CN201395873Y - High-strength connecting structure for composite material or composite wood middle layer beam column - Google Patents
High-strength connecting structure for composite material or composite wood middle layer beam column Download PDFInfo
- Publication number
- CN201395873Y CN201395873Y CN2009200398117U CN200920039811U CN201395873Y CN 201395873 Y CN201395873 Y CN 201395873Y CN 2009200398117 U CN2009200398117 U CN 2009200398117U CN 200920039811 U CN200920039811 U CN 200920039811U CN 201395873 Y CN201395873 Y CN 201395873Y
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- high strength
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- 239000002131 composite material Substances 0.000 title claims abstract description 48
- 239000002023 wood Substances 0.000 title claims abstract description 25
- 239000002184 metal Substances 0.000 claims description 9
- 230000007797 corrosion Effects 0.000 claims description 5
- 238000005260 corrosion Methods 0.000 claims description 5
- 238000009434 installation Methods 0.000 claims description 5
- 230000015572 biosynthetic process Effects 0.000 claims description 3
- 238000003780 insertion Methods 0.000 claims description 3
- 230000037431 insertion Effects 0.000 claims description 3
- 239000000463 material Substances 0.000 abstract description 5
- 150000001875 compounds Chemical class 0.000 abstract 1
- 239000010410 layer Substances 0.000 description 10
- 238000010586 diagram Methods 0.000 description 4
- 239000007787 solid Substances 0.000 description 4
- 238000013461 design Methods 0.000 description 3
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 description 2
- 229910052799 carbon Inorganic materials 0.000 description 2
- 238000011161 development Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000002146 bilateral effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000007598 dipping method Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000835 fiber Substances 0.000 description 1
- 238000005246 galvanizing Methods 0.000 description 1
- 239000011229 interlayer Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 239000002985 plastic film Substances 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
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Abstract
A high-strength connecting structure of a middle-layer beam column made of composite materials or composite wood comprises a stand column (1) and a cross beam (2), and is characterized in that a long-bottom-edge U-shaped connecting piece (3) is installed at the upper end of the stand column (1), the bottom edge (4) of the long-bottom-edge U-shaped connecting piece (3) is fixed on one face, opposite to the connecting end of the stand column (1) and the cross beam (2), of the connecting screw rod (5), one end of the cross beam (2) is inserted into an opening (6) of the long-bottom-edge U-shaped connecting piece (3) and is connected into a whole through the connecting screw rod (9) which respectively penetrates through a front piece (7) and a rear piece (8) which form the opening (6) and the end of the cross beam (2), and the height of the bottom edge (4) is larger than the height of the front piece (7) and the height of the rear piece. The utility model discloses simple structure connects reliably, and intensity is high, has established the basis for combined material or compound timber in the application of building field.
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 high strength 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 mainly are to be composited by low-quality small dimension wood, the advantage that not only has solid wood, and have solid, corrosion-resistant, cost is low, advantages such as 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, especially must design a kind of high strength syndeton for the bigger interlayer structure of load-bearing.
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 high strength 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 high strength syndeton, it comprises column 1 and crossbeam 2, the upper end that it is characterized in that described column 1 is equipped with long base U-shaped connector 3, the base 4 of long base U-shaped connector 3 is fixed on column 1 one side relative with the link of crossbeam 2 by connecting screw rod 5, in the opening 6 of the long base of the one end insertion U-shaped connector 3 of crossbeam 2 and by passing the anter 7 that forms opening 6 respectively, the connecting screw rod 9 of rear panel 8 and crossbeam 2 ends is linked to be an integral body, the height on described base 4 is greater than the height of anter 7 and rear panel 8 and on anter 7 and rear panel 8, following both sides symmetry is extended, and development length is not less than the height of anter 7 and rear panel 8.
Described long base U-shaped connector 3 is metal connecting piece or high strength composite connector through corrosion-resistance treatment, one side the anter 7 of its formation opening 6 and rear panel 8 do not link to each other with base 4 be provided with the circular arc chamfering.
