CN220538993U - Unit curtain wall system capable of accurately adapting to earthquake large deformation - Google Patents
Unit curtain wall system capable of accurately adapting to earthquake large deformation Download PDFInfo
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- CN220538993U CN220538993U CN202321792989.5U CN202321792989U CN220538993U CN 220538993 U CN220538993 U CN 220538993U CN 202321792989 U CN202321792989 U CN 202321792989U CN 220538993 U CN220538993 U CN 220538993U
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- earthquake
- limiting device
- upright post
- water tank
- cross beam
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- 239000000463 material Substances 0.000 claims abstract description 35
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 28
- 229910000838 Al alloy Inorganic materials 0.000 claims abstract description 21
- 210000000056 organ Anatomy 0.000 claims description 4
- 239000000565 sealant Substances 0.000 claims description 3
- 230000006978 adaptation Effects 0.000 claims 1
- 239000011229 interlayer Substances 0.000 description 4
- 230000007547 defect Effects 0.000 description 3
- 238000010521 absorption reaction Methods 0.000 description 1
- 238000005034 decoration Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 239000010410 layer Substances 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 238000010079 rubber tapping Methods 0.000 description 1
Landscapes
- Load-Bearing And Curtain Walls (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model discloses a unit curtain wall system which is accurately adapted to large earthquake deformation, comprising an aluminum alloy upright post, an upper beam, a lower beam, an earthquake horizontal limiting device and a sectional type water tank material, wherein the upper beam which is adjacent to and positioned on a lower plate and the lower beam which is positioned on an upper plate are fixed on two sides of the aluminum alloy upright post through connecting screws; the earthquake horizontal limiting device is of an L-shaped structure, a horizontal notch is formed in the lower cross beam, a web plate of the earthquake horizontal limiting device is inserted into the horizontal notch, and a lower flange plate of the earthquake horizontal limiting device is fixed to the top of the upper cross beam through a connecting screw; the sectional type water tank material is arranged in the fin of the upper beam. According to the utility model, through arranging the earthquake limiting device capable of gradually absorbing horizontal deformation between earthquake layers and the split type water tank material, the integral translation and top rotation of a plurality of unit plates are realized, and the purpose that each unit plate sequentially and gradually absorbs earthquake deformation is achieved.
Description
Technical Field
The utility model relates to the technical field of curtain wall design, in particular to a unit curtain wall system which is accurately suitable for earthquake large deformation.
Background
With the gradual development of social economy, high-rise buildings have become the main stream building form of cities, and curtain walls are generally adopted as external decorations. The unit curtain wall system has the advantages of simple and convenient and quick installation, good performance, high assembly degree and the like, and is widely applied to high-rise buildings. Certain horizontal gaps are reserved between the male and female upright posts of the unit curtain wall system, and when an earthquake acts, the unit plates are generally considered to realize interlayer deformation absorption through integral translation; in the corner area of the building plane, the corner plates cannot integrally translate and can only rotate due to mutual limitation. When the deformation between earthquake layers is larger and is larger than the horizontal clearance of the plates, the integral translation of the plates near the corner can be restrained by the corner plates, and then the corner plates can be impacted to cause damage.
Therefore, a unit curtain wall system capable of accurately adapting to large earthquake deformation is needed to be generated at present.
Disclosure of Invention
In order to overcome the defects of related products in the prior art, the utility model provides a unit curtain wall system which is accurately adapted to large earthquake deformation.
