CN207700530U - A kind of steel-wood structure coupled column - Google Patents
A kind of steel-wood structure coupled column Download PDFInfo
- Publication number
- CN207700530U CN207700530U CN201721883399.8U CN201721883399U CN207700530U CN 207700530 U CN207700530 U CN 207700530U CN 201721883399 U CN201721883399 U CN 201721883399U CN 207700530 U CN207700530 U CN 207700530U
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- China
- Prior art keywords
- steel
- cross
- shaped steel
- flitch
- coupled column
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- 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
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Abstract
A kind of steel-wood structure coupled column, including cross-shaped steel are respectively arranged with flitch in four slots of cross-shaped steel, the upper supporting plate for being used to support crossbeam are provided at the top of cross-shaped steel, the bottom of cross-shaped steel is provided with buried iron plate；The lower end of flitch is provided with the lower carrier plate being connected with cross-shaped steel, and there are gaps between the upper end and upper supporting plate of flitch；Be provided with below buried iron plate it is multiple rows of take off ground bolt；When use, it wears octagonal bolt to connect cross square steel with flitch, takes off ground bolt and paid in advance in advance in underground, with concrete casting, ground bolt will be taken off again to connect with buried iron plate, the utility model has the advantages that quick assembling, light-weight, toughness is high, reduces engineering cost.
Description
Technical field
The utility model is related to load-bearing pillar, support column technical fields, and in particular to a kind of steel-wood structure coupled column.
Background technology
House load-bearing pillar at present, factory's support column mostly use armored concrete and i shaped steel structure, concrete structure because
From great, poor seismic behavior, the bad spies such as the period is long and serious by seasonal effect, and the existing security risk of personnel's operation is big are poured
Point；
I shaped steel structure, because steel construction intensity is high, poor toughness, and when for higher buildings object, steel construction can be because of stiffness
Problem is there are lateral deviation phenomenon and is not easy to correct；
All existing for the two repeatedly to utilize, and scene need to be subjected to, from great, such as Special Ring
The bad weathers such as border, such as earthquake, typhoon easily cause the bad phenomenons such as casualties.
Invention content
For the above-mentioned the deficiencies in the prior art of customer service, the utility model provides a kind of steel-wood structure coupled column, has fast
Quick-mounting is matched, factory is preset in advance, whole assembly welding, light-weight, whole stiffness, toughness are high, reduces engineering cost feature.
In order to achieve the above object, the technical solution adopted in the utility model is：
A kind of steel-wood structure coupled column, including cross-shaped steel 1 are respectively arranged with flitch 2 in four slots of cross-shaped steel 1,
The top of cross-shaped steel 1 is provided with the upper supporting plate 6 for being used to support crossbeam, and the bottom of cross-shaped steel 1 is provided with buried iron plate 7；Wood
The lower end of side 2 is provided with the lower carrier plate 4 being connected with cross-shaped steel 1, and there are gaps between the upper end and upper supporting plate 6 of flitch 2；It buries
The lower section of ground iron plate 7 be provided with it is multiple rows of take off ground bolt 5.
Further, corresponding octagonal bolt hole, cross-shaped steel 1 and flitch are reserved on the cross-shaped steel 1 and flitch 2
2 to wearing octagonal bolt 3 by connecting.
Further, the specification to wearing octagonal bolt 3 is M20*140-M20*440, to wearing octagonal bolt 3 in length
The spacing in degree direction is arranged between 100-400mm.
Further, the specification of the cross-shaped steel 1 is 100-400mm*100-400mm, and thickness is 2.0-5.0mm's
Right-angled intersection square steel forms.
Further, the specification of the flitch 2 is 50-100mm*50-100mm；Flitch 2 and the gap of upper supporting plate 6 are
100-200mm。
Further, the specification of lower carrier plate 4 is 25*25mm*t5-100*100mm*t5, lower carrier plate 4 and buried iron plate 7
Distance is 150-200mm.
Further, described to take off there are four the ground settings of bolt 5, specification M20*200-500；Take off 90 ° of foldings of ground bolt 5
It is curved to be arranged at the 80-150mm of non-threaded direction.
Further, the upper supporting plate 6 is 100*100mm*t5-400*400mm*t5.
Further, the buried iron plate 7 is 200*200mm*t5-800*800mm*t5.
The beneficial effects of the utility model：
The utility model is suitble to the use under a variety of environment using the steel-wood structure of cross-shaped steel and flitch；Light weight, just
In transport and carry；Lumps of wood plasticity is stronger, can arbitrarily carve, and improves aesthetics；Flitch ensure that with 6 gap of upper supporting plate and dislike
Under bad environment, injury of the upper beam to coupled column is reduced, it is ensured that safety.
Description of the drawings
Fig. 1 is the structural schematic diagram of the utility model.
Specific implementation mode
The utility model is described in further detail below in conjunction with the accompanying drawings.
