CN211666015U - Low-cost assembled energy dissipation infilled wall - Google Patents
Low-cost assembled energy dissipation infilled wall Download PDFInfo
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- CN211666015U CN211666015U CN201821146196.5U CN201821146196U CN211666015U CN 211666015 U CN211666015 U CN 211666015U CN 201821146196 U CN201821146196 U CN 201821146196U CN 211666015 U CN211666015 U CN 211666015U
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Abstract
The utility model relates to a low-cost assembled energy dissipation infilled wall, this infilled wall are located the inside of the beam column frame that encloses by frame roof beam and frame post, the infilled wall includes filler, rubber frame and brick shape rubber, the size of filler with the size phase-match of beam column frame is equipped with in this filler a plurality of with the shape and size assorted opening of brick shape rubber, brick shape rubber is fixed in the opening, the laminating of rubber frame is in the periphery of filler. The utility model discloses a set up brick shape rubber in the wall body to set up the rubber frame in the wall body outside, when suffering earthquake effect, brick shape rubber and rubber frame can produce deformation, absorb seismic energy, avoid extrusion frame roof beam and frame post, thereby protection building structure. The utility model discloses a construction is simple and convenient, the cost of manufacture is low, is applicable to the industrial production.
Description
Technical Field
The utility model relates to a building structure technical field particularly, relates to a low-cost assembled energy dissipation infilled wall.
Background
China is a country with multiple earthquakes, is located between two most active earthquake zones in the world, is in the east-bound Pacific earthquake zone, is in the southern China, is in the European Asia earthquake zone, has a wide earthquake activity distribution range, and is one of multiple earthquake countries in the world. Meanwhile, the building industry in China uses a large number of reinforced concrete frame structure systems, the filling wall members in the reinforced concrete frame structure systems are generally partition walls of frame structures and non-bearing walls, and due to the low requirements on structure and design, the filling walls are low in shearing resistance, energy consumption capacity, strength and deformation capacity, are prone to damage in earthquakes, and are prone to extrude beams and columns due to large dead weight and too high rigidity, so that the beams and columns deform, and the overall structure of the building is damaged.
Disclosure of Invention
An object of the utility model is to provide a low-cost assembled energy dissipation infilled wall, it has good energy dissipation shock attenuation effect, and low cost, the industrial production of being convenient for.
The low-cost assembled energy dissipation filler wall is positioned inside a beam column frame formed by frame beams and frame columns in a surrounding mode, and comprises fillers, rubber frames and brick-shaped rubber, wherein the sizes of the fillers are matched with the sizes of the beam column frame, a plurality of openings matched with the shapes and the sizes of the brick-shaped rubber are formed in the fillers, the brick-shaped rubber is fixed in the openings, and the rubber frames are attached to the periphery of the fillers.
Preferably, the filler is provided with openings at the position close to the middle and at the periphery close to the beam-column frame.
Preferably, the filler is lightweight brick, masonry or plate.
Preferably, the brick-shaped rubber is a high-damping compressed rubber brick, a laminated rubber brick or a thick-meat rubber brick.
Preferably, an adhesive filler layer is arranged between the filler and the beam column frame.
The beneficial effects of the utility model reside in that: through setting up brick shape rubber in the wall body to set up the rubber frame in the wall body outside, when suffering earthquake effect, brick shape rubber and rubber frame can produce deformation, absorb seismic energy, avoid extrusion frame roof beam and frame post, thereby protection building structure. The utility model discloses a construction is simple and convenient, the cost of manufacture is low, is applicable to the industrial production.
Drawings
Figure 1 is the utility model discloses a low-cost assembled energy dissipation infilled wall's schematic structure view.
Detailed Description
The present invention will be described in detail with reference to the drawings, which are provided for illustrative and explanatory purposes only and should not be construed as limiting the scope of the present invention in any way. Furthermore, features from embodiments in this document and from different embodiments may be combined accordingly by a person skilled in the art from the description in this document.
