CN215630855U - Anti-seismic wallboard unit and mounting structure thereof - Google Patents
Anti-seismic wallboard unit and mounting structure thereof Download PDFInfo
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- CN215630855U CN215630855U CN202121992620.XU CN202121992620U CN215630855U CN 215630855 U CN215630855 U CN 215630855U CN 202121992620 U CN202121992620 U CN 202121992620U CN 215630855 U CN215630855 U CN 215630855U
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Abstract
The utility model relates to the technical field of anti-seismic wallboards, and provides an anti-seismic wallboard unit and an installation structure thereof, wherein the anti-seismic wallboard unit comprises a wall body which is manufactured by adopting a mode of combining prefabrication and post pouring, a reinforcing column which is obliquely arranged is arranged in the wall body, and a tie bar connected with the wall body is arranged on the reinforcing column; the wall body is arranged between the two structural columns, the wall body is internally provided with a lacing wire connected with the structural columns, and the two ends of the reinforcing columns are provided with connecting ribs connected with the structural columns, the floor and the upper beam. Through above-mentioned technical scheme, the problem that traditional building structure wall body anti-seismic performance among the prior art is poor, topples easily completely when taking place transversely to topple has been solved.
Description
Technical Field
The utility model relates to the technical field of anti-seismic wallboards, in particular to an anti-seismic wallboard unit and an installation structure thereof.
Background
The earthquake is a natural phenomenon that earthquake waves are generated during the vibration caused in the process of quickly releasing energy from the earth crust, so that the earthquake has great destructive power to buildings, and along with the frequent occurrence of geological disasters, people also put higher requirements on the earthquake-resistant performance of the buildings. The wall body generally can only set up vertical support column among traditional building structure, bears vertical load, and anti-seismic performance is relatively poor, nevertheless forms the complete toppling of building when the building takes place to overturn transversely easily.
SUMMERY OF THE UTILITY MODEL
The utility model provides an anti-seismic wallboard unit and a mounting structure thereof, and solves the problems that the traditional building structure wall in the prior art is poor in anti-seismic performance and is easy to completely overturn when being overturned transversely.
The technical scheme of the utility model is as follows:
the anti-seismic wallboard unit comprises a wall body, wherein a reinforcing column is obliquely arranged in the wall body, a tie bar connected with the wall body is arranged on the reinforcing column, and the wallboard unit is formed by prefabricating the reinforcing column and pouring the wall body.
Further, the wall body is a light filling wall, and the reinforcing column is a concrete column or a steel structure column.
Furthermore, the number of the reinforcing columns is one, and two ends of each reinforcing column are respectively located at two opposite corners of the wall body.
Furthermore, the number of the reinforcing columns is two, two ends of one of the reinforcing columns are respectively located at two corners opposite to the wall body, the first end of the other reinforcing column is located at one corner of the wall body, the second end of the other reinforcing column is located in the middle of the side opposite to the corner, and the two reinforcing columns are led out from the same corner.
Furthermore, the number of the reinforcing columns is two, the first ends of the two reinforcing columns are located in the middle of one side of the wall body, and the second ends of the two reinforcing columns are located at two corners opposite to the side.
Furthermore, the number of the reinforcing columns is four, the first ends of the four reinforcing columns are located in the middle of one side of the wall body, the second ends of the two reinforcing columns are located at two corners opposite to the side respectively, and the second ends of the other two reinforcing columns are located in the middle of two sides adjacent to the side respectively.
The wall body is arranged between two structural columns, lacing wires used for being connected with the structural columns are arranged in the wall body, and connecting ribs extending out of the wall body are arranged at two ends of each reinforcing column.
Furthermore, one side of the wall body is provided with a heat insulation board through the matching of the wedge-shaped strips and the wedge-shaped grooves, and the heat insulation board is provided with an external wall board.
Further, be equipped with the bar groove on the heated board, be equipped with the mounting panel in the bar groove, the side fascia sets up two adjacent on the mounting panel of heated board.
The working principle and the beneficial effects of the utility model are as follows:
the oblique reinforcing column is additionally arranged in the wall structure, the reinforcing column and the tie bars on the reinforcing column adopt a factory-prefabricated mode, then the wall body is formed by pouring, the compound degree between the reinforcing column and the wall body main body can be enhanced by the tie bars on the reinforcing column, the stability of the wall structure is ensured, the added reinforcing column can vertically transmit load, and meanwhile, the stress in the horizontal direction can be generated, so that the horizontal load can be effectively resisted, the lateral stability system and the water-level load resisting capacity of the building structure are improved, and the anti-seismic performance of the wallboard unit is better.
Drawings
The present invention will be described in further detail with reference to the accompanying drawings and specific embodiments.
