CN201381550Y - Composite material or composite wood top floor beam-column connection structure - Google Patents
Composite material or composite wood top floor beam-column connection structure Download PDFInfo
- Publication number
- CN201381550Y CN201381550Y CN200920040634U CN200920040634U CN201381550Y CN 201381550 Y CN201381550 Y CN 201381550Y CN 200920040634 U CN200920040634 U CN 200920040634U CN 200920040634 U CN200920040634 U CN 200920040634U CN 201381550 Y CN201381550 Y CN 201381550Y
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- China
- Prior art keywords
- composite material
- column
- composite
- connection structure
- top floor
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- Expired - Fee Related
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- 239000002131 composite material Substances 0.000 title claims abstract description 57
- 239000002023 wood Substances 0.000 title claims abstract description 25
- 239000002184 metal Substances 0.000 claims abstract description 15
- 230000007797 corrosion Effects 0.000 claims abstract description 14
- 238000005260 corrosion Methods 0.000 claims abstract description 14
- 238000010276 construction Methods 0.000 abstract description 2
- 238000010586 diagram Methods 0.000 description 4
- 239000007787 solid Substances 0.000 description 4
- 238000004519 manufacturing process Methods 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 1
- 241000276425 Xiphophorus maculatus Species 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000002146 bilateral effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000007493 shaping process Methods 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
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- Rod-Shaped Construction Members (AREA)
Abstract
一种复合材料或复合木材顶层梁柱连接结构，包括立柱(1)和横梁(2)，其特征是所述的横梁(2)与立柱(1)相对一端上设有插槽(3)，T形连接件(4)的直边(5)插入所述的插槽(3)中并通过穿过横梁(2)的耐腐蚀金属螺杆或复合材料螺杆(6)定位在插槽(3)中，T形连接件(4)的直边(5)相垂直的底边(7)通过穿过立柱(1)的连接耐腐蚀金属螺杆或复合材料螺杆(8)与立柱(1)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 on the top layer of composite material or composite wood, comprising a column (1) and a beam (2), characterized in that the opposite end of the beam (2) to the column (1) is provided with a slot (3), The straight side (5) of the T-shaped connector (4) is inserted into the slot (3) and positioned in the slot (3) by a corrosion-resistant metal screw or composite material screw (6) passing through the beam (2) Among them, the bottom edge (7) perpendicular to the straight side (5) of the T-shaped connector (4) is connected to the column (1) through the connecting corrosion-resistant metal screw or composite material screw (8) passing through the column (1). 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, especially a kind of syndeton of beam column of top building structure, specifically a kind of composite material or composite wood top 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 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 top 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 top layer beam column syndeton that all kinds of architectural tops use that be suitable for.
The technical solution of the utility model is:
A kind of composite material or composite wood top layer beam column syndeton, comprise column 1 and crossbeam 2, it is characterized in that described crossbeam 2 is provided with slot 3 with column 1 a relative end, the straight flange 5 of T-connecting piece 4 inserts in the described slot 3 and by corrosion resistant metal screw rod or the composite material screw rod 6 that passes crossbeam 2 and is positioned in the slot 3, and the straight flange 5 perpendicular bases 7 of T-connecting piece 4 link to each other with column 1 by connection corrosion resistant metal screw rod or the composite material screw rod 8 that passes column 1.
Described T-connecting piece 4 is metal connecting piece or composite material connector through corrosion-resistance treatment, and the straight flange 5 that it inserts in the crossbeam 2 has circular arc chamfering 9.
The center line both sides of the straight flange 5 upper edge short transverses of described T-connecting piece 4 are provided with two rows, two rows are above or a circle is used to install the through hole 10 of corrosion resistant metal screw rod or composite material screw rod 6.
The straight flange 5 of described T-connecting piece 4 is connected with collet 11, and the base that the length of collet 11 starts from connector 4 is the segmental arc starting point of straight flange 5 finally.
The beneficial effects of the utility model:
The utility model had both satisfied the requirement of bonding strength for the top layer beam column connection of composite material or composite wood provides simple and practical syndeton, satisfied durability and requirement attractive in appearance 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 beam column syndeton schematic diagram of the present utility model.
Fig. 2 is the plan structure schematic diagram of Fig. 1.
Fig. 3 be T-connecting piece 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 T-connecting piece of the present utility model face two of structural representation.
Fig. 7 be T-connecting piece of the present utility model face three of structural representation.
Fig. 8 is the vertical view of Fig. 7.
Fig. 9 be T-connecting piece of the present utility model face four of structural representation.
Figure 10 is the vertical view of Fig. 9.
Figure 11 is a bilateral beam column syndeton schematic diagram of the present utility model.
Figure 12 is the plan structure schematic diagram of Figure 11.
The specific embodiment
Below in conjunction with drawings and Examples the utility model is further described.
Shown in Fig. 1-12.
A kind of composite material or composite wood top layer beam column syndeton, comprise that a column 1 that is shaped by composite material or composite wood (can be square column or cylinder, can adopt the prior art manufacturing, customization or directly from market purchasing) and one equally (can be square column or cylinder by the crossbeam 2 of composite material or composite wood shaping, can adopt the prior art manufacturing, the customization or directly from market purchasing), as shown in Figure 1, crossbeam 2 is provided with slot 3 with column 1 a relative end, the straight flange 5 of T-connecting piece 4 inserts in the described slot 3 and by corrosion resistant metal screw rod or the composite material screw rod 6 that passes crossbeam 2 and is positioned in the slot 3, the straight flange 5 perpendicular bases 7 of T-connecting piece 4 link to each other with column 1 by connection corrosion resistant metal screw rod or the composite material screw rod 8 that passes column 1, as Fig. 2.T-connecting piece 4 can adopt metal connecting piece or the composite material connector through corrosion-resistance treatment, and its straight flange 5 that inserts in the crossbeam 2 has circular arc chamfering 9, shown in Fig. 3,7,6,9.The straight flange 5 of described T-connecting piece 4 is provided with the through hole 10 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.One row then respectively is set in the both sides of straight flange 5 respectively on the base 7 of T-connecting piece is used to install the through hole that connects corrosion resistant metal screw rod or composite material screw rod 8, the through hole that installs corrosion resistant metal screw rod or composite material screw rod 6,8 all can be processed into the waist hole so that install.
During concrete enforcement, the straight flange 5 of T-connecting piece 4 also can be connected with trapezoidal tabular collet 11, the base that the length of collet 11 starts from connector 4 finally the segmental arc starting point of straight flange 5 shown in Fig. 8,10.
Figure 11, the 12nd, two cross beam type beam column syndetons 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 (5)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN200920040634U CN201381550Y (en) | 2009-04-21 | 2009-04-21 | Composite material or composite wood top floor beam-column connection structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN200920040634U CN201381550Y (en) | 2009-04-21 | 2009-04-21 | Composite material or composite wood top floor beam-column connection structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201381550Y true CN201381550Y (en) | 2010-01-13 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN200920040634U Expired - Fee Related CN201381550Y (en) | 2009-04-21 | 2009-04-21 | Composite material or composite wood top floor beam-column connection structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201381550Y (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
-
2009
- 2009-04-21 CN CN200920040634U patent/CN201381550Y/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
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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: 20100113 Termination date: 20150421 |
|
| EXPY | Termination of patent right or utility model |