The utility model provides a unit curtain wall system which is accurately suitable for large earthquake deformation, comprising: the earthquake horizontal limiting device comprises an aluminum alloy upright post, an upper cross beam, a lower cross beam, an earthquake horizontal limiting device and a sectional type water tank material; in the unit plates of the upper part and the lower part, an upper beam adjacent to and positioned on the lower part plate and a lower beam positioned on the upper part plate are fixed on two sides of the aluminum alloy upright post through connecting screws;
the earthquake horizontal limiting device is of an L-shaped structure, a horizontal notch is formed in the lower cross beam, a web plate of the earthquake horizontal limiting device is inserted into the horizontal notch, and a lower flange plate of the earthquake horizontal limiting device is fixed to the top of the upper cross beam through a connecting screw; the lower flange plate of the earthquake horizontal limiting device and the upper cross beam are nailed and fixed and then coated with sealant; the sectional type water tank material is arranged in the fin of the upper beam;
the aluminum alloy upright post comprises a male upright post and a female upright post which are mutually assembled into a whole, wherein an aluminum alloy hook is fixedly connected to one side, close to the main body concrete structure, of the side face of the male upright post through a connecting bolt, a groove-shaped embedded part is arranged in the main body concrete structure, a hanging seat is screwed on the groove-shaped embedded part, and the aluminum alloy hook is fixedly connected with the hanging seat.
In some embodiments of the present utility model, the sectional type sink material includes a left side sink material and a right side sink material, which are disposed at both sides of a vertical seam between the male and female columns, respectively.
In some embodiments of the utility model, the upper parts of the left side water tank material and the right side water tank material are respectively provided with a U-shaped waterproof rubber cushion, the top of the upper beam of the lower plate is provided with an L-shaped waterproof rubber cushion, and the U-shaped waterproof rubber cushion and the L-shaped waterproof rubber cushion are of organ type telescopic structures.
Compared with the prior art, the utility model has the following advantages:
according to the unit curtain wall system accurately adapting to the large earthquake deformation, through the arrangement of the earthquake limiting device and the split type water tank material, the integral translation and top rotation of a plurality of unit plates are realized, the purpose that each unit plate sequentially absorbs the earthquake deformation step by step is achieved, the defect that when the earthquake interlayer deformation is large and is larger than the horizontal gap of the plates, the integral translation of the plates near the corners is restrained by the corner plates, and then the damage is caused to the corner plates due to impact is overcome, and the unit curtain wall system has better adaptability.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present utility model, the drawings that are needed in the embodiments will be briefly described below, and it is obvious that the drawings in the following description are only some embodiments of the present utility model, and other drawings may be obtained according to these drawings without inventive effort for a person skilled in the art.
FIG. 1 is a schematic view of an interlayer node vertical section structure of a unit curtain wall system accurately adapting to large earthquake deformation;
FIG. 2 is a schematic view of the lower cross-sectional structure of the upper plate of the present utility model;
FIG. 3 is a schematic view of the seismic horizontal stop device;
FIG. 4 is a schematic vertical sectional view of a sectional trough;
FIG. 5 is a schematic cross-sectional view of a segmented flume material;
fig. 6 is a schematic structural view of a U-shaped waterproof rubber pad;
fig. 7 is a schematic structural view of an L-shaped waterproof rubber pad.
Reference numerals illustrate:
1. a male post; 2. a female upright post; 3. an upper cross beam; 4. a lower cross beam; 5. a seismic horizontal stop device; 6. a left side water tank material; 7. a right side water tank material; 8. a connecting screw; 9. u-shaped waterproof rubber cushion; 10. l-shaped waterproof rubber mats; 11. an aluminum alloy hook; 12. a hanging seat; 13. a slot-type embedded part; 14. and (5) connecting bolts.
Detailed Description
In order to enable those skilled in the art to better understand the present utility model, the following description will make clear and complete descriptions of the technical solutions according to the embodiments of the present utility model with reference to the accompanying drawings. It is apparent that the described embodiments are only some embodiments of the utility model, but not all embodiments, and that the preferred embodiments of the utility model are shown in the drawings. This utility model may be embodied in many different forms and is not limited to the embodiments described herein, but rather is provided to provide a more thorough understanding of the present disclosure.
