CN201381555Y - Interlayer beam-to-column connection structure made of composite materials or composite lumber - Google Patents
Interlayer beam-to-column connection structure made of composite materials or composite lumber Download PDFInfo
- Publication number
- CN201381555Y CN201381555Y CN200920040635U CN200920040635U CN201381555Y CN 201381555 Y CN201381555 Y CN 201381555Y CN 200920040635 U CN200920040635 U CN 200920040635U CN 200920040635 U CN200920040635 U CN 200920040635U CN 201381555 Y CN201381555 Y CN 201381555Y
- Authority
- CN
- China
- Prior art keywords
- composite
- column
- connector
- sheet
- screw rod
- Prior art date
Links
- 239000002131 composite materials Substances 0.000 title claims abstract description 58
- 239000011229 interlayers Substances 0.000 title abstract 2
- 239000002184 metals Substances 0.000 claims abstract description 15
- 239000002023 wood Substances 0.000 claims description 22
- 239000010410 layers Substances 0.000 claims description 16
- 238000005260 corrosion Methods 0.000 claims description 11
- 241000013987 Colletes Species 0.000 claims description 9
- 241000276425 Xiphophorus maculatus Species 0.000 claims description 3
- 238000003780 insertion Methods 0.000 claims description 3
- 230000000149 penetrating Effects 0.000 abstract 2
- 238000010586 diagrams Methods 0.000 description 4
- 239000007787 solids Substances 0.000 description 4
- 238000004519 manufacturing process Methods 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 210000001624 Hip Anatomy 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000002146 bilateral Effects 0.000 description 1
- 230000000875 corresponding Effects 0.000 description 1
- 238000002224 dissection Methods 0.000 description 1
- 238000005516 engineering processes Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Abstract
Description
Technical field
The utility model relates to a kind of syndeton of building unit, the syndeton of the beam column of especially a kind of intermediate layer building structure, specifically a kind of composite material or composite wood intermediate layer beam column syndeton.
Background technology
As everyone knows, for a long time owing to human immoderate excessive and random lumbering, global forest reserves wretched insufficiency, the speed of growth of timber is unable to catch up with the needs of human being's production and life far away, and especially some large-scale trees are fewer and feweri.Some large-scale ancient buildings rebuild, repair, keep in repair and new landscape construction in be difficult to seek suitable timber, also be that cost is too high even find.Therefore, people have expected utilizing composite material or composite wood to replace traditional solid wood, and composite material or composite wood, the advantage that not only has solid wood, and have solid, corrosion-resistant, advantages such as cost is low, energy-conserving and environment-protective, but because the characteristics of composite material or composite wood, it can not utilize tenon to connect as solid wood, can not as steel, weld, therefore must design corresponding syndeton at different connecting portions, and intermediate layer beam column syndeton is exactly one of requisite syndeton wherein.
Summary of the invention
The purpose of this utility model is the characteristics at composite material or composite wood, designs a kind of composite material or composite wood intermediate layer beam column syndeton that use in all kinds of buildings intermediate layer that be suitable for.
The technical solution of the utility model is:
A kind of composite material or composite wood intermediate layer beam column syndeton, comprise column 1 and crossbeam 2, an end that it is characterized in that described crossbeam 2 links to each other with column 1 by connector 3, described connector 3 by the base plate 4 that links to each other with column 1 and insert crossbeam 2 ends, form with the base plate 4 vertical inserted sheets that link to each other 5, base plate 4 links to each other with column 1 by corrosion resistant metal screw rod or the composite material screw rod 6 that passes column 1, and inserted sheet 5 also links to each other with crossbeam 2 by corrosion resistant metal screw rod or the composite material screw rod 6 that passes crossbeam 2 and inserted sheet 5.
Described base plate 4 along the height of column 1 short transverse height greater than inserted sheet 5 equidirectionals.
Described connector 3 is metal connecting piece or composite material connector through corrosion-resistance treatment, and the insertion end that it inserts inserted sheet 5 in the crossbeam 2 has circular arc chamfering 7.
