CN201679096U - Wooden pillar base shock-resistant quick assembly connector - Google Patents
Wooden pillar base shock-resistant quick assembly connector Download PDFInfo
- Publication number
- CN201679096U CN201679096U CN2010201421715U CN201020142171U CN201679096U CN 201679096 U CN201679096 U CN 201679096U CN 2010201421715 U CN2010201421715 U CN 2010201421715U CN 201020142171 U CN201020142171 U CN 201020142171U CN 201679096 U CN201679096 U CN 201679096U
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- CN
- China
- Prior art keywords
- chipware
- pillar base
- suspension column
- steel
- bolt
- 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
- 230000035939 shock Effects 0.000 title abstract 2
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 16
- 239000010959 steel Substances 0.000 claims abstract description 16
- 239000000725 suspension Substances 0.000 claims description 21
- 239000004575 stone Substances 0.000 claims description 7
- 238000010276 construction Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 239000002023 wood Substances 0.000 description 2
- 238000004873 anchoring Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000007667 floating Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model relates to a wooden pillar base shock-resistant quick assembly connector, and relates to a building component, in particular to wooden framed house pillar base connecting device, which belongs to the technical field of buildings. The wooden pillar base connecting device is characterized in that an anchor bolt hole is arranged on the edge of a steel connecting bottom board, a fixed core is disposed in the middle of the steel connecting bottom board, a groove consistent to the fixed core in shape is disposed at the lower end of a wooden pillar base, the wooden pillar base is connected with the fixed core through a connecting bolt, and the steel connecting bottom board is connected with a concrete pier through the anchor bolt. The wooden pillar base connecting device is simple in structure and low in cost, can enhance pillar base horizontal tensile, and is simple and highly efficient in connection