Referring to fig. 1-7, the unit curtain wall system capable of accurately adapting to large earthquake deformation comprises an aluminum alloy upright post, an upper cross beam 3, a lower cross beam 4, an earthquake horizontal limiting device 5 and a sectional type water tank material; in the unit plates of the upper part and the lower part, an upper beam 3 adjacent to and positioned on the lower part plate and a lower beam 4 positioned on the upper part plate are fixed on two sides of the aluminum alloy upright post through connecting screws 8;
referring to fig. 3, the seismic horizontal limiting device 5 is in an L-shaped structure, the lower beam 4 is provided with a horizontal notch, the opening size of the horizontal notch is larger than the cross section size of the web plate of the seismic horizontal limiting device 5, so as to reserve a gap required by the translation of the unit plate, the web plate of the seismic horizontal limiting device 5 is inserted into the horizontal notch, and the lower flange plate of the seismic horizontal limiting device 5 is fixed at the top of the upper beam 3 through a connecting screw 8; the upper plate in the corner area of the building plane translates through the horizontal notch of the lower cross beam 4, and the unit plate is blocked and fixed after integrally translating to a preset position under the action of an earthquake; the lower flange plate of the earthquake horizontal limiting device 5 and the upper beam 3 are fixed by nailing and then coated with sealant, so that water is prevented from penetrating into the cavity of the upper beam 3 through the nail holes;
the aluminum alloy upright post comprises a male upright post 1 and a female upright post 2 which are mutually spliced and assembled into a whole, the male upright post 1 and the female upright post 2 which are respectively positioned between adjacent unit plates are spliced, the plane external wind load is transferred through fin and flange jointing, a gap at the joint between the male upright post 1 and the female upright post 2 can be filled with a heat insulation strip, wherein one side of the male upright post 1, which is close to a main concrete structure, is fixedly connected with an aluminum alloy hook 11 through a connecting bolt 14, a groove-shaped embedded part 13 is arranged in the main concrete structure, a hanging seat 12 is screwed on the groove-shaped embedded part 13, the aluminum alloy hook 11 is fixedly connected with the hanging seat 12 and used for supporting and fixing the horizontal direction of the aluminum alloy upright post, the aluminum alloy hook 11 and the hanging seat 12 on one side of the male upright post 1 are hinged and fixed in the plane in the horizontal direction through tapping nails, one side of the unit plates is horizontally released, and the aluminum alloy hanging seat 12 is connected with the main concrete structure through the groove-shaped embedded part 13 to transfer self weight and the plane external wind load; the earthquake horizontal limiting devices 5 are respectively arranged from the building plane corners to two sides until the residual earthquake horizontal deformation is sufficiently absorbed only through the section bar inserting gaps of the male upright posts 1 and the female upright posts 2 of the adjacent unit plates.
The sectional type water tank materials are arranged in the fin of the upper beam 3, the sectional type water tank materials comprise a left side water tank material 6 and a right side water tank material 7, and the left side water tank material 6 and the right side water tank material 7 are respectively arranged on two sides of a vertical joint between the male upright post 1 and the female upright post 2; when the unit system is installed, the adjacent four unit plates form a cross joint between the public upright 1, the female upright 2 and the upper and lower cross beams 4; compared with the conventional unit plate which is an integral water tank material, the integral water tank material is placed in the inner cavity of the upper beam 3 and covers the inner vertical seam to prevent water from flowing into a room from the vertical seam, in the embodiment of the utility model, the upper parts of the left water tank material 6 and the right water tank material 7 are respectively provided with a U-shaped waterproof rubber pad 9 to cover the inner vertical seam of the cross seam, the top of the upper beam 3 of the lower plate is provided with an L-shaped waterproof rubber pad 10 to cover the outer vertical seam of the cross seam, and the U-shaped waterproof rubber pad 9 and the L-shaped waterproof rubber pad 10 are of organ type telescopic structures, so that the waterproof structure of the curtain wall is ensured while the organ type structure is adopted to ensure horizontal telescopic.
