CN103276815A - Screw hole enhanced type large-span glued wood column beam U-shaped connecting structure - Google Patents
Screw hole enhanced type large-span glued wood column beam U-shaped connecting structure Download PDFInfo
- Publication number
- CN103276815A CN103276815A CN2013101770907A CN201310177090A CN103276815A CN 103276815 A CN103276815 A CN 103276815A CN 2013101770907 A CN2013101770907 A CN 2013101770907A CN 201310177090 A CN201310177090 A CN 201310177090A CN 103276815 A CN103276815 A CN 103276815A
- Authority
- CN
- China
- Prior art keywords
- gummed
- pin
- gfrp
- shaped
- glued wood
- 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.)
- Granted
Links
- 239000002023 wood Substances 0.000 title abstract description 23
- 239000002184 metal Substances 0.000 claims abstract description 18
- 102100040287 GTP cyclohydrolase 1 feedback regulatory protein Human genes 0.000 claims description 25
- 101710185324 GTP cyclohydrolase 1 feedback regulatory protein Proteins 0.000 claims description 25
- 230000002787 reinforcement Effects 0.000 claims description 17
- 238000004026 adhesive bonding Methods 0.000 claims description 9
- 229920006387 Vinylite Polymers 0.000 claims description 6
- 239000003365 glass fiber Substances 0.000 claims description 6
- 238000010276 construction Methods 0.000 abstract description 10
- 238000009826 distribution Methods 0.000 abstract description 4
- 230000009286 beneficial effect Effects 0.000 abstract description 2
- 239000011152 fibreglass Substances 0.000 abstract 3
- 230000000149 penetrating effect Effects 0.000 abstract 1
- 238000010586 diagram Methods 0.000 description 5
- 230000002708 enhancing effect Effects 0.000 description 5
- 239000000835 fiber Substances 0.000 description 5
- 238000013461 design Methods 0.000 description 4
- 239000003292 glue Substances 0.000 description 4
- 239000004918 carbon fiber reinforced polymer Substances 0.000 description 3
- 238000003776 cleavage reaction Methods 0.000 description 3
- 238000011160 research Methods 0.000 description 3
- 230000007017 scission Effects 0.000 description 3
- 230000032798 delamination Effects 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000005259 measurement Methods 0.000 description 2
- 238000000465 moulding Methods 0.000 description 2
- 238000012360 testing method Methods 0.000 description 2
- 238000004873 anchoring Methods 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 230000006378 damage Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000002994 raw material Substances 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000012546 transfer Methods 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Images
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
A screw hole enhanced type large-span glued wood column beam U-shaped connecting structure comprises a metal connecting piece (1), wherein the metal connecting piece (1) consists of a bottom plate and a U-shaped slot, the bottom plate is in contact with one side of a glued wood column and is connected with another bottom plate on the other side surface of the glued wood column through a bolt, then the metal connecting piece (1) is fixed on the glued wood column (2), the end part of the glued wood beam (3) is inserted into the U-shaped slot, and the U-shaped slot is connected with the glued wood beam (3) through a connecting bolt, and the screw hole enhanced type large-span glued wood column beam U-shaped connecting structure is characterized in that a GFRP (glass fiber reinforced plastic) pipe (6) is glued in a through hole for penetrating the connecting bolt at; GFRP reinforced pipes (6) are cemented in holes of the connecting bolts of the node areas on the laminated wood columns. The invention can improve the bearing capacity, reduce the concentrated distribution of stress, change the failure mode of the connecting node, and is beneficial to reducing the size of the connecting structure and the construction cost.
Description
Technical field
The present invention relates to a kind of building structure, especially a kind of syndeton of gluing together the pin beam, specifically a kind of screw enhancement mode large span gummed pin beam U-shaped syndeton.