As shown in fig. 1, in a preferred embodiment, the low-cost fabricated energy dissipation filler wall of the present invention is disposed in a beam column frame 4 composed of frame beams 41 and frame columns 42, and the filler wall mainly includes fillers 1, rubber frames 2, and brick-shaped rubbers 3. The size of the filler 1 is matched with that of the beam-column framework 4, a plurality of openings 5 matched with the shape and size of the brick-shaped rubber 3 are arranged in the filler 1, the brick-shaped rubber 3 is fixed in the openings 5, and the rubber frame 2 is attached to the outer periphery of the filler.
The brick-shaped rubber 3 can be disposed at a position where the filler 1 is close to the middle and four sides where the filler 1 is close to the beam-column frame 4, but is not limited thereto, and the number and the position of the brick-shaped rubber 3 can be flexibly set according to the size of the beam-column frame 4 and the actual structure of the building in the implementation. In the present embodiment, the brick rubbers 3 are disposed near the middle of the packing 1 and at 1/3 and 2/3 of the four sides of the packing 1, respectively.
When the building is subjected to earthquake action, the brick-shaped rubber 3 and the rubber frame 2 can deform to absorb earthquake energy and avoid squeezing the frame beams 41 and the frame columns 42, so that the building structure is protected.
The specific implementation process is as follows: the filler 1 is prefabricated into a corresponding shape and size in a factory according to the size of the beam column frame 4, the brick-shaped rubber 3 is installed in a preset opening 5 of the filler 1, the brick-shaped rubber 3 is fixed through an adhesive, and the rubber frame 2 is attached to the outer periphery of the filler 1 through the adhesive. And (3) installing the prefabricated filler wall into the beam-column framework 4 at a construction site, and filling adhesive filler between the rubber frame 2 and the beam-column framework 4.
In this embodiment, the filler 1 is made of lightweight bricks, but is not limited thereto, and in other embodiments, the filler 1 may be made of plates or masonry. In this embodiment, the brick rubber 3 may be high damping compressed rubber, laminated rubber, or heavy-duty rubber.
While the invention has been described in conjunction with the specific embodiments set forth above, it is evident that many alternatives, modifications, and variations will be apparent to those skilled in the art in light of the foregoing description. Accordingly, it is intended to embrace all such alternatives, modifications, and variations that fall within the spirit and scope of the appended claims.
Claims (4)
1. The low-cost assembled energy dissipation filler wall is positioned inside a beam column frame formed by frame beams and frame columns in a surrounding mode, and is characterized in that the filler wall comprises a filler, a rubber frame and brick-shaped rubber, the size of the filler is matched with that of the beam column frame, a plurality of openings matched with the shape and the size of the brick-shaped rubber are formed in the filler, the brick-shaped rubber is fixed in the openings, and the rubber frame is attached to the periphery of the filler.
2. A low cost fabricated energy dissipating infilled wall as claimed in claim 1 wherein the infill is provided with openings both near the middle and near the perimeter of the beam column framework.
3. A low cost fabricated energy dissipating infill wall as claimed in claim 1 or claim 2, wherein the infill is lightweight brick, masonry or panel.
4. A low cost fabricated energy dissipating infilled wall as claimed in claim 1 wherein there is a layer of adhesive filler between the filler and the beam column framework.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821146196.5U CN211666015U (en) | 2018-07-19 | 2018-07-19 | Low-cost assembled energy dissipation infilled wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821146196.5U CN211666015U (en) | 2018-07-19 | 2018-07-19 | Low-cost assembled energy dissipation infilled wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211666015U true CN211666015U (en) | 2020-10-13 |
Family
ID=72729863
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821146196.5U Active CN211666015U (en) | 2018-07-19 | 2018-07-19 | Low-cost assembled energy dissipation infilled wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211666015U (en) |
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2018
- 2018-07-19 CN CN201821146196.5U patent/CN211666015U/en active Active
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Legal Events
| Date | Code | Title | Description |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20211026 Address after: 516055 No. 21, floor 2, building 27, hailun Huxi garden, No. 15, Tongfu Road, Shuikou sub district office, Huicheng District, Huizhou City, Guangdong Province Patentee after: Guangdong urban resources development and utilization Co.,Ltd. Address before: 516001 No.46 Yanda Avenue, Huicheng District, Huizhou City, Guangdong Province Patentee before: HUIZHOU University |