CN204850239U - Former bamboo beam column construction - Google Patents
Former bamboo beam column construction Download PDFInfo
- Publication number
- CN204850239U CN204850239U CN201520624986.XU CN201520624986U CN204850239U CN 204850239 U CN204850239 U CN 204850239U CN 201520624986 U CN201520624986 U CN 201520624986U CN 204850239 U CN204850239 U CN 204850239U
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- CN
- China
- Prior art keywords
- former bamboo
- pad
- former
- steel ring
- beam structure
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- 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
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Abstract
The utility model discloses a former bamboo beam column construction, including a plurality of steel rings, a plurality of groups gasket and a plurality of former bamboo, each steel ring is from last to distributing down in proper order, and wherein, a set of gasket corresponds a steel ring, and the side of each gasket all is connected with the lateral surface that corresponds the steel ring in the arbitrary a set of gasket, and each the gasket evenly distributed in the arbitrary a set of gasket in the outside of corresponding steel ring, and just respectively the side of former bamboo is organized the gasket that corresponds respectively and is connected with each in gasket. The utility model discloses a tensile strength and anti -seismic performance are stronger to simple structure.
Description
Technical field
The utility model belongs to architectural design field, relates to a kind of post and beam structure, is specifically related to a kind of former bamboo post and beam structure.
Background technology
When global timber resources lacks, bamboo have breeding easily, growth is fast, become a useful person early, output high, and once afforests successfully, can cut selectively, continuous utilization and do not destroy ecological environment every year.Simultaneously short with its construction period based on the building of former bamboo, comfortable environment-protection, cheap, the advantages such as shockproof properties is excellent are subject to the popular welcome of the modern environmentalist especially multiple area people of earthquake, but in the extension process of reality, because integrated connection in the process that uses in reality based on the building of former bamboo is rely on traditional joinery and its construction to be fixed mostly, therefore overall tensile property is more weak, directly cause the anti-seismic performance of its entirety more weak, especially for the beam column in building, because it mainly accepts the pressure of building, therefore problem is particularly outstanding.
Utility model content
The purpose of this utility model is the shortcoming overcoming above-mentioned prior art, provides a kind of former bamboo post and beam structure, and the tensile property of this structure and anti-seismic performance are comparatively strong, and structure is simple.
For achieving the above object, former bamboo post and beam structure described in the utility model, it is characterized in that, comprise some steel rings, some groups of pads and some former bamboos, each steel ring distributes from top to bottom successively, wherein, one group of corresponding steel ring of pad, in any one group of pad, the side of each pad is all connected with the lateral surface of corresponding steel ring, and each pad in any one group of pad is uniformly distributed in the outside of corresponding steel ring, and corresponding with each group of pad respectively pad in the side of each former bamboo is connected.
The cross section of described steel ring is square, and the number of steel ring is 2.
The side opening of described pad is provided with some first through holes, and former bamboo is connected with pad by the first screw bolt passes first through hole and former bamboo.
Also comprise anchor ear and the second bolt, the two ends of anchor ear offer the second through hole and third through-hole, and anchor ear is wrapped in the side of pad and corresponding former bamboo, and anchor ear, pad and former bamboo are connected through the first through hole and the second through hole by the second bolt.
Corresponding two anchor ears of pad and two the second bolts.
The side of described pad is the arc surface matched with former bamboo surface.
The number of described former bamboo is 8.
8 former bamboos are divided into 4 groups, and wherein, 4 groups of former bamboo corresponding foursquare four angles respectively, wherein, two the former bamboos often organized in former bamboo are distributed on two limits of corresponding angles in square.
The utility model has following beneficial effect:
Former bamboo post and beam structure described in the utility model comprises steel ring and some former bamboos, pad is connected with the lateral surface of steel ring, the side of former bamboo is connected with pad, by pad, former bamboo is fixed on the outside of steel ring, each pad simultaneously in any one group of pad is uniformly distributed in the lateral surface of corresponding steel ring, thus makes each former bamboo form an entirety, and then makes former bamboo post and beam structure described in the utility model have stronger tensile property and anti-seismic performance, and structure is simple, reasonable in design.