Background technology
At present, domestic to the existing certain research of laminated wood bolt node, fiber reinforcement beam (post), the former dowel of fiber reinforcement fourth of the twelve Earthly Branches node, but for the experimental study of the fiber reinforcement laminated wood bolt connected node announcement that do not appear in the newspapers.Domestic theoretical research for the fiber reinforcement laminated wood bolt connected node announcement that do not appear in the newspapers.Be applied in large span, the large-sized modern wood structure system research that reduces size, weight and the optimal design etc. of the structural element announcement that do not appear in the newspapers both at home and abroad for fiber reinforcement laminated wood bolt connected node.Therefore, design and a kind ofly can effectively reduce connection dimension, the beam column syndeton that strengthens supporting capacity is very important.
Summary of the invention
The objective of the invention is to improve the anisotropy of contact area timber, the concentrated distribution that alleviates node region stress, the fragility cleavage fracture pattern that changes node, raising supporting capacity, guarantee that safety, saving material reduce cost.Specific as follows described.Existing laminated wood beam column connector is connected with laminated wood, node region stress is concentrated significantly, make to be subjected to the laminated wood beam column frame under the load action that destruction of a node at first takes place laminated wood beam column frame supporting capacity forfeiture when the supporting capacity of structural member (as beam) is not given full play to.The size of conventional syndeton is bigger than normal, and then it is bigger than normal to cause the unjointed beam column dimension to be selected, and causes waste of raw materials.The present invention designs a kind of screw enhancement mode large span gummed pin beam syndeton, improve the fragility cleavage fracture pattern of the anisotropy of contact area timber, the concentrated distribution that alleviates node region stress, change node, reduce the overall dimensions of syndeton simultaneously, and then at the cross sectional dimensions that guarantees significantly to reduce under the reliable prerequisite of structural safety beam column, reduce construction costs.
Technical scheme of the present invention is:
A kind of screw enhancement mode large span gummed pin beam U-shaped syndeton, it comprises metal connecting piece 1, metal connecting piece 1 is made up of base plate and U-shaped slot, described base plate contacts with the one side of gummed pin and glues together on the pin 2 with metal connecting piece 1 being fixed on after another base plate on the gummed pin another side links to each other by bolt, insert in the described U-shaped slot end of described gummed wooden frame 3, link to each other by connecting bolt between U-shaped slot and the gummed wooden frame 3, it is characterized in that there is GFRP reinforced pipe 6 described gummed wooden frame 3 ends for the through hole splicing that installs connecting bolt; On the gummed pin in the hole of connecting bolt of node region gluing GFRP reinforced pipe 6 is arranged.
The GFRP reinforcement plate 5 that equal glued size matches on contacted two sides of the end of described gummed wooden frame 3 and U-shaped socket sidewalls; Four face gluings of node region have GFRP reinforcement plate 5 on the gummed pin.
The thickness of described GFRP reinforcement plate 5 is 1.2-2.8mm, by two to four layers of 800g/m
2-120 0g/m
2The four-axial glass fiber forms by laminated being solidified into of vinylite, planar isotropism.
Described GFRP reinforced pipe 6 thickness are 1.2-2.8mm, by two to four layers of 800g/m
2-1200g/m
2The four-axial glass fiber forms by laminated being solidified into of vinylite, vertically isotropism.
Beneficial effect of the present invention:
The present invention can improve the anisotropy of contact area timber, the concentrated distribution that slows down stress;
1. the present invention changes over the cleavage fracture of the failure mode-timber of the brittle fracture of connected node the bearing failure of ductile failure mode-keyhole;
2. the present invention is conducive to improve the supporting capacity of laminated wood bolt connected node;
3. the present invention can reduce the end distance of connected node, middle distance is the size of connector;
4. the present invention can reduce sectional dimension and the deadweight of supporting member;
5. the present invention can embody the seismic design theory (or requirement) of strong shear capacity and weak bending capacity, the strong strong anchoring of node;
6. the present invention can reduce cost and construction cost (20000 yuan/m of large scale glue laminated wood member market price
3).
7. the present invention provides reliable connection for the Load Transfer of striding qlue timber structurer greatly, for structural safety is reliably laid a good foundation.It not only can be used for enhancing and the reinforcing of traditional old wooden construction, also can be used for the lifting of the structural performance of wood structures.