Shown in referring to Fig.1, a kind of steel-wood structure coupled column, including cross-shaped steel 1, the specification of cross steel 1 is 100-
400mm*100-400mm, the right-angled intersection square steel that thickness is 2.0-5.0mm are formed, are respectively set in four slots of cross-shaped steel 1
There is flitch 2, the specification of flitch 2 is 50-100mm*50-100mm；Corresponding octagonal bolt is reserved on cross-shaped steel 1 and flitch 2
By being connected to wearing octagonal bolt 3, flitch is detachable, can replace, not only ensure at any time for hole, cross-shaped steel 1 and flitch 2
Coupled column service life, be greatly reduced maintenance cost；Specification to wearing octagonal bolt 3 is M20*140-M20*440,
It is arranged between 100-400mm in the spacing of length direction to wearing octagonal bolt 3；The top of cross-shaped steel 1 is provided with for branch
The upper supporting plate 6 of crossbeam is supportted, upper supporting plate 6 is 100*100mm*t5-400*400mm*t5, and the gap of flitch 2 and upper supporting plate 6 is 100-
The bottom of 200mm, cross-shaped steel 1 are provided with buried iron plate 7, and buried iron plate 7 is 200*200mm*t5-800*800mm*t5；Wood
The lower end of side 2 is provided with the lower carrier plate 4 being connected with cross-shaped steel 1, and the specification of lower carrier plate 4 is 25*25mm*t5-100*
100mm*t5, lower carrier plate 4 are 150-200mm at a distance from buried iron plate 7；Between existing between the upper end and upper supporting plate 6 of flitch 2
Gap；The lower section of buried iron plate 7 be provided with it is multiple rows of take off ground bolt 5, take off ground bolt 5 setting there are four, specification M20*200-500；
90 ° of bendings for taking off ground bolt 5 are arranged at the 80-150mm of non-threaded direction.
The operation principle of the utility model：
At the construction field (site), it is only necessary to by connecting cross square steel 1 with flitch 2 to wearing octagonal bolt 3, take off ground bolt 5 and shift to an earlier date
Pay in advance in underground, with concrete casting, then ground bolt 5 will be taken off and connect with buried iron plate 7, flitch be it is detachable, can be with
It replaces at any time, the service life of the coupled column not only ensured has been greatly reduced maintenance cost；Lumps of wood plasticity is stronger, can be with
Meaning engraving, improves aesthetics；It takes off ground bolt to be bolted with lower sealing plate, ensure that the multiple utilization of this coupled column.
Claims (9)
1. a kind of steel-wood structure coupled column, which is characterized in that including cross-shaped steel (1), four slots of cross-shaped steel (1) are interior respectively
It is provided with flitch (2), the upper supporting plate (6) for being used to support crossbeam, the bottom of cross-shaped steel (1) are provided at the top of cross-shaped steel (1)
Portion is provided with buried iron plate (7)；The lower end of flitch (2) is provided with the lower carrier plate (4) being connected with cross-shaped steel (1), flitch (2)
Upper end and upper supporting plate (6) between there are gaps；Be provided with below buried iron plate (7) it is multiple rows of take off ground bolt (5).
2. a kind of steel-wood structure coupled column according to claim 1, which is characterized in that the cross-shaped steel (1) and wood
Corresponding octagonal bolt hole, cross-shaped steel (1) and flitch (2) are reserved in side (2) by being connected to wearing octagonal bolt (3).
3. a kind of steel-wood structure coupled column according to claim 2, which is characterized in that described to wearing octagonal bolt (3)
Specification be M20*140-M20*440, arranged between 100-400mm in the spacing of length direction to wearing octagonal bolt (3).
4. a kind of steel-wood structure coupled column according to claim 1, which is characterized in that the rule of the cross-shaped steel (1)
Lattice are 100-400mm*100-400mm, and the right-angled intersection square steel that thickness is 2.0-5.0mm forms.
5. a kind of steel-wood structure coupled column according to claim 1, which is characterized in that the specification of the flitch (2) is
50-100mm*50-100mm；The gap of flitch 2 and upper supporting plate 6 is 100-200mm.
6. a kind of steel-wood structure coupled column according to claim 1, which is characterized in that the specification of lower carrier plate (4) is 25*
25mm*t5-100*100mm*t5, lower carrier plate (4) and buried iron plate (7) distance 150-200mm.
7. a kind of steel-wood structure coupled column according to claim 1, which is characterized in that the ground bolt (5) of taking off is arranged
There are four, specification M20*200-500；90 ° of bendings for taking off ground bolt (5) are arranged at the 80-150mm of non-threaded direction.
8. a kind of steel-wood structure coupled column according to claim 1, which is characterized in that the upper supporting plate (6) is 100*
100mm*t5-400*400mm*t5。
9. a kind of steel-wood structure coupled column according to claim 1, which is characterized in that the buried iron plate (7) is
200*200mm*t5-800*800mm*t5。
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721883399.8U CN207700530U (en) | 2017-12-28 | 2017-12-28 | A kind of steel-wood structure coupled column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721883399.8U CN207700530U (en) | 2017-12-28 | 2017-12-28 | A kind of steel-wood structure coupled column |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207700530U true CN207700530U (en) | 2018-08-07 |
Family
ID=63029891
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721883399.8U Expired - Fee Related CN207700530U (en) | 2017-12-28 | 2017-12-28 | A kind of steel-wood structure coupled column |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207700530U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109750794A (en) * | 2019-03-13 | 2019-05-14 | 沈阳工业大学 | Steel and wood composite column and combined method |
-
2017
- 2017-12-28 CN CN201721883399.8U patent/CN207700530U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109750794A (en) * | 2019-03-13 | 2019-05-14 | 沈阳工业大学 | Steel and wood composite column and combined method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| 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: 20180807 Termination date: 20201228 |