CN202117167U - Light and high-strength building beam or column - Google Patents
Light and high-strength building beam or column Download PDFInfo
- Publication number
- CN202117167U CN202117167U CN2011201631243U CN201120163124U CN202117167U CN 202117167 U CN202117167 U CN 202117167U CN 2011201631243 U CN2011201631243 U CN 2011201631243U CN 201120163124 U CN201120163124 U CN 201120163124U CN 202117167 U CN202117167 U CN 202117167U
- Authority
- CN
- China
- Prior art keywords
- column
- light
- building beam
- strength building
- strength
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
- 229910000838 Al alloy Inorganic materials 0.000 claims abstract description 8
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 claims abstract description 4
- 229910052782 aluminium Inorganic materials 0.000 claims abstract description 4
- 239000004411 aluminium Substances 0.000 claims description 3
- 238000001125 extrusion Methods 0.000 claims description 3
- 239000002023 wood Substances 0.000 abstract 4
- 238000010521 absorption reaction Methods 0.000 abstract 1
- 230000035939 shock Effects 0.000 abstract 1
- 238000005516 engineering process Methods 0.000 description 2
- 239000011435 rock Substances 0.000 description 2
- 239000004566 building material Substances 0.000 description 1
- 238000013016 damping Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
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- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
A light and high-strength building beam or column comprises a wood core (1). A high-strength aluminum alloy section jacket (2) is sleeved outside the wood core (1), flanges (3) are disposed at two ends of the aluminum alloy section jacket (2), and projections without aluminum section jackets are arranged at two ends of the wood core. Certain clearance shaking is realized between the light and high-strength building beam or column and a connecting annular hole, shock absorption can be realized during earthquake, the strength of the light and high-strength building beam or column is much higher than that of a common wood beam or column, the light and high-strength building beam or column cannot be broken in the earthquake normally, even if the light and high-strength building beam or column is broken, severe disaster due to collapse of a house can be avoided due to the fact that the beam or column is light, casualties and property loss are reduced, and life safety of people living in the house can be effectively ensured.
Description
Technical field
The utility model relates to building materials technology field, specifically a kind of lightweight, high-intensity building girder, post.
Background technology
The earth is in the earthquake active period now, and as the Wenchuan earthquake of China, external Haiti earthquake, Japanese seismic sea wave, it is severe more that these all bring the house collapse of huge disaster, particularly rural area to get to people, and the loss that brings to people is bigger.
Summary of the invention
The purpose of the utility model is to design a kind of not only light, but also beam, the post of higher-strength, building easy for installation.
The utility model lightweight, high-intensity building girder, post comprise: wooden core 1, be set with high-strength aluminum alloy section bar overcoat 2 outside the wooden core 1, and the two ends of aluminium alloy extrusions overcoat 2 are provided with flange 3, and the two ends of wooden core 1 are not for overlapping the protuberance 4 of aluminium extruded sections overcoat.
The protuberance 4 at the two ends of said beam or post inserts and connects in the annular distances, and is also fastening with spring shim and nut with the pressing plate press flange, during earthquake, can in certain clearance, rock like this.
The advantage of the utility model lightweight, high-intensity building girder, post is: lightweight, high-intensity building girder, post and be connected annular distance in have certain clearance to rock, but damping during earthquake; And this beam, post are than common wooden frame, post intensity height a lot, generally in earthquake, can not rupture; Even fracture because beam, post are light, has been avoided house collapse and the big disaster brought, reduce casualties and property loss, can ensure the people's that live within doors life security well.
Description of drawings
Fig. 1 is the structural representation of lightweight, high-intensity building girder, post.
The specific embodiment
According to shown in Figure 1; A kind of lightweight, high-intensity building girder, post comprise: wooden core 1, the wooden core 1 outer high-strength aluminum alloy section bar overcoat 2 that is set with; The two ends of aluminium alloy extrusions overcoat 2 are provided with flange 3, and the two ends of wooden core 1 are not for overlapping the protuberance 4 of aluminium extruded sections overcoat.
The protuberance 4 at the two ends of said beam or post inserts and connects in the annular distance, with pressing plate press flange and fastening with spring shim and nut.
Claims (1)
1. a lightweight, high-intensity building girder, post; Comprise: wooden core ⑴; It is characterized in that: wooden core ⑴ is set with high-strength aluminum alloy section bar overcoat ⑵ outward, and the two ends of aluminium alloy extrusions overcoat ⑵ are provided with flange ⑶, and the two ends of wooden core ⑴ are not for overlapping the protuberance ⑷ of aluminium extruded sections overcoat.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011201631243U CN202117167U (en) | 2011-05-20 | 2011-05-20 | Light and high-strength building beam or column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011201631243U CN202117167U (en) | 2011-05-20 | 2011-05-20 | Light and high-strength building beam or column |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202117167U true CN202117167U (en) | 2012-01-18 |
Family
ID=45458241
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011201631243U Expired - Fee Related CN202117167U (en) | 2011-05-20 | 2011-05-20 | Light and high-strength building beam or column |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202117167U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102926506A (en) * | 2012-10-15 | 2013-02-13 | 中国建筑第六工程局有限公司 | Steel-wood combined vertical column and construction method thereof |
| CN105781015A (en) * | 2016-03-31 | 2016-07-20 | 海南大学 | Wood-aluminum alloy tube combination column and manufacturing method thereof |
-
2011
- 2011-05-20 CN CN2011201631243U patent/CN202117167U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102926506A (en) * | 2012-10-15 | 2013-02-13 | 中国建筑第六工程局有限公司 | Steel-wood combined vertical column and construction method thereof |
| CN102926506B (en) * | 2012-10-15 | 2014-11-05 | 中国建筑第六工程局有限公司 | Steel-wood combined vertical column and construction method thereof |
| CN105781015A (en) * | 2016-03-31 | 2016-07-20 | 海南大学 | Wood-aluminum alloy tube combination column and manufacturing method thereof |
| CN105781015B (en) * | 2016-03-31 | 2017-11-10 | 海南大学 | A kind of wooden aluminium-alloy pipe coupled column and its manufacture method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20120118 Termination date: 20120520 |