Description of drawings
Fig. 1 is post beam (back timber) the syndeton schematic diagram that adopts the U-shaped connector.
Fig. 2 is the vertical view of Fig. 1.
Fig. 3 is best one of the syndeton schematic diagram that strengthens of laminated wood beam end that matches with Fig. 1.
Fig. 4 is best two of the syndeton schematic diagram that strengthens of laminated wood beam end that matches with Fig. 1.
Fig. 5 is the application schematic diagram of syndeton in the T shape structure of intermediate layer of the embodiment of the invention.
Fig. 6 is the application schematic diagram in the syndeton decussate texture of the embodiment of the invention.
The specific embodiment
The present invention is further illustrated below in conjunction with drawings and Examples.
Embodiment one.
As Figure 1-3.
A kind of screw enhancement mode large span gummed pin beam U-shaped syndeton, it comprises metal connecting piece 1, metal connecting piece 1 is formed syndeton by base plate and U-shaped slot, as Fig. 4, shown in 5, described base plate is fixed on the gummed pin 2 by the base plate on bolt and the post another side, to be base plate with the one side of gummed pin contact and glue together on the pin 2 with metal connecting piece 1 being fixed on after another base plate on the gummed pin another side links to each other by bolt, insert in the described U-shaped slot end of described gummed wooden frame 3, link to each other by connecting bolt between U-shaped slot and the gummed wooden frame 3, the through hole that is used for installing connecting bolt in gummed wooden frame 3 ends glueds joint GFRP reinforced pipe 6 (when specifically implementing also available CFRP reinforced pipe replace the GFRP reinforced pipe).The hole gluing of gluing together the connecting bolt of the node region that is used for the installation metal connecting piece on the pin 2 has GFRP reinforced pipe 6.The thickness of described GFRP reinforced pipe 6 is 1.2-2.8mm, can be by two to four layers of 800g/m
2-1200 g/m
2The four-axial glass fiber forms by laminated being solidified into of vinylite, isotropism planar, and through actual measurement, its modulus of elasticity is 8730MPa.Test specimen is integral one-step molding under atmospheric pressure, guarantees the no delamination of bonding fully between panel and the core.
Fig. 1 is the application of enhancing structure on back timber of present embodiment, and the enhancing structure of present embodiment also can be used for T font post girder construction shown in Figure 5 and cross section column girder construction shown in Figure 6.
Structure also can be used for T font post girder construction shown in Figure 5 and cross section column girder construction shown in Figure 6.
Embodiment two.
Shown in Fig. 1,2,4.
A kind of screw enhancement mode large span gummed pin beam U-shaped syndeton, it comprises metal connecting piece 1, metal connecting piece 1 is formed syndeton by base plate and U-shaped slot, as Fig. 4, shown in 5, described base plate is fixed on the gummed pin 2 by the base plate on bolt and the post another side, to be base plate with the one side of gummed pin contact and glue together on the pin 2 with metal connecting piece 1 being fixed on after another base plate on the gummed pin another side links to each other by bolt, insert in the described U-shaped slot end of described gummed wooden frame 3, link to each other by connecting bolt between U-shaped slot and the gummed wooden frame 3, the through hole that is used for installing connecting bolt in gummed wooden frame 3 ends glueds joint GFRP reinforced pipe 6 (when specifically implementing also available CFRP reinforced pipe replace the GFRP reinforced pipe).On the gummed pin 2 in the hole of connecting bolt of the node region of fixing metal connector 1 gluing GFRP reinforced pipe 6 is arranged.In order to promote the bulk strength of syndeton, GFRP reinforcement plate 5 that also can equal glued size matches on the end of described gummed wooden frame 3 and contacted two sides of U-shaped socket sidewalls during concrete enforcement (but when specifically implementing also CFRP reinforcement plate replace the GFRP reinforcement plate), as shown in Figure 4.Four face gluings of the node region of fixing metal connector 1 have GFRP reinforcement plate 5 on the gummed pin.The thickness of GFRP reinforcement plate 5 is 1.2-2.8mm, can be by two to four layers of 800g/m
2-1200g/m
2The four-axial glass fiber forms by laminated being solidified into of vinylite, isotropism planar, and through actual measurement, its modulus of elasticity is 8730MPa.Test specimen is integral one-step molding under atmospheric pressure, guarantees the no delamination of bonding fully between panel and the core.Described GFRP reinforced pipe 6(thickness can be 1.2-2.8mm) manufacture method and material identical with GFRP reinforcement plate 5, difference is shape.