The anter 7 of described long base U-shaped connector 3 and the center line both sides of rear panel 8 upper edge short transverses are provided with two rows, two rows are above or a circle is used to install the through hole 10 of screw rod 9.
The anter 7 of described long base U-shaped connector 3 and the bottom of rear panel 8 are connected with supporting plate 11, the base 4 that the length of supporting plate 11 starts from long base U-shaped connector 3 is the arc angling starting point of anter 7 or rear panel 8 finally, the width of supporting plate 11 is not more than the width of crossbeam 2, and the thickness of supporting plate 11 is not more than the sheet metal thickness on base 4.
Described screw rod 5,9 is corrosion resistant metal screw rod or high strength composite screw rod.
The upper end of described column 1 is provided with a groove, and the size that this installation groove is gone into column 1 is not less than the size on base 4.
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, satisfied durability and requirement attractive in appearance again.It has simple in structure, and is easy for installation, and cost is low, bonding strength height, series of advantages such as load-bearing and shock resistance are good, and be applied widely.
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 beam column syndeton schematic diagram of the present utility model.
Fig. 2 is the plan structure schematic diagram of Fig. 1.
Fig. 3 be long base of the present utility model U-shaped connector 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 long base of the present utility model U-shaped connector face two of structural representation.
Fig. 7 is three (the band collets) of facing structural representation of long base of the present utility model U-shaped connector.
Fig. 8 is the vertical view of Fig. 7.
Fig. 9 be long base of the present utility model U-shaped connector face four of structural representation.
Figure 10 is a bilateral 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 high strength syndeton, it comprises column 1 and crossbeam 2, the material of column 1 and crossbeam 2 can be: the high density composite sheet material of belt length bar carbon fibre, high-intensity wood plastic sheet material etc., the upper end of described column 1 is equipped with long base U-shaped connector 3, corrosion resistant metal screw rod or high strength composite screw rod (can be adopted by connecting screw rod 5 in the base 4 of long base U-shaped connector 3, as Fig. 2) be fixed on column 1 one side relative with the link of crossbeam 2, in the opening 6 of the long base of the one end insertion U-shaped connector 3 of crossbeam 2 and by passing the anter 7 that forms opening 6 respectively, the connecting screw rod 9 of rear panel 8 and crossbeam 2 ends (can adopt corrosion resistant metal screw rod or high strength composite screw rod) is linked to be an integral body, the bearing capacity of considering the intermediate layer crossbeam is bigger, therefore, the height on base 4 will be far longer than the height of anter 7 and rear panel 8, therefore, preferably extend to the both sides up and down of anter 7 and rear panel 8 symmetry on base 4, and development length is not less than the height of anter 7 and rear panel 8.As shown in Figure 1.
Concrete enforcement duration base U-shaped connector 3 can adopt the metal connecting piece (as: can adopt galvanizing by dipping, the moistureproof mistake to mould processing) through corrosion-resistance treatment also can adopt the connector of high strength composite (as the fine plate of carbon, high-strength plastic flitch etc.) manufacturing, one side that does not link to each other with base 4 of the anter 7 of its formation opening 6 and rear panel 8 is provided with the circular arc chamfering, shown in Fig. 3,6,7,9.
Be used on the anter 7 of long base U-shaped connector 3 and the rear panel 8 to install connecting screw rod 9 through hole 10 can along the double layout in center line both sides of short transverse (also can four rows, six rows or eight rows ... arrange) or be round and arrange, double arrangement is shown in Fig. 3,7, round arranges shown in Fig. 6,9, similarly the through hole that installs screw rod 9 in being used on the crossbeam 2 also should with anter 7 and rear panel 8 on arrange equally.For the ease of installing of screw rod 9, through hole 10 can be processed into waist shape structure.