Further, former bamboo is connected with pad through pad and former bamboo by described first bolt, simultaneously, anchor ear is wrapped in the side of pad and former bamboo, corresponding two anchor ears of pad simultaneously, thus effectively former bamboo is connected with pad, and then pad, former bamboo and steel ring are connected, anchor ear can also effectively avoid former bamboo to ftracture simultaneously, effective application life of improving former bamboo post and beam structure described in the utility model.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the annexation figure of the utility model Central Plains bamboo 3 and steel ring 1.
Wherein, 1 be steel ring, 2 be pad, 3 be former bamboo, 4 for anchor ear, 5 be the second bolt, 6 be the first bolt.
Detailed description of the invention
Below in conjunction with accompanying drawing, the utility model is described in further detail:
With reference to figure 1, former bamboo post and beam structure described in the utility model comprises some steel rings 1, some groups of pads 2 and some former bamboos 3, each steel ring 1 distributes from top to bottom successively, wherein, one group of corresponding steel ring 1 of pad 2, in any one group of pad 2, the side of each pad 2 is all connected with the lateral surface of corresponding steel ring 1, and each pad 2 in any one group of pad 2 is uniformly distributed in the outside of corresponding steel ring 1, and corresponding with each group of pad 2 respectively pad 2 in the side of each former bamboo 3 is connected.
It should be noted that, the cross section of described steel ring 1 is square, and the number of steel ring 1 is 2, and described two steel rings about 1 distribute, thus make each former bamboo 3 form an entirety, and then improve anti-seismic performance and the tensile property of each former bamboo 3; The side opening of pad 2 is provided with some first through holes, and former bamboo 3 is connected with pad 2 through the first through hole and former bamboo 3 by the first bolt 6 successively, avoids use procedure former bamboo 3 that axial displacement occurs.
In addition, the utility model also comprises anchor ear 4 and the second bolt 5, the two ends of anchor ear 4 offer the second through hole and third through-hole, anchor ear 4 is wrapped in the side of pad 2 and corresponding former bamboo 3, anchor ear 4, pad 2 and former bamboo 3 are connected through the first through hole and the second through hole by the second bolt 5, be connected with former bamboo 3 by pad 2 by anchor ear 4, contact area is comparatively large, avoids destroying former bamboo 3; Corresponding two anchor ears 4 of pad 2 and two the second bolts 5, wherein two anchor ears about 4 distribute, thus are effectively firmly connected with former bamboo 3 by pad 2; The side of pad 2 is the arc surface matched with former bamboo 3 surface, and former bamboo 3 is large with the contact area of pad 2, avoids exerting oneself excessive due to the second bolt 5 and making pad 2 crush former bamboo 3; The number of former bamboo 3 is 8; 8 former bamboos 3 are divided into 4 groups, and wherein, 4 groups of former bamboo 3 corresponding foursquare four angles respectively, wherein, two the former bamboos 3 often organized in former bamboo 3 are distributed on two limits of corresponding angles in square.
Claims (8)
1. a former bamboo post and beam structure, it is characterized in that, comprise some steel rings (1), some groups of pads (2) and some former bamboos (3), each steel ring (1) distributes from top to bottom successively, wherein, one group of corresponding steel ring (1) of pad (2), in any one group of pad (2), the side of each pad (2) is all connected with the lateral surface of corresponding steel ring (1), and each pad (2) in any one group of pad (2) is uniformly distributed in the outside of corresponding steel ring (1), and the side of each former bamboo (3) is connected with corresponding pad (2) in each group of pad (2) respectively.
2. former bamboo post and beam structure according to claim 1, is characterized in that, the cross section of described steel ring (1) is square, and the number of steel ring (1) is 2.