Fig. 1 is the application of enhancing structure on back timber of present embodiment, and the enhancing structure of present embodiment also can be used for T font post girder construction shown in Figure 5 and cross section column girder construction shown in Figure 6.
The part that the present invention does not relate to all prior art that maybe can adopt same as the prior art is realized.
Claims (4)
1. a screw enhancement mode large span is glued together pin beam U-shaped syndeton, it comprises metal connecting piece (1), metal connecting piece (1) is made up of base plate and U-shaped slot, described base plate contact with the one side of gummed pin and by bolt with after another base plate on the gummed pin another side links to each other with metal connecting piece (1), be fixed on the gummed pin (2), insert in the described U-shaped slot end of described gummed wooden frame (3), link to each other by connecting bolt between U-shaped slot and the gummed wooden frame (3), it is characterized in that there is GFRP reinforced pipe (6) described gummed wooden frame (3) end for the through hole splicing that installs connecting bolt; On the gummed pin in the hole of connecting bolt of node region gluing GFRP reinforced pipe (6) is arranged.
2. screw enhancement mode large span according to claim 1 gummed pin beam U-shaped syndeton is characterized in that the GFRP reinforcement plate (5) that equal glued size matches on the end of described gummed wooden frame (3) and contacted two sides of U-shaped socket sidewalls; Four face gluings of node region have GFRP reinforcement plate (5) on the gummed pin.
3. screw enhancement mode large span according to claim 2 is glued together pin beam U-shaped syndeton, and the thickness that it is characterized in that described GFRP reinforcement plate (5) is 1.2-2.8mm, by two to four layers of 800g/m
2-120 0g/m
2The four-axial glass fiber forms by laminated being solidified into of vinylite, planar isotropism.
4. contact surface enhancement mode large span gummed pin beam syndeton according to claim 1 is characterized in that described GFRP reinforced pipe (6) thickness is 1.2-2.8mm, by two to four layers of 800g/m
2-1200g/m
2The four-axial glass fiber forms by laminated being solidified into of vinylite, vertically isotropism.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310177090.7A CN103276815B (en) | 2013-05-14 | 2013-05-14 | Screw hole enhanced type large-span glued wood column beam U-shaped connecting structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310177090.7A CN103276815B (en) | 2013-05-14 | 2013-05-14 | Screw hole enhanced type large-span glued wood column beam U-shaped connecting structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103276815A true CN103276815A (en) | 2013-09-04 |
| CN103276815B CN103276815B (en) | 2015-11-11 |
Family
ID=49059421
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201310177090.7A Expired - Fee Related CN103276815B (en) | 2013-05-14 | 2013-05-14 | Screw hole enhanced type large-span glued wood column beam U-shaped connecting structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103276815B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104532960A (en) * | 2014-12-26 | 2015-04-22 | 南京工业大学 | Dot-matrix cross-grain enhanced wood structure mortise and tenon joint |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH02171441A (en) * | 1988-12-24 | 1990-07-03 | Mitsui Constr Co Ltd | Beam structure for building |
| JP2001107460A (en) * | 1999-10-05 | 2001-04-17 | Kazuto Osu | Metal fitting for construction |
| CN203296179U (en) * | 2013-05-14 | 2013-11-20 | 南京工业大学 | Screw hole enhanced type large-span glued wood column beam U-shaped connecting structure |
-
2013
- 2013-05-14 CN CN201310177090.7A patent/CN103276815B/en not_active Expired - Fee Related