For further improving the supporting capacity of bonding strength and crossbeam, also can be connected supporting plate 11 at the anter 7 of long base U-shaped connector 3 and the bottom of rear panel 8, the base 4 that the length of supporting plate 11 starts from long base U-shaped connector 3 is the arc angling starting point of anter 7 or rear panel 8 finally, width is not more than the width of crossbeam 2, the thickness of supporting plate 11 is not more than the thickness of the sheet material on base 4, shown in Fig. 7,8,9.During concrete the installation, the base 4 of long base U-shaped connector 3 can be protruding on the surface of column 1, also can process one on the surface of column 1 groove is installed, and the size that this installation groove is gone into column 1 is not less than base 4 sizes.
What Fig. 1-9 represented is a kind of monolateral post beam syndeton, when the both sides at column are symmetrically connected with crossbeam, can obtain Figure 10, two cross beam type beam column syndetons of utilizing syndeton of the present utility model to form of 11, 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.Can be earlier when structure shown in Figure 10 is installed the long base U-shaped connector 3 usefulness screw rods 5 on both sides be fixed, again crossbeam is inserted in the U-shaped opening on both sides more respectively with connecting screw rod 9 and make crossbeam and grow base U-shaped connector 3 and be connected.
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 (7)
1, a kind of composite material or composite wood intermediate layer beam column high strength syndeton, it comprises column (1) and crossbeam (2), the upper end that it is characterized in that described column (1) is equipped with long base U-shaped connector (3), the base (4) of long base U-shaped connector (3) is fixed on column (1) one side relative with the link of crossbeam (2) by connecting screw rod (5), in the opening (6) of the one end long base U-shaped connector of insertion (3) of crossbeam (2) and by passing the anter (7) that forms opening (6) respectively, the connecting screw rod (9) of rear panel (8) and crossbeam (2) end is linked to be an integral body, and the height of described base (4) is greater than the height of anter (7) and rear panel (8) and on anter (7) and rear panel (8), extend on following both sides.
2, composite material according to claim 1 or composite wood intermediate layer beam column high strength syndeton, it is characterized in that described long base U-shaped connector (3) for through the metal connecting piece or the high strength composite connector of corrosion-resistance treatment, the anter (7) of its formation opening (6) and rear panel (8) not with base (4) one side link to each other be provided with the circular arc chamfering.
3, composite material according to claim 1 or composite wood intermediate layer beam column high strength syndeton is characterized in that the center line both sides of the anter (7) of described long base U-shaped connector (3) and rear panel (8) upper edge short transverse are provided with two rows, two rows are above or a circle is used to install the through hole (10) of screw rod (9).
4, composite material according to claim 1 and 2 or composite wood intermediate layer beam column high strength syndeton, it is characterized in that the anter (7) of described long base U-shaped connector (3) and the bottom of rear panel (8) are connected with supporting plate (11), the base (4) that the length of supporting plate (11) starts from long base U-shaped connector (3) is the arc angling starting point of anter (7) or rear panel (8) finally; The width of supporting plate (11) is not more than the width of crossbeam (2), and thickness is not more than the sheet metal thickness of base (4).
5, composite material according to claim 1 or composite wood intermediate layer beam column high strength syndeton is characterized in that described screw rod (5,9) is corrosion resistant metal screw rod or high strength composite screw rod.
6, composite material according to claim 1 or composite wood intermediate layer beam column high strength syndeton, the upper end that it is characterized in that described column (1) are provided with one groove are installed, and the size that this installation groove is gone into column (1) is not less than the size of base (4).
