure 100, and the lower frame beam and the upper frame beam are displaced from each other in the left-right direction, where reference sign a indicates an undeformed state of the frame assembly 200 and reference sign b indicates a deformed state of the frame assembly 200 (see fig. 7). The plurality of sub-wall panels 110 are connected from bottom to top at intervals, and the adjacent sub-wall panels 110 are connected through the metal connecting piece 120, so that in the dislocation process of the lower frame beam 220 and the upper frame beam 230, the part of the metal connecting piece 120 between the two adjacent sub-wall panels 110 is deformed left and right, the upper and lower sub-wall panels 110 can be staggered left and right, the dislocation motion of the lower frame beam 220 and the upper frame beam 230 is adapted, and the damage to the wall panel structure 100 is reduced.
Moreover, the sub-portion wall plate 110 is spaced apart from the beam column 210, and when the beam column 210 is inclined, the side portion of the beam column 210 is prevented from pressing the side portion of the sub-portion wall plate 110, thereby damaging the sub-portion wall plate 110; wherein the flexible mat 240 ensures the sealability between the beam column 210 and the sub-wall panel 110.
In some embodiments, the wall further includes a metal member (not shown), one end of which is connected to the beam column 210, and the other end of which is connected to the sub-wall 110 between the leading sub-wall 110 and the trailing sub-wall 110, so as to position the sub-wall 110 between the leading sub-wall 110 and the trailing sub-wall 110, thereby preventing the sub-wall 110 from deforming to the inside or outside of the wall.
The embodiments of the present invention have been described in detail with reference to the accompanying drawings, but the present invention is not limited to the above embodiments, and various changes can be made within the knowledge of those skilled in the art without departing from the gist of the present invention. Furthermore, the embodiments of the present invention and the features of the embodiments may be combined with each other without conflict.
Claims (10)
1. A wall panel structure, comprising:
at least two sub-panels;
the metal connecting piece is connected with at least two adjacent sub-wall plates, so that the sub-wall plates are sequentially connected at intervals along a first direction, and a reserved gap is reserved between every two adjacent sub-wall plates.
2. The wall panel structure of claim 1, wherein the metal connectors are steel wire mesh, the sub-wall panel comprising an outer wall layer and an inner wall layer, the steel wire mesh being connected between the outer wall layer and the inner wall layer; wherein the sub-wall plate is made of cement mortar.
3. The wall panel structure according to claim 2, wherein the steel wire mesh has two layers, the steel wire mesh has a connecting section and a bending section along a second direction, the connecting sections of the two layers of the steel wire mesh are attached, the bending sections of the two layers of the steel wire mesh are oppositely arranged and form a positioning cavity, wherein the first direction is perpendicular to the second direction;
the wallboard structure still includes at least one steel sheet, the lateral wall of steel sheet with the lateral wall in location chamber is laminated mutually, in order to plug up the mesh of wire net.
4. The wall panel structure of claim 1, further comprising a flexible filler layer that fills the pre-existing gap.
5. The wall panel structure of claim 4, wherein the flexible filler layer is one of mineral wool, rock wool, or polyurethane.
6. The wall panel structure of claim 4, further comprising a first spacer fixedly attached to the sub-portion wall panel, wherein the flexible filler layer is positioned between two of the first spacers.
7. The wall panel structure according to claim 6, further comprising a second partition plate having one end connected in abutment with one of the first partition plates and the other end connected in abutment with the other of the first partition plates, the second partition plate being adapted to close the opening of the reserved gap.
8. The wall panel structure of claim 1, wherein the wall panel structure is a prefabricated member.
9. Wall body for building, its characterized in that includes:
two beams and columns which are vertically arranged;
the lower frame beam is horizontally connected between the two beam columns;
the upper frame beam is horizontally connected between the two beam columns and is positioned above the lower frame beam;
the wall further comprises the wall panel structure of any one of claims 1 to 8, wherein a plurality of the sub-wall panels are arranged at intervals in sequence from the lower frame beam to the upper frame beam, the head sub-wall panel is connected with the lower frame beam, the tail sub-wall panel is fixedly connected with the upper frame beam, and the sub-wall panels are arranged at intervals from the beam column.
10. The architectural wall of claim 9, further comprising a metal piece connected at one end to the beam and at another end to the subpart wall panel between the leading subpart wall panel and the trailing subpart wall panel.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121875989.2U CN215949068U (en) | 2021-08-11 | 2021-08-11 | Wallboard structure and wall for building |
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| Application Number | Priority Date | Filing Date | Title |
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| CN202121875989.2U CN215949068U (en) | 2021-08-11 | 2021-08-11 | Wallboard structure and wall for building |
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| CN215949068U true CN215949068U (en) | 2022-03-04 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2023015680A1 (en) * | 2021-08-11 | 2023-02-16 | 中建科工集团有限公司 | Wallboard structure and building wall |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2023015680A1 (en) * | 2021-08-11 | 2023-02-16 | 中建科工集团有限公司 | Wallboard structure and building wall |
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