CN203066258U - Ridge beam column node connection of recombinant bamboo frame structure - Google Patents
Ridge beam column node connection of recombinant bamboo frame structure Download PDFInfo
- Publication number
- CN203066258U CN203066258U CN 201320074112 CN201320074112U CN203066258U CN 203066258 U CN203066258 U CN 203066258U CN 201320074112 CN201320074112 CN 201320074112 CN 201320074112 U CN201320074112 U CN 201320074112U CN 203066258 U CN203066258 U CN 203066258U
- Authority
- CN
- China
- Prior art keywords
- bamboo frame
- bamboo
- vierendeel girder
- reorganization
- reorganization bamboo
- 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
Images
Landscapes
- Rod-Shaped Construction Members (AREA)
Abstract
The utility model relates to ridge beam column node connection of a recombinant bamboo frame structure. The ridge beam column node connection of the recombinant bamboo frame structure is used for solving the problem about how to rigidly connect a recombinant bamboo frame column with a frame beam in the constructional engineering. The ridge beam column node connection of the recombinant bamboo frame structure mainly comprises angle iron with stiffening ribs, a recombinant bamboo frame beam, a recombinant bamboo frame column, a node plate, a top plate and a bolt, and is characterized in that the end part of the recombinant bamboo frame beam is made into an inclined surface, and the top of the recombinant bamboo frame column is made into double inclined surfaces, so that the recombinant bamboo frame beams on the two sides can be adhered tightly. Epoxy resin is fully coated at the connecting part of the end part of the recombinant bamboo frame beam; the recombinant bamboo frame column and the recombinant bamboo frame beam are connected into a whole at the beam column node through the angle iron with the stiffening ribs, the top plate and the bolt; and left and right beam sections are connected into a whole through the node plate and the bolt. The ridge beam column node connection of the recombinant bamboo frame structure is safe and reliable, can transfer force well, achieves the effect of node rigid connection, is simple in construction and mounting, and is practical and convenient.
Description
Technical field:
The utility model relates to the frame column of a kind of bamboo framework of recombinating in the construction work in ridge and the rigidly connected technical problem of its Vierendeel girder.
Background technology:
Along with the aggravation of Chinese astogeny degree, the on-the-spot overwhelming majority in building site is the shop floor worker more than 40 years old at present, and human resources are shortage more and more.Therefore prefabricated assembled building will get more and more, but the anti-seismic performance of prefabricated assembled component node becomes the development bottleneck of this building direction.China's bamboo timber resource accounts for 1/3 of world's bamboo output than horn of plenty, and bamboo wood is reproducible natural materials, bamboo wood was become a useful person in 3～5 years, cut down renewable, utilize in the process in felling little to environmental disruption, and culm property to be better than timber, bamboo product itself be a kind of high solid carbon product.Reorganization bamboo frame construction is a kind of form of structure of environment-friendly energy-saving type, can be applicable in the buildings such as small-sized dwelling house, public building, advantage with prefabricated assembled building and bamboo wood, but the defective that both are also arranged at present, reorganization bamboo frame construction is also at the early-stage in China, and some ways are also very immature.
Summary of the invention:
Technical problem to be solved in the utility model has provided the frame column of a kind of bamboo framework of recombinating in the construction work at ridge and the rigidly connected node of its Vierendeel girder, solved in the above-mentioned existing problems problem-a reorganization bamboo frame column ridge how with the rigidly connected problem of its Vierendeel girder.
Technical problem to be solved in the utility model is achieved through the following technical solutions:
A kind of frame column of the bamboo framework of recombinating is at ridge and its Vierendeel girder node that is rigidly connected in the construction work, and it is characterized in that: reorganization bamboo Vierendeel girder is prefabricated in the factory, and the beam end beveling guarantees that beam end inclined-plane, post both sides is fine closely connected.Reorganization bamboo frame column also carries out prefabricated at factory's merogenesis, capital is made double inclined plane, and the gradient when angle is shelved with reorganization bamboo Vierendeel girder is identical, is used for shelving reorganization bamboo Vierendeel girder.End connecting portion full coat epoxy resin at reorganization bamboo Vierendeel girder, adopt will recombinate bamboo frame column, reorganization bamboo Vierendeel girder of angle steel, top board and the bolt of band stiffening rib to connect into an integral body at the bean column node place, employing gusset plate, bolt connect into an integral body with the left and right beam section.Described stiffening rib is welded in the middle part of angle steel up and down, increases angle steel rigidity; Angle steel is positioned over the side of reorganization bamboo frame column, the downside of reorganization bamboo Vierendeel girder, and top board is positioned over the upside of reorganization bamboo Vierendeel girder; Angle steel adopts the bolt level to be connected with reorganization bamboo frame column and tightens, and angle steel adopts with reorganization bamboo Vierendeel girder and tightens vertical connection of bolt up and down, to reach the effect of reliable power transmission.Gusset plate is positioned over the dual-side of left and right beam section, and gusset plate adopts the bolt level to be connected with the left and right beam section and tightens.Reorganization bamboo frame joint of the present utility model connects safe and reliable, and power transmission well reaches the effect that node rigidly connects, and is practical and convenient, makes simple.
