CN201381555Y - Composite material or composite wood intermediate layer beam-column connection structure - Google Patents
Composite material or composite wood intermediate layer beam-column connection structure 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
- column
- composite material
- connector
- composite
- connection structure
- 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
- Joining Of Building Structures In Genera (AREA)
Abstract
一种复合材料或复合木材中间层梁柱连接结构，包括立柱(1)和横梁(2)，其特征是所述的横梁(2)的一端通过连接件(3)与立柱(1)相连，所述的连接件(3)由与立柱(1)相连的底板(4)及插入横梁(2)端部的、与底板(4)垂直相连的插片(5)组成，底板(4)通过穿过立柱(1)的耐腐蚀金属螺杆或复合材料螺杆(6)与立柱(1)相连，插片(5)也通过穿过横梁(2)和插片(5)的耐腐蚀金属螺杆或复合材料螺杆(6)与横梁(2)相连。本实用新型结构简单，连接可靠，为复合材料或复合木材在建筑领域的应用奠定了基础。
A beam-column connection structure in the middle layer of composite material or composite wood, comprising a column (1) and a beam (2), characterized in that one end of the beam (2) is connected to the column (1) through a connector (3), The connector (3) is composed of a bottom plate (4) connected to the column (1) and an insertion piece (5) inserted into the end of the beam (2) and vertically connected to the bottom plate (4). The bottom plate (4) passes through The corrosion-resistant metal screw or composite material screw (6) passing through the column (1) is connected with the column (1), and the insert (5) is also passed through the corrosion-resistant metal screw or The composite material screw rod (6) is connected with the beam (2). The utility model has simple structure and reliable connection, which lays a foundation for the application of composite materials or composite wood in the field of construction.
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.
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 | Composite material or composite wood intermediate layer beam-column connection structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN200920040635U CN201381555Y (en) | 2009-04-21 | 2009-04-21 | Composite material or composite wood intermediate layer beam-column connection structure |
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 Expired - Fee Related CN201381555Y (en) | 2009-04-21 | 2009-04-21 | Composite material or composite wood intermediate layer beam-column connection structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201381555Y (en) |
Cited By (7)
| 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 wood column-beam connecting structure |
| CN103276812A (en) * | 2013-05-14 | 2013-09-04 | 南京工业大学 | Comprehensive enhanced large-span glued wood column-beam connecting structure |
| 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 node |
| 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 |
| CN107268786A (en) * | 2017-06-22 | 2017-10-20 | 李新华 | Construction set |
-
2009
- 2009-04-21 CN CN200920040635U patent/CN201381555Y/en not_active Expired - Fee Related
Cited By (10)
| 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 wood column-beam connecting structure |
| CN103276812A (en) * | 2013-05-14 | 2013-09-04 | 南京工业大学 | Comprehensive enhanced large-span glued wood column-beam connecting structure |
| CN103276812B (en) * | 2013-05-14 | 2015-11-04 | 南京工业大学 | Comprehensive enhanced large-span glued wood column-beam connecting structure |
| CN103276814B (en) * | 2013-05-14 | 2015-12-30 | 南京工业大学 | Face hole enhanced type large-span glued wood column-beam connecting structure |
| 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 node |
| 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 |
| CN107268786A (en) * | 2017-06-22 | 2017-10-20 | 李新华 | Construction set |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN201381555Y (en) | Composite material or composite wood intermediate layer beam-column connection structure | |
| CN201395873Y (en) | Composite material or composite wood interlayer beam-column high-strength connection structure | |
| CN206554274U (en) | Novel fabricated timber buildings cross steel plate connecting node | |
| CN201395872Y (en) | Composite material or composite wood top layer beam-column high-strength connection structure | |
| CN202264271U (en) | Hollow reconsolidated bamboo column | |
| CN106284690A (en) | A kind of reinforced assembled wood frame construction bean column node | |
| CN201381550Y (en) | Composite material or composite wood top floor beam-column connection structure | |
| CN203238951U (en) | Box girder steel pipe arc bracket | |
| CN206070732U (en) | A kind of cross timber structure node and its connector | |
| CN202706210U (en) | House beam with mortise-tenon structure | |
| CN205654121U (en) | Ancient building purlin is consolidated with girder segment point and is repaired structure | |
| CN206110366U (en) | Assembled wood frame structure beam column node | |
| CN203834694U (en) | Steel and wood connection structure | |
| CN204414671U (en) | The wooden engineering material truss core structure that a kind of novel Tenon combines | |
| CN108582299B (en) | Bamboo wood anisotropic combined structure | |
| CN206110367U (en) | Strenghthened type assembled wood frame structure beam column node | |
| CN215792247U (en) | Novel light strong structure aluminium major board | |
| CN209760653U (en) | Connection structure of wood decorative board and reinforced concrete roof beam | |
| CN209942038U (en) | Bamboo laminated wood up-down splicing beam | |
| CN209293198U (en) | A kind of connection structure of wallboard and girder steel | |
| CN206070738U (en) | A kind of high stability safety combines lattice column | |
| CN105604235A (en) | Building laminated timber and construction method thereof | |
| CN204023797U (en) | A kind of back timber of steel house and the connection fittings of center stand column | |
| CN205153310U (en) | Steel structure column | |
| CN204112594U (en) | Honeycomb-shaped steel web-steel pipe concrete flange combined section L-shaped column |
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: 20100113 Termination date: 20150421 |
|
| EXPY | Termination of patent right or utility model |