FIG. 1 is a schematic view of a unit structure of an anti-seismic wall panel;
FIG. 2 is a schematic view of an arrangement structure of reinforcement pillars according to a second embodiment;
FIG. 3 is a schematic view of an arrangement structure of a reinforcement column in the third embodiment;
FIG. 4 is a schematic view of an arrangement structure of a reinforcement column in the fourth embodiment;
FIG. 5 is a schematic view of an installation structure of the seismic wall panel unit;
FIG. 6 is a schematic view of an installation structure of the external wall panel;
in the figure: 1. the wall body, 2, the reinforced column, 3, the tie bar, 4, the tie bar, 5, the connecting bar, 6, the structural column, 7, the insulation board, 8, the external wall panel, 9 and the mounting panel.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any inventive step, are intended to be within the scope of the present invention.
As shown in fig. 1, the present embodiment proposes
The utility model provides an antidetonation wallboard unit, includes the wall body 1 that adopts the mode of pouring to make, has the reinforced column 2 that the slope set up in the wall body 1, is equipped with the drawknot muscle 3 of being connected with wall body 1 on the reinforced column 2.
Increase the diagonal reinforcement post 2 in wall body 1 structure, the reinforcement post 2 and the prefabricated mode of mill is adopted to the drawknot muscle 3 on it, then pour and form wall body 1 again, the drawknot muscle 3 on the reinforcement post 2 can strengthen the compound degree between reinforcement post 2 and wall body 1 main part, guarantee the stability of wall body 1 structure, the reinforcement post 2 that adds both can be at vertical transmission load, also can produce the stress of a horizontal direction simultaneously, can effectually resist horizontal load, the side direction stable system and the horizontal load capacity of water resistance that has improved the housing construction structure, make wallboard unit's anti-seismic performance better.
The wall body 1 is a light filling wall, and the reinforced column 2 is a concrete column or a steel structure column.
The traditional construction process of the wall body 1 generally adopts aerated bricks, gypsum blocks or battens for building, the wall body 1 additionally provided with the reinforcing columns 2 can prolong the construction time and increase the material waste in the actual construction, so that the comprehensive cost of the wall body 1 is several times higher than that of the conventional wall body 1, and the wall body can not be adopted in large areas in the construction engineering. The mode that forms wall body 1 is pour again to antidetonation wallboard unit adoption reinforced column 2 prefabrication, solves the efficiency of construction, the artifical expense, the extravagant problem of material.
Meanwhile, the wall body 1 is a light filling wall and is filled with light materials such as foaming cement, gypsum, foaming gypsum and the like, compared with the wall body 1 adopting a masonry mode in the traditional construction process, the anti-shock capacity of the wall body is better, the reinforcing column 2 is a concrete column or a steel structure column, the load bearing capacity is better, and the anti-shock performance of the wallboard unit is improved by fully utilizing the load bearing capacity of the concrete column or the steel structure column and the shock resistance capacity of the light filling material.
Different structural forms of the wall body 1 can be selected according to the actual length of the wall body 1 or the load to be borne,
in the first embodiment, as shown in fig. 1, there is one reinforcing column 2, and two ends of the reinforcing column 2 are respectively located at two opposite corners of the wall 1.
In the second embodiment, as shown in fig. 2, two reinforcing columns 2 are provided, wherein two ends of one reinforcing column 2 are respectively located at two corners opposite to the wall 1, a first end of the other reinforcing column 2 is located at one corner of the wall 1, a second end of the other reinforcing column 2 is located in the middle of the side opposite to the corner, and the two reinforcing columns 2 are led out from the same corner.
In the third embodiment, as shown in fig. 3, there are two reinforcing columns 2, the first ends of the two reinforcing columns 2 are located in the middle of one side of the wall 1, and the second ends are located at two corners opposite to the side.
In the fourth embodiment, as shown in fig. 4, there are four reinforcing columns 2, and the first ends of the four reinforcing columns 2 are located in the middle of one side of the wall 1, wherein the second ends of two reinforcing columns 2 are located at two corners opposite to the side, respectively, and the second ends of the other two reinforcing columns 2 are located in the middle of two sides adjacent to the side, respectively.
From the first embodiment to the fourth embodiment, the horizontal load borne by the wall body 1 is gradually increased, and the longer length of the wall body 1 can be applied.
As shown in fig. 5, the present embodiment proposes
A wall body 1 is arranged between two structural columns 6, lacing wires 4 used for being connected with the structural columns 6 are arranged in the wall body 1, and connecting ribs 5 extending out of the wall body 1 are arranged at two ends of a reinforcing column 2.
