CN103938726A - Connecting structure of raw-bamboo floor, wall and beam - Google Patents
Connecting structure of raw-bamboo floor, wall and beam Download PDFInfo
- Publication number
- CN103938726A CN103938726A CN201410030215.8A CN201410030215A CN103938726A CN 103938726 A CN103938726 A CN 103938726A CN 201410030215 A CN201410030215 A CN 201410030215A CN 103938726 A CN103938726 A CN 103938726A
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- wall
- floor
- stull
- bamboo
- connecting structure
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- Joining Of Building Structures In Genera (AREA)
Abstract
The invention discloses a connecting structure of a raw-bamboo floor, a wall and a beam. The connecting structure comprises the floor, wall bodies and the beam, wherein the floor is formed by mutually arranging raw bamboo. The end of the floor is erected on the beam, wall-body cross struts are fixed to the upper surface of the floor and the bottom surface of the beam respectively, the wall bodies are arranged on the wall-body cross struts, and the wall-body cross struts, the floor and the beam are fixedly connected into a whole through connecting parts. The connecting structure is simple in structure, ingenuous in design, and convenient to use. Besides, the components are connected stably and reliably, the connecting strength and stability among the floor, the wall and the beam can be effectively enhanced, overall tensile resistance performance is improved, the overall seismic performance of a raw-bamboo structure system building is further enhanced, and further popularization of the connecting structure is facilitated.
Description
Technical field
What the present invention relates to is a kind of building structure taking former bamboo as main body, is specifically related to a kind of syndeton for former bamboo tower plate, wall and beam.
Background technology
Building taking former bamboo as main body is short with its construction period, comfortable environment-protection, cheap, the advantages such as shockproof properties excellence are subject to the especially multiple area people's of earthquake popular welcome of modern environmentalist, but in actual extension process, due to the building taking former bamboo as main body reality use process in integrated connection be mostly rely on traditional joinery and its construction be fixed, therefore entirety stretching resistance a little less than, a little less than directly causing its overall anti-seismic performance.
Summary of the invention
The object of the invention is to provide the syndeton of a kind of former bamboo tower plate, wall and beam, and it can solve existing problem in background technology effectively.
In order to solve existing problem in background technology, it comprises by former bamboo arranges formed floor mutually, body of wall and beam, the end frame of described floor is on beam, above described floor and on the bottom surface of beam, be fixed with respectively body of wall stull, described body of wall is arranged in this body of wall stull, described body of wall stull, and floor and beam are connected and fixed integral by connector.
The junction of described body of wall stull and body of wall offers evenly distributed jack, and the root of body of wall Central Plains bamboo is pegged graft and coordinated with jack.
Described connector comprises shank of bolt, and this shank of bolt inserts and inwardly through floor and beam, the two ends of described shank of bolt are provided with and its nut coordinating that spins from body of wall stull, and by this nut, body of wall stull and floor and beam is gripped integral.
Owing to having adopted above technical scheme, the present invention has following beneficial effect: simple in structure, be skillfully constructed, easy to use, and stable connection is reliable each other, can effectively increase bonding strength and stability between floor, wall and beam, improve overall stretching resistance performance, thereby further improve the overall anti-seismic performance of former bamboo structure building,, and be beneficial to it and further promote.
Brief description of the drawings
In order to be illustrated more clearly in the present invention, below in conjunction with accompanying drawing, embodiment is briefly described.
Fig. 1 is stereogram of the present invention;
Fig. 2 is the structural representation of 30 ° of Fig. 1 horizontal direction dextrorotation.
Detailed description of the invention
For technological means, creation characteristic that the present invention is realized, reach object and effect is easy to understand, below in conjunction with the accompanying drawing in the embodiment of the present invention, the technical scheme in the embodiment of the present invention is clearly and completely described.