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH02171441A (en) * | 1988-12-24 | 1990-07-03 | Mitsui Constr Co Ltd | Beam structure for building |
| JP2001107460A (en) * | 1999-10-05 | 2001-04-17 | Kazuto Osu | Metal fitting for construction |
| CN203296179U (en) * | 2013-05-14 | 2013-11-20 | 南京工业大学 | Screw hole enhanced type large-span glued wood column beam U-shaped connecting structure |
Non-Patent Citations (4)
| Title |
|---|
| 叶列平，冯鹏: "FRP 在工程结构中的应用与发展", 《土木工程学报》 * |
| 叶鼎锉: "玻璃纤维多轴向布", 《玻璃纤维》 * |
| 庄荣忠，杨勇新: "FRP加固木结构的研究和应用现状", 《四川建筑科学研究》 * |
| 敬登虎: "纤维增强复合材料约束下圆形混凝土柱应力-应变全曲线简化模型", 《建筑科学》 * |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104532960A (en) * | 2014-12-26 | 2015-04-22 | 南京工业大学 | Dot-matrix cross-grain enhanced wood structure mortise and tenon joint |
Also Published As
| Publication number | Publication date |
|---|---|
| CN103276815B (en) | 2015-11-11 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN109972538B (en) | Steel plate inner filling material combined reinforced concrete bridge structure and construction technology | |
| CN100510262C (en) | Bamboo bridge | |
| CN102943434B (en) | Semi-assembly bamboo-concrete composite bridge | |
| CN101942885A (en) | A kind of FRP-bamboo-concrete combination beam | |
| CN108162519B (en) | Longitudinal reinforced orthogonal laminated wood and manufacturing method thereof | |
| CN203307934U (en) | Screw hole enhanced type large-span glued wood column beam connecting structure | |
| CN103276816B (en) | Slot enhancement mode large-span glued wood post roof beam connection structure | |
| CN103276811B (en) | Screw hole enhanced type large-span glued wood column beam connecting structure | |
| CN201809900U (en) | FRP (fiber reinforce plastic)-bamboo-concrete composite beam | |
| CN204299009U (en) | A kind of pultruded GFRP pin-connected panel floor slab structure | |
| CN203296180U (en) | Face hole enhanced type large-span glued wood column-beam connecting structure | |
| CN113404215A (en) | Assembled steel-wood composite beam | |
| CN202830741U (en) | Semi-assembled type bamboo-concrete combined bridge | |
| CN205329843U (en) | Connecting system of wood-concrete combined structure | |
| CN103276815B (en) | Screw hole enhanced type large-span glued wood column beam U-shaped connecting structure | |
| CN203296179U (en) | Screw hole enhanced type large-span glued wood column beam U-shaped connecting structure | |
| CN203307935U (en) | Contact surface enhanced type large-span glued wood column beam connecting structure | |
| CN103276813B (en) | Contact surface enhanced type large-span glued wood column beam connecting structure | |
| CN203296181U (en) | Comprehensive enhanced large-span glued wood column-beam connecting structure | |
| CN203296178U (en) | Slot enhancement mode large-span glued wood post roof beam connection structure | |
| CN204983396U (en) | Bamboo - aerated concrete combination beam | |
| CN105484355A (en) | Connecting system of wood-concrete combined structure | |
| CN103276814B (en) | Face hole enhanced type large-span glued wood column-beam connecting structure | |
| CN103276812B (en) | Comprehensive enhanced large-span glued wood column-beam connecting structure | |
| CN104790562A (en) | Steel frame filled wood shear wall structure connected by planting steel plates |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C53 | Correction of patent of invention or patent application | ||
| CB03 | Change of inventor or designer information |
Inventor after: Lei Ying Inventor after: Liu Weiqing Inventor after: Xu Deliang Inventor after: Zhou Ding Inventor after: Lu Weidong Inventor after: Yue Kong Inventor after: Ma Guijin Inventor before: Lei Ying Inventor before: Liu Weiqing Inventor before: Xu Deliang Inventor before: Zhou Ding Inventor before: Lu Weidong Inventor before: Yue Kong Inventor before: Ma Guijin |
|
| 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: 20151111 Termination date: 20180514 |