The center line both sides of the inserted sheet 5 upper edge short transverses of described connector 3 establish two rows, arrange or a circle is used to install the through hole 8 of corrosion resistant metal screw rod or composite material screw rod 6 more.
The bottom of the inserted sheet 5 in the described connector 3 is connected with collet 9, and the length of collet 9 starts from connector homonymy base plate 4, finally the starting point of the arc angling 7 of homonymy inserted sheet 5.
Collet 9 on the inserted sheet 5 of described connector 3 is trapezoidal platy structure.
The beneficial effects of the utility model:
The utility model had both satisfied the requirement of bonding strength for the intermediate layer beam column connection of composite material or composite wood provides simple and practical syndeton, and requirement attractive in appearance is satisfied in life requirement again.Series of advantages such as it has simple in structure, and is easy for installation, and cost is low, and is applied widely.
Of the present utility model simple in structure, load-bearing and shock resistance are good, and especially the design of this connector circular arc chamfering has improved the antidetonation bearing capacity of connected node greatly.
Utility model is carried out the rebuilding of antiquated building, is repaired guarantee is provided for utilizing composite material or composite wood, also is the condition created of building of new view, villa simultaneously.
Description of drawings
Fig. 1 is a monolateral middle beam column syndeton schematic diagram of the present utility model.
Fig. 2 is the plan structure schematic diagram of Fig. 1.
Fig. 3 be connector of the present utility model face one of structural representation.
Fig. 4 is the vertical view of Fig. 3.
Fig. 5 is the left view of Fig. 3.
Fig. 6 be connector of the present utility model face two of structural representation.
Fig. 7 be connector of the present utility model face three of structural representation.
Fig. 8 is the vertical view of Fig. 7.
Fig. 9 be connector of the present utility model face four of structural representation.
Figure 10 is a bilateral middle beam column syndeton schematic diagram of the present utility model.
Figure 11 is the plan structure schematic diagram of Figure 10.
The specific embodiment
Below in conjunction with drawings and Examples the utility model is further described.
Shown in Fig. 1-11.
A kind of composite material or composite wood intermediate layer beam column syndeton, comprise that the column 1 that composite material or composite wood are made (can be square column or cylinder, can adopt the prior art manufacturing, customization or directly from market purchasing) and equally (can be square column or cylinder by the crossbeam 2 of composite material or composite wood making, can adopt the prior art manufacturing, customization or directly from market purchasing) and connector 3, as Fig. 1, shown in 2, one end of crossbeam 2 is realized being connected with column 1 by this connector 3 (shown in Fig. 3-9), connector 3 can adopt metal connecting piece or the composite material connector through corrosion-resistance treatment, connector 3 is by the base plate 4 that links to each other with column 1 and insert crossbeam 2 ends, form with the base plate 4 vertical inserted sheets that link to each other 5, base plate 4 links to each other with column 1 by corrosion resistant metal screw rod or the composite material screw rod 6 that passes column 1, and inserted sheet 5 also links to each other with crossbeam 2 by corrosion resistant metal screw rod or the composite material screw rod 6 that passes crossbeam 2 and inserted sheet 5.One side of inserted sheet 5 in the insertion crossbeam 2 of connector 3 has circular arc chamfering 7, produces dissection when relatively moving to prevent, shown in Fig. 3,6,7,9.For easy construction and improve bonding strength, base plate 4 along the height of column 1 short transverse height, shown in Fig. 3,6,7,9 greater than inserted sheet 5 equidirectionals.The inserted sheet 5 of connector 3 is provided with the through hole 8 that two rows, two rows above (shown in Fig. 3,7) or a circle (shown in Fig. 6,9) are used to install corrosion resistant metal screw rod or composite material screw rod 6, this through hole is to make the waist cavernous structure at last, so that the installing of corrosion resistant metal screw rod or composite material screw rod 6.During concrete enforcement, in order to increase decorative effect and to improve bonding strength, also be connected with collet 9 on the base of inserted sheet 5, the length of collet 9 starts from connector homonymy base plate 4, finally the starting point of the arc angling 7 of homonymy inserted sheet 5, the shape of collet 9 be trapezoidal platy structure and near column while being wider than away from column, shown in Fig. 7,8,9.