According to the unit curtain wall system accurately adapting to the large earthquake deformation, through the arrangement of the earthquake limiting device and the split type water tank material, the integral translation and top rotation of a plurality of unit plates are realized, the purpose that each unit plate sequentially absorbs the earthquake deformation step by step is achieved, the defect that when the earthquake interlayer deformation is large and is larger than the horizontal gap of the plates, the integral translation of the plates near the corners is restrained by the corner plates, and then the damage is caused to the corner plates due to impact is overcome, and the unit curtain wall system has better adaptability.
What is not described in detail in this specification is prior art known to those skilled in the art. Although the present utility model has been described in detail with reference to the foregoing embodiments, it will be apparent to those skilled in the art that the present utility model may be modified or equivalents substituted for some of the features thereof. All equivalent structures made by the content of the specification and the drawings of the utility model are directly or indirectly applied to other related technical fields, and are also within the scope of the utility model.
Claims (3)
1. Accurate adaptation earthquake large deformation's unit curtain system, its characterized in that includes: the earthquake horizontal limiting device comprises an aluminum alloy upright post, an upper cross beam (3), a lower cross beam (4), an earthquake horizontal limiting device (5) and a sectional type water tank material; in the unit plates of the upper part and the lower part, an upper cross beam (3) adjacent to and positioned on the lower part plate and a lower cross beam (4) positioned on the upper part plate are fixed on two sides of the aluminum alloy upright post through connecting screws (8);
the earthquake horizontal limiting device (5) is of an L-shaped structure, a horizontal notch is formed in the lower cross beam (4), a web plate of the earthquake horizontal limiting device (5) is inserted into the horizontal notch, and a lower flange plate of the earthquake horizontal limiting device (5) is fixed to the top of the upper cross beam (3) through a connecting screw (8); the lower flange plate of the earthquake horizontal limiting device (5) and the upper beam (3) are fixed by nailing and then coated with sealant; the sectional type water tank material is arranged in the fin of the upper cross beam (3);
the aluminum alloy upright post comprises an upright post (1) and a female upright post (2) which are assembled into a whole, wherein one side, close to a main body concrete structure, of the side surface of the upright post (1) is fixedly connected with an aluminum alloy hook (11) through a connecting bolt (14), a groove-shaped embedded part (13) is arranged in the main body concrete structure, a hanging seat (12) is screwed on the groove-shaped embedded part (13), and the aluminum alloy hook (11) is fixedly connected with the hanging seat (12).
2. The precisely adapted seismic large deformation unitized curtain wall system of claim 1, wherein: the sectional type basin material includes left side basin material (6) and right side basin material (7), left side basin material (6) and right side basin material (7) set up respectively public stand post (1) with the both sides of the vertical joint between female stand post (2).
3. The precisely adapted seismic large deformation unitized curtain wall system of claim 2, wherein: the upper parts of the left water tank material (6) and the right water tank material (7) are respectively provided with a U-shaped waterproof rubber pad (9), the top of the upper beam (3) of the lower plate is provided with an L-shaped waterproof rubber pad (10), and the U-shaped waterproof rubber pad (9) and the L-shaped waterproof rubber pad (10) are of organ type telescopic structures.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321792989.5U CN220538993U (en) | 2023-07-07 | 2023-07-07 | Unit curtain wall system capable of accurately adapting to earthquake large deformation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321792989.5U CN220538993U (en) | 2023-07-07 | 2023-07-07 | Unit curtain wall system capable of accurately adapting to earthquake large deformation |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220538993U true CN220538993U (en) | 2024-02-27 |
Family
ID=89973318
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321792989.5U Active CN220538993U (en) | 2023-07-07 | 2023-07-07 | Unit curtain wall system capable of accurately adapting to earthquake large deformation |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220538993U (en) |
-
2023
- 2023-07-07 CN CN202321792989.5U patent/CN220538993U/en active Active
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