CN203066258U - Roof-beam-column joint connection of recombined bamboo frame structure - Google Patents
Roof-beam-column joint connection of recombined bamboo frame structure Download PDFInfo
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- 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
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- bamboo frame
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- vierendeel girder
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- 235000017166 Bambusa arundinacea Nutrition 0.000 title claims abstract description 91
- 235000017491 Bambusa tulda Nutrition 0.000 title claims abstract description 91
- 241001330002 Bambuseae Species 0.000 title claims abstract description 91
- 235000015334 Phyllostachys viridis Nutrition 0.000 title claims abstract description 91
- 239000011425 bamboo Substances 0.000 title claims abstract description 91
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 31
- 239000010959 steel Substances 0.000 claims abstract description 31
- 238000010276 construction Methods 0.000 claims abstract description 14
- 239000003822 epoxy resin Substances 0.000 claims abstract description 4
- 229920000647 polyepoxide Polymers 0.000 claims abstract description 4
- 230000008521 reorganization Effects 0.000 claims description 54
- 244000046052 Phaseolus vulgaris Species 0.000 claims description 10
- 235000010627 Phaseolus vulgaris Nutrition 0.000 claims description 10
- 101000911390 Homo sapiens Coagulation factor VIII Proteins 0.000 claims description 5
- 102000057593 human F8 Human genes 0.000 claims description 5
- 229940047431 recombinate Drugs 0.000 claims description 5
- 230000000694 effects Effects 0.000 abstract description 4
- 238000009434 installation Methods 0.000 abstract description 3
- 239000003351 stiffener Substances 0.000 abstract 2
- 239000002023 wood Substances 0.000 description 4
- 230000005540 biological transmission Effects 0.000 description 3
- 239000000463 material Substances 0.000 description 2
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 description 1
- 244000086443 Craterellus fallax Species 0.000 description 1
- 235000007926 Craterellus fallax Nutrition 0.000 description 1
- 229910052799 carbon Inorganic materials 0.000 description 1
- 230000002950 deficient Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
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Abstract
本实用新型是重组竹框架结构的屋脊梁柱节点连接，用于解决建筑工程中重组竹框架柱在屋脊如何与其框架梁刚性连接的问题。主要由带加劲肋的角钢、重组竹框架梁、重组竹框架柱、节点板、顶板、螺栓组成，其特征是：重组竹框架梁在端部做成斜面，重组竹框架柱在柱顶做成双斜面，确保柱两侧搁置重组竹框架梁能很好密贴。在重组竹框架梁的端部连接部位满涂环氧树脂，在梁柱节点处采用带加劲肋的角钢、顶板和螺栓将重组竹框架柱、重组竹框架梁连接成一个整体，采用节点板、螺栓将左右梁段连接成一个整体。本实用新型的重组竹框架结构的屋脊梁柱节点连接安全可靠，能很好地传力，达到节点刚接的效果，同时施工安装比较简单，实用方便。
The utility model relates to the node connection of the ridge beams and columns of the recombined bamboo frame structure, which is used to solve the problem of how the recombined bamboo frame columns are rigidly connected to the frame beams at the ridge of the building. It is mainly composed of angle steel with stiffeners, restructured bamboo frame beams, restructured bamboo frame columns, joint plates, top plates, and bolts. It is characterized by: the restructured bamboo frame beams are made with slopes at the ends, and the restructured bamboo frame columns are made with double slopes at the top of the columns. , to ensure that the recombined bamboo frame beams placed on both sides of the column can be well adhered. The end joints of the recombined bamboo frame beams are fully coated with epoxy resin, and angle steel with stiffeners, top plates and bolts are used at the beam-column joints to connect the recombined bamboo frame columns and recombined bamboo frame beams into a whole, using gusset plates, Bolts connect the left and right beam segments into a whole. The joints of the roof ridge, beams and columns of the recombined bamboo frame structure of the utility model are safe and reliable, can transmit force well, and achieve the effect of rigid connection of the joints. At the same time, the construction and installation are relatively simple, and the utility model 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 | Roof-beam-column joint connection of recombined bamboo frame structure |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320074112 CN203066258U (en) | 2013-01-22 | 2013-01-22 | Roof-beam-column joint connection of recombined bamboo frame structure |
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| CN203066258U true CN203066258U (en) | 2013-07-17 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN 201320074112 Expired - Fee Related CN203066258U (en) | 2013-01-22 | 2013-01-22 | Roof-beam-column joint connection of recombined bamboo frame structure |
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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 Method of Composite Floor with 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 |
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| 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 |