Figure 10, the 11st, two cross beam types intermediate layer beam column syndeton of utilizing syndeton of the present utility model to form, the syndeton of the crossbeam on the left side and column 1 is complete symmetrical identical with the syndeton of the crossbeam 2 on the right and column 1.
The utility model does not relate to the part prior art that maybe can adopt all same as the prior art to be realized.
Claims (6)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN200920040635U CN201381555Y (en) | 2009-04-21 | 2009-04-21 | Interlayer beam-to-column connection structure made of composite materials or composite lumber |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN200920040635U CN201381555Y (en) | 2009-04-21 | 2009-04-21 | Interlayer beam-to-column connection structure made of composite materials or composite lumber |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201381555Y true CN201381555Y (en) | 2010-01-13 |
Family
ID=41525030
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN200920040635U CN201381555Y (en) | 2009-04-21 | 2009-04-21 | Interlayer beam-to-column connection structure made of composite materials or composite lumber |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201381555Y (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102251588A (en) * | 2011-05-18 | 2011-11-23 | 何敏娟 | Bolted steel filling plate-sleeve connection node for beam-post wood structure |
| CN103276814A (en) * | 2013-05-14 | 2013-09-04 | 南京工业大学 | Face hole enhanced type large-span glued wooden post and beam connecting structure |
| CN103276812A (en) * | 2013-05-14 | 2013-09-04 | 南京工业大学 | Full-reinforced type large-span connecting structure of laminated wood column and laminated wood beam |
| CN104294918A (en) * | 2014-10-22 | 2015-01-21 | 清华大学 | Connecting node of composite material pipe concrete column and composite material pultrusion section-bar beam |
| CN104775528A (en) * | 2015-04-27 | 2015-07-15 | 南京工业大学 | Assembled semi-rigid wood structure joint |
| CN106013443A (en) * | 2016-05-19 | 2016-10-12 | 东南大学 | Wood or bamboo frame energy dissipation end plate connecting joint and method thereof |
-
2009
- 2009-04-21 CN CN200920040635U patent/CN201381555Y/en not_active IP Right Cessation
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102251588A (en) * | 2011-05-18 | 2011-11-23 | 何敏娟 | Bolted steel filling plate-sleeve connection node for beam-post wood structure |
| CN102251588B (en) * | 2011-05-18 | 2013-01-16 | 何敏娟 | Bolted steel filling plate-sleeve connection node for beam-post wood structure |
| CN103276814A (en) * | 2013-05-14 | 2013-09-04 | 南京工业大学 | Face hole enhanced type large-span glued wooden post and beam connecting structure |
| CN103276812A (en) * | 2013-05-14 | 2013-09-04 | 南京工业大学 | Full-reinforced type large-span connecting structure of laminated wood column and laminated wood beam |
| CN103276812B (en) * | 2013-05-14 | 2015-11-04 | 南京工业大学 | Comprehensive enhancement mode large span gummed pin beam syndeton |
| CN103276814B (en) * | 2013-05-14 | 2015-12-30 | 南京工业大学 | Face enhancement mode large span gummed pin beam syndeton |
| CN104294918A (en) * | 2014-10-22 | 2015-01-21 | 清华大学 | Connecting node of composite material pipe concrete column and composite material pultrusion section-bar beam |
| CN104775528A (en) * | 2015-04-27 | 2015-07-15 | 南京工业大学 | Assembled semi-rigid wood structure joint |
| CN106013443A (en) * | 2016-05-19 | 2016-10-12 | 东南大学 | Wood or bamboo frame energy dissipation end plate connecting joint and method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| C14 | Grant of patent or utility model | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20100113 Termination date: 20150421 |
|
| EXPY | Termination of patent right or utility model |