The wall body 1 is stably connected with the structural column 6, the bottom plate, the upper beam and the like through the tie bars 4 and the connecting bars 5, the overall strength is ensured, and the reinforcing column 2 can realize the load transmission between the beam and the structural column 6. In traditional building structure, adopt vertical post to undertake vertical load usually, when the building takes place transversely to topple, form the complete toppling of building easily, antidetonation wallboard unit increases diagonal reinforcement post 2, carry out secondary load distribution through the linking roof beam between structure post 6 and coordinate, when letting vertical loading power conduction, reinforce the steadiness between structure post 6 and the linking roof beam, in the horizontal load, adjacent structure post 6 and linking roof beam will be through the diagonal reinforcement post 2 reinforce the connection, disperse horizontal load, make anti-seismic performance better.
The connecting rib 5 can be in a U shape, a hook shape or a linear shape.
As shown in figure 6 of the drawings,
one side of the wall body 1 is provided with a heat insulation board 7 through the matching of the wedge-shaped strips and the wedge-shaped grooves, and the heat insulation board 7 is provided with an external wall board 8.
1 one side of wall body sets up heated board 7 through wedge strip and wedge groove cooperation, guarantees the stability of 7 mounting structure of heated board, sets up one deck side fascia 8 again in the heated board 7 outside, and side fascia 8 passes through the connecting piece setting and guarantees the stability of connecting.
Be equipped with the bar groove on the heated board 7, the bar inslot is equipped with mounting panel 9, and side fascia 8 sets up on the mounting panel 9 of two adjacent heated boards 7.
Set up the bar groove in the outside of heated board 7, be equipped with a mounting panel 9 in the bar inslot, then install side fascia 8 on mounting panel 9 on two adjacent heated boards 7, utilize side fascia 8 to shelter from the erection joint of heated board 7, promote the water proof performance.
The present invention is not limited to the above preferred embodiments, and any modifications, equivalent substitutions, improvements, etc. within the spirit and principle of the present invention should be included in the protection scope of the present invention.
Claims (9)
1. The anti-seismic wallboard unit comprises a wall body (1), and is characterized in that a reinforcement column (2) which is obliquely arranged is arranged in the wall body (1), and a tie bar (3) connected with the wall body (1) is arranged on the reinforcement column (2).
2. An earthquake-resistant wall panel unit according to claim 1, characterized in that the wall body (1) is a lightweight infilled wall and the reinforcement columns (2) are concrete columns or steel columns.
3. An earthquake-resistant wall panel unit according to claim 1 or 2, characterized in that the reinforcing column (2) is one, and both ends of the reinforcing column (2) are located at two opposite corners of the wall body (1).
4. An earthquake-resistant wall panel unit according to claim 1 or 2, characterized in that there are two reinforcing columns (2), one of the reinforcing columns (2) having two ends located at two corners opposite to the wall (1), the other reinforcing column (2) having a first end located at one corner of the wall (1) and a second end located at the middle of the side opposite to the corner, and the two reinforcing columns (2) being led out from the same corner.
5. An earthquake-resistant wall panel unit according to claim 1 or 2, characterized in that there are two reinforcing columns (2), the first ends of both reinforcing columns (2) being located in the middle of one side of the wall (1), and the second ends being located at the two corners opposite to that side, respectively.
6. An earthquake-resistant wall panel unit according to claim 1 or 2, characterized in that said reinforcement columns (2) are four, the first ends of four reinforcement columns (2) being located in the middle of one side of the wall (1), wherein the second ends of two reinforcement columns (2) are located at two corners opposite to the side, respectively, and the second ends of the other two reinforcement columns (2) are located in the middle of two sides adjacent to the side, respectively.
7. An installation structure of an earthquake-resistant wall panel unit according to any one of claims 1-6, characterized in that the wall body (1) is arranged between two structural columns (6), a tie bar (4) for connecting with the structural columns (6) is arranged in the wall body (1), and connecting bars (5) extending out of the wall body (1) are arranged at two ends of the reinforcing column (2).
8. An installation structure of earthquake-resistant wall panel unit according to claim 7, characterized in that one side of the wall body (1) is provided with an insulation board (7) through the cooperation of wedge-shaped strips and wedge-shaped grooves, and the insulation board (7) is provided with an external wall panel (8).
9. An earthquake-resistant wall panel unit installation structure according to claim 8, wherein the heat insulation boards (7) are provided with strip-shaped grooves, mounting plates (9) are arranged in the strip-shaped grooves, and the external wall panels (8) are arranged on the mounting plates (9) of two adjacent heat insulation boards (7).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121992620.XU CN215630855U (en) | 2021-08-24 | 2021-08-24 | Anti-seismic wallboard unit and mounting structure thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121992620.XU CN215630855U (en) | 2021-08-24 | 2021-08-24 | Anti-seismic wallboard unit and mounting structure thereof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN215630855U true CN215630855U (en) | 2022-01-25 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202121992620.XU Active CN215630855U (en) | 2021-08-24 | 2021-08-24 | Anti-seismic wallboard unit and mounting structure thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN215630855U (en) |
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2021
- 2021-08-24 CN CN202121992620.XU patent/CN215630855U/en active Active
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