Described reorganization bamboo frame column refers to the reorganization bamboo is used for frame column.Described reorganization bamboo Vierendeel girder refers to the reorganization bamboo is used for Vierendeel girder.
Described angle steel is the steel work angle steel, and the limb length of angle steel must satisfy the minimum requirement that steel structure bolt is arranged.
Described stiffening rib is steel plate, is welded in the middle part of angle steel up and down, for increasing angle steel rigidity.
Described bolt can be plain bolt or high-strength bolt, specifically needs according to actual project situation and stressed definite.
Described top board is steel plate, is held on reorganization bamboo Vierendeel girder upside, is used for the left and right beam section is connected into integral body on top, transmits hogging moment.
Description of drawings:
Fig. 1 is the elevation of the ridge bean column node connection of reorganization bamboo frame construction;
Fig. 2 is the lateral view of the ridge bean column node connection of reorganization bamboo frame construction;
Fig. 3 is the vertical view of the ridge bean column node connection of reorganization bamboo frame construction;
Fig. 4 is the axonometric drawing of the ridge bean column node connection of reorganization bamboo frame construction;
Among the figure: 1---angle steel; 2---stiffening rib; 3---bolt; 4---gusset plate; 5---top board; 6---reorganization bamboo Vierendeel girder; 7---reorganization bamboo frame column.
The specific embodiment:
The utility model is described in further detail below in conjunction with Figure of description:
Shown in Fig. 1～4, the ridge bean column node of reorganization bamboo frame construction connects, and it is characterized in that: described ridge bean column node connects and mainly comprises angle steel, reorganization bamboo Vierendeel girder, reorganization bamboo frame column, gusset plate, top board, the bolt of being with stiffening rib.Described reorganization bamboo is a kind of a kind of bamboo matter new material that bamboo wood is reorganized and strengthened moulding.The bamboo of will recombinating is used for Vierendeel girder and is called reorganization bamboo Vierendeel girder, and the bamboo of will recombinating is used for frame column and is called reorganization bamboo frame column.Described angle steel is the steel work angle steel, and the limb length of angle steel must satisfy the minimum requirement that steel structure bolt is arranged.Described stiffening rib is steel plate, is welded in the middle part of angle steel up and down, for increasing angle steel rigidity.Described bolt can be plain bolt or high-strength bolt, specifically needs according to actual project situation and stressed definite.Described top board is steel plate, is held on reorganization bamboo Vierendeel girder upside, is used for the left and right beam section is connected into integral body on top, transmits hogging moment.
When specifically installing, reorganization bamboo frame column is installed earlier; Through post plan-position, absolute altitude, verticality correct errorless after, at the end connecting portion full coat epoxy resin of reorganization bamboo Vierendeel girder, lifting reorganization bamboo Vierendeel girder, the bamboo Vierendeel girder of will recombinate is held on the bamboo frame column top of recombinating; The angle steel that the band stiffening rib is set at soffit and the reorganization bamboo frame column side of reorganization bamboo Vierendeel girder arranges top board at the upper surface of reorganization bamboo Vierendeel girder, just twists bolt, and the bamboo Vierendeel girder of will recombinate is tentatively fixing with the bamboo frame column of recombinating; About the end of reorganization bamboo Vierendeel girder section gusset plate is set, just twist bolt, with about reorganization bamboo Vierendeel girder section tentatively fixing; Whether the installation that checks reorganization bamboo Vierendeel girder meets the demands; If the installation of reorganization bamboo Vierendeel girder meets the demands, again bolt is twisted eventually, connect into an integral body by will recombinate bamboo Vierendeel girder and the bamboo frame column of recombinating of angle steel, top board, the gusset plate of bolt, band stiffening rib, to reach power transmission reliably, reach the effect that node rigidly connects.
Claims (2)
1. the ridge bean column node of reorganization bamboo frame construction connects, and it is characterized in that: reorganization bamboo Vierendeel girder is prefabricated in the factory, and the beam end beveling guarantees that beam end inclined-plane, post both sides is fine closely connected; Reorganization bamboo frame column also carries out prefabricated at factory's merogenesis, capital is made double inclined plane, and the gradient when angle is shelved with reorganization bamboo Vierendeel girder is identical, is used for shelving reorganization bamboo Vierendeel girder; At the end connecting portion full coat epoxy resin of reorganization bamboo Vierendeel girder, the bamboo Vierendeel girder of will recombinating is held on reorganization bamboo frame column top.