7, composite material according to claim 1 or composite wood intermediate layer beam column high strength syndeton is characterized in that described base (4) is not less than the height of anter (7) and rear panel (8) to the length of the upper and lower both sides extension of anter (7) and rear panel (8).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009200398117U CN201395873Y (en) | 2009-04-27 | 2009-04-27 | High-strength connecting structure for composite material or composite wood middle layer beam column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009200398117U CN201395873Y (en) | 2009-04-27 | 2009-04-27 | High-strength connecting structure for composite material or composite wood middle layer beam column |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201395873Y true CN201395873Y (en) | 2010-02-03 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2009200398117U Expired - Fee Related CN201395873Y (en) | 2009-04-27 | 2009-04-27 | High-strength connecting structure for composite material or composite wood middle layer beam column |
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| Country | Link |
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| CN (1) | CN201395873Y (en) |
Cited By (8)
| 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 |
| CN103276811A (en) * | 2013-05-14 | 2013-09-04 | 南京工业大学 | Screw hole enhanced type large-span glued wood column beam connecting structure |
| CN103276816A (en) * | 2013-05-14 | 2013-09-04 | 南京工业大学 | Slot enhancement mode large-span glued wood post roof beam connection structure |
| CN103498513A (en) * | 2013-10-14 | 2014-01-08 | 常州工学院 | Bolt connection node for bamboo/wood frame structure in which beam and column are clamped outside steel plate |
| CN103556711A (en) * | 2013-10-15 | 2014-02-05 | 南京工业大学 | Assembled wood structure bar planting node and construction method thereof |
| 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 |
| WO2017069698A1 (en) * | 2015-10-21 | 2017-04-27 | 2Elms Pte. Ltd. | Support apparatus and its components |
| CN110442982A (en) * | 2019-08-09 | 2019-11-12 | 南京工业大学 | Unilateral rivet pulling rivet structure for composite material and design method thereof |
-
2009
- 2009-04-27 CN CN2009200398117U patent/CN201395873Y/en not_active Expired - Fee Related
Cited By (17)
| 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 |
| CN103276811A (en) * | 2013-05-14 | 2013-09-04 | 南京工业大学 | Screw hole enhanced type large-span glued wood column beam connecting structure |
| CN103276816A (en) * | 2013-05-14 | 2013-09-04 | 南京工业大学 | Slot enhancement mode large-span glued wood post roof beam connection structure |
| CN103276816B (en) * | 2013-05-14 | 2015-12-30 | 南京工业大学 | Slot enhancement mode large-span glued wood post roof beam connection structure |
| CN103276811B (en) * | 2013-05-14 | 2016-02-24 | 南京工业大学 | Screw hole enhanced type large-span glued wood column beam connecting structure |
| CN103498513A (en) * | 2013-10-14 | 2014-01-08 | 常州工学院 | Bolt connection node for bamboo/wood frame structure in which beam and column are clamped outside steel plate |
| CN103556711A (en) * | 2013-10-15 | 2014-02-05 | 南京工业大学 | Assembled wood structure bar planting node and construction method thereof |
| TWI725063B (en) * | 2015-10-21 | 2021-04-21 | 新加坡商仁伊私人有限公司 | Connector, combination and method of coupling two or more components together using the connector |
| WO2017069698A1 (en) * | 2015-10-21 | 2017-04-27 | 2Elms Pte. Ltd. | Support apparatus and its components |
| KR20180074729A (en) * | 2015-10-21 | 2018-07-03 | 2이엘엠에스 피티이. 엘티디. | Supporting device and its parts |
| EA037901B1 (en) * | 2015-10-21 | 2021-06-03 | 2Элмс Пте. Лтд. | Connector for coupling two or more components together, combination of connector and two or more components and method of binding two or more components together using connector |
| TWI796652B (en) * | 2015-10-21 | 2023-03-21 | 新加坡商仁伊私人有限公司 | Load bearing connector and support apparatus |
| KR102666391B1 (en) | 2015-10-21 | 2024-05-14 | 2이엘엠에스 피티이. 엘티디. | Support devices and their parts |
| 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 |
| CN110442982A (en) * | 2019-08-09 | 2019-11-12 | 南京工业大学 | Unilateral rivet pulling rivet structure for composite material and design method thereof |
| CN110442982B (en) * | 2019-08-09 | 2021-10-12 | 南京工业大学 | Unilateral rivet pulling rivet structure for composite material and design method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20100203 Termination date: 20150427 |
|
| EXPY | Termination of patent right or utility model |