3. former bamboo post and beam structure according to claim 1, it is characterized in that, the side opening of described pad (2) is provided with some first through holes, and former bamboo (3) is connected with pad (2) through the first through hole and former bamboo (3) by the first bolt (6) successively.
4. former bamboo post and beam structure according to claim 3, it is characterized in that, also comprise anchor ear (4) and the second bolt (5), the two ends of anchor ear (4) offer the second through hole and third through-hole, anchor ear (4) is wrapped in the side of pad (2) and corresponding former bamboo (3), and anchor ear (4), pad (2) and former bamboo (3) are connected through the first through hole and the second through hole by the second bolt (5).
5. former bamboo post and beam structure according to claim 4, is characterized in that, corresponding two anchor ears (4) of pad (2) and two the second bolts (5).
6. former bamboo post and beam structure according to claim 1, is characterized in that, the side of described pad (2) is the arc surface matched with former bamboo (3) surface.
7. former bamboo post and beam structure according to claim 2, is characterized in that, the number of described former bamboo (3) is 8.
8. former bamboo post and beam structure according to claim 7, it is characterized in that, 8 former bamboos (3) are divided into 4 groups, wherein, 4 groups of former bamboo (3) corresponding foursquare four angles respectively, wherein, two the former bamboos (3) often organized in former bamboo (3) are distributed on two limits of corresponding angles in square.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520624986.XU CN204850239U (en) | 2015-08-18 | 2015-08-18 | Former bamboo beam column construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520624986.XU CN204850239U (en) | 2015-08-18 | 2015-08-18 | Former bamboo beam column construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204850239U true CN204850239U (en) | 2015-12-09 |
Family
ID=54740804
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520624986.XU Expired - Fee Related CN204850239U (en) | 2015-08-18 | 2015-08-18 | Former bamboo beam column construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204850239U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106368385A (en) * | 2016-10-28 | 2017-02-01 | 重庆大学 | Raw bamboo main post |
| CN106522471A (en) * | 2016-12-21 | 2017-03-22 | 西安建筑科技大学 | Latticed column structure based on raw bamboo |
| CN106703194A (en) * | 2016-12-21 | 2017-05-24 | 西安建筑科技大学 | Beam-column semi-rigid connection structure based on bamboo frame |
| CN106703195A (en) * | 2016-12-21 | 2017-05-24 | 西安建筑科技大学 | Beam-column rigid connection structure based on bamboo frame |
| CN106703183A (en) * | 2016-12-21 | 2017-05-24 | 西安建筑科技大学 | Raw bamboo framework floor slab system based on steel beams |
-
2015
- 2015-08-18 CN CN201520624986.XU patent/CN204850239U/en not_active Expired - Fee Related
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106368385A (en) * | 2016-10-28 | 2017-02-01 | 重庆大学 | Raw bamboo main post |
| CN106522471A (en) * | 2016-12-21 | 2017-03-22 | 西安建筑科技大学 | Latticed column structure based on raw bamboo |
| CN106703194A (en) * | 2016-12-21 | 2017-05-24 | 西安建筑科技大学 | Beam-column semi-rigid connection structure based on bamboo frame |
| CN106703195A (en) * | 2016-12-21 | 2017-05-24 | 西安建筑科技大学 | Beam-column rigid connection structure based on bamboo frame |
| CN106703183A (en) * | 2016-12-21 | 2017-05-24 | 西安建筑科技大学 | Raw bamboo framework floor slab system based on steel beams |
| CN106522471B (en) * | 2016-12-21 | 2018-12-25 | 西安建筑科技大学 | A kind of lattice rod structure based on raw bamboo |
| CN106703194B (en) * | 2016-12-21 | 2019-02-01 | 西安建筑科技大学 | A kind of beam column semi-rigid connection structure based on raw bamboo skeleton |
| CN106703195B (en) * | 2016-12-21 | 2022-07-29 | 西安建筑科技大学 | Beam column rigid connection structure based on raw bamboo framework |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20151209 Termination date: 20190818 |