2. the ridge bean column node of reorganization bamboo frame construction according to claim 1 connects, it is characterized in that: soffit and reorganization bamboo frame column side at reorganization bamboo Vierendeel girder arrange the angle steel of being with stiffening rib, upper surface at reorganization bamboo Vierendeel girder arranges top board, connects into an integral body by the bolt bamboo Vierendeel girder of will recombinate with the bamboo frame column of recombinating; By bolt with about reorganization bamboo Vierendeel girder section connect into an integral body.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320074112 CN203066258U (en) | 2013-01-22 | 2013-01-22 | Ridge beam column node connection of recombinant bamboo frame structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320074112 CN203066258U (en) | 2013-01-22 | 2013-01-22 | Ridge beam column node connection of recombinant bamboo frame structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203066258U true CN203066258U (en) | 2013-07-17 |
Family
ID=48765068
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201320074112 Expired - Fee Related CN203066258U (en) | 2013-01-22 | 2013-01-22 | Ridge beam column node connection of recombinant bamboo frame structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203066258U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103669664A (en) * | 2013-11-14 | 2014-03-26 | 扬州工业职业技术学院 | Method for building combination floor cover of recombination bamboo structure |
| CN107447865A (en) * | 2017-07-26 | 2017-12-08 | 贵州理工环保新材料研究有限公司 | One species Wood construction frame structure and preparation method thereof |
-
2013
- 2013-01-22 CN CN 201320074112 patent/CN203066258U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103669664A (en) * | 2013-11-14 | 2014-03-26 | 扬州工业职业技术学院 | Method for building combination floor cover of recombination bamboo structure |
| CN103669664B (en) * | 2013-11-14 | 2016-01-13 | 扬州工业职业技术学院 | A kind of composite floor system way of Recombined bamboo structure |
| CN107447865A (en) * | 2017-07-26 | 2017-12-08 | 贵州理工环保新材料研究有限公司 | One species Wood construction frame structure and preparation method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN203066257U (en) | Beam column rigid connection node of recombinant bamboo frame structure | |
| CN203200920U (en) | Connection of beam column node of recombined bamboo frame structure | |
| CN103615051A (en) | U-shaped-hoop joint connector of main beam and auxiliary beam of recombinant-bamboo frame | |
| CN107747275A (en) | A kind of railroad bridge Combined anti-wind barrier | |
| CN203924364U (en) | The prestressing force assembling frame structure node syndeton of additional angle steel | |
| CN203066259U (en) | Primary and secondary beam double angle iron node connection of recombinant bamboo frame structure | |
| CN210238772U (en) | Adopt high strength bolted connection's concrete beam column connected node | |
| CN203066258U (en) | Ridge beam column node connection of recombinant bamboo frame structure | |
| CN107130734B (en) | Corrugated plate dst Horizontal H-shaped structure beam and its construction method | |
| CN108867886B (en) | Node in bolt reinforcing bar bolt prefabricated assembly timber structure beam column | |
| CN202359830U (en) | Novel power transmission tower reinforcing device | |
| CN203569696U (en) | Assembled wood structure bar planting node | |
| CN204266378U (en) | A kind of steel structural embedded parts that can bear larger pulling force | |
| CN203188378U (en) | Main beam and secondary beam metal connecting piece node connection of recombined bamboo frame structure | |
| CN202745208U (en) | Joint connection of re-combined bamboo timber frame structure | |
| CN208309817U (en) | Wooden frame column connection structure | |
| CN203307934U (en) | Screw hole enhanced type large-span glued wood column beam connecting structure | |
| CN108867873A (en) | Bolt reinforcing bar bolt prefabrication and assembly construction timber structure beam-column joints | |
| CN209685126U (en) | A kind of steel vestibule integrally promotes lifting lug device | |
| CN210238773U (en) | Adopt beam column connected node of high strength bolt assembly | |
| CN207399083U (en) | The back-off connection structure of saddle plate roofing solar photovoltaic bracket | |
| CN203296180U (en) | Face hole enhanced type large-span glued wood column-beam connecting structure | |
| CN208280311U (en) | A kind of rectangle steel structure node component | |
| CN106013444A (en) | Assembled timber structure X-shaped beam column power consumption node | |
| CN209958512U (en) | Connection structure of assembled building crossbeam and prefabricated wallboard |
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: 20130717 Termination date: 20140122 |