Referring to Fig. 1-2, this detailed description of the invention is to be achieved by the following technical programs: it comprises by former bamboo arranges formed floor 1 mutually, body of wall 2 and beam 3, the end frame of described floor 1 is on beam 3, above described floor 1 and on the bottom surface of beam 3, be fixed with respectively body of wall stull 4, described body of wall 2 is arranged in this body of wall stull 4, described body of wall stull 4, and floor 1 and beam 3 are connected and fixed integral by connector.
Described body of wall stull 4 offers evenly distributed jack 41 with the junction of body of wall 2, and the root of body of wall 2 Central Plains bamboos is pegged graft and coordinated with jack 41.
Described connector comprises shank of bolt 5, this shank of bolt 5 inserts and inwardly passes floor 1 and beam 3 from body of wall stull 4, the two ends of described shank of bolt 5 are provided with and its nut 6 coordinating that spins, and by this nut 6, body of wall stull 4 and floor 1 and beam 3 are gripped integral.
Owing to having adopted above technical scheme, this detailed description of the invention has following beneficial effect: simple in structure, be skillfully constructed, easy to use, and stable connection is reliable each other, can effectively increase bonding strength and stability between floor, wall and beam, improve overall stretching resistance performance, thereby further improve the overall anti-seismic performance of former bamboo structure building,, and be beneficial to it and further promote.
Finally it should be noted that: above embodiment only, in order to technical scheme of the present invention to be described, is not intended to limit; Although the present invention is had been described in detail with reference to previous embodiment, those of ordinary skill in the art should be appreciated that its technical scheme that still can record aforementioned each embodiment modifies, or part technical characterictic is wherein equal to replacement; And these amendments or replacement do not make the essence of appropriate technical solution depart from the spirit and scope of various embodiments of the present invention technical scheme.
Claims (3)
1. the syndeton of a former bamboo tower plate, wall and beam, it is characterized in that it comprises by former bamboo arranges formed floor mutually, body of wall and beam, the end frame of described floor is on beam, above described floor and on the bottom surface of beam, be fixed with respectively body of wall stull, described body of wall is arranged in this body of wall stull, described body of wall stull, and floor and beam are connected and fixed integral by connector.
2. the syndeton of a kind of former bamboo tower plate according to claim 1, wall and beam, is characterized in that the junction of described body of wall stull and body of wall offers evenly distributed jack, and the root of body of wall Central Plains bamboo is pegged graft and coordinated with jack.
3. the syndeton of a kind of former bamboo tower plate according to claim 1, wall and beam, it is characterized in that described connector comprises shank of bolt, this shank of bolt inserts and inwardly passes floor and beam from body of wall stull, the two ends of described shank of bolt are provided with and its nut coordinating that spins, and by this nut, body of wall stull and floor and beam are gripped integral.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410030215.8A CN103938726B (en) | 2014-01-22 | 2014-01-22 | Connecting structure of raw-bamboo floor, wall and beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410030215.8A CN103938726B (en) | 2014-01-22 | 2014-01-22 | Connecting structure of raw-bamboo floor, wall and beam |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103938726A true CN103938726A (en) | 2014-07-23 |
| CN103938726B CN103938726B (en) | 2017-02-08 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410030215.8A Expired - Fee Related CN103938726B (en) | 2014-01-22 | 2014-01-22 | Connecting structure of raw-bamboo floor, wall and beam |
Country Status (1)
| Country | Link |
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| CN (1) | CN103938726B (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106522439A (en) * | 2016-12-21 | 2017-03-22 | 西安建筑科技大学 | I-steel beam type raw bamboo floor slab |
| CN106592766A (en) * | 2016-12-21 | 2017-04-26 | 西安建筑科技大学 | Grillage beam structure formed by connecting cross-shaped plates |
| 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 |
| CN107476510A (en) * | 2017-08-16 | 2017-12-15 | 西安建筑科技大学 | A kind of raw bamboo stair |
| CN109779025A (en) * | 2019-01-15 | 2019-05-21 | 昆明理工大学 | A kind of raw bamboo frame Steel Tube Joint construction method adapting to raw bamboo diameter change |
| CN110847376A (en) * | 2019-11-26 | 2020-02-28 | 西安建筑科技大学 | Large-span roofing system that circle bamboo constitutes |
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| JPH1162020A (en) * | 1997-08-07 | 1999-03-05 | Fujita Corp | Junction structure of bamboo |
| CN2761727Y (en) * | 2004-10-12 | 2006-03-01 | 昆明理工大学 | Original bamboo structure node used for Tai family bamboo building |
| CN1963056A (en) * | 2006-12-06 | 2007-05-16 | 湖南大学 | Bamboo residential building |
| CN101408039A (en) * | 2008-11-18 | 2009-04-15 | 昆明理工大学 | Bamboo-wood mixed structure of house architecture |
| CN101428623A (en) * | 2008-12-15 | 2009-05-13 | 李洋 | Automobile door block made by bamboo for boxcar |
| CN201649308U (en) * | 2010-04-21 | 2010-11-24 | 昆明理工大学 | Wood beam base socket type vertical bamboo column foundation |
| CN202324259U (en) * | 2011-11-08 | 2012-07-11 | 重庆中瑞鑫安实业有限公司 | Light steel composite wall body |
| CN103758267A (en) * | 2014-01-22 | 2014-04-30 | 西安建筑科技大学 | Floor structure for raw bamboo structural system |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101191361A (en) * | 2006-11-26 | 2008-06-04 | 易美春 | Asbestos shingle bamboo beam split series connection method |
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2014
- 2014-01-22 CN CN201410030215.8A patent/CN103938726B/en not_active Expired - Fee Related
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH1162020A (en) * | 1997-08-07 | 1999-03-05 | Fujita Corp | Junction structure of bamboo |
| CN2761727Y (en) * | 2004-10-12 | 2006-03-01 | 昆明理工大学 | Original bamboo structure node used for Tai family bamboo building |
| CN1963056A (en) * | 2006-12-06 | 2007-05-16 | 湖南大学 | Bamboo residential building |
| CN101408039A (en) * | 2008-11-18 | 2009-04-15 | 昆明理工大学 | Bamboo-wood mixed structure of house architecture |
| CN101428623A (en) * | 2008-12-15 | 2009-05-13 | 李洋 | Automobile door block made by bamboo for boxcar |
| CN201649308U (en) * | 2010-04-21 | 2010-11-24 | 昆明理工大学 | Wood beam base socket type vertical bamboo column foundation |
| CN202324259U (en) * | 2011-11-08 | 2012-07-11 | 重庆中瑞鑫安实业有限公司 | Light steel composite wall body |
| CN103758267A (en) * | 2014-01-22 | 2014-04-30 | 西安建筑科技大学 | Floor structure for raw bamboo structural system |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106522439A (en) * | 2016-12-21 | 2017-03-22 | 西安建筑科技大学 | I-steel beam type raw bamboo floor slab |
| CN106592766A (en) * | 2016-12-21 | 2017-04-26 | 西安建筑科技大学 | Grillage beam structure formed by connecting cross-shaped plates |
| 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 |
| CN106592766B (en) * | 2016-12-21 | 2018-11-09 | 西安建筑科技大学 | A kind of nine-squares beam structure connected by cross template |
| CN107476510A (en) * | 2017-08-16 | 2017-12-15 | 西安建筑科技大学 | A kind of raw bamboo stair |
| CN109779025A (en) * | 2019-01-15 | 2019-05-21 | 昆明理工大学 | A kind of raw bamboo frame Steel Tube Joint construction method adapting to raw bamboo diameter change |
| CN110847376A (en) * | 2019-11-26 | 2020-02-28 | 西安建筑科技大学 | Large-span roofing system that circle bamboo constitutes |
Also Published As
| Publication number | Publication date |
|---|---|
| CN103938726B (en) | 2017-02-08 |
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Granted publication date: 20170208 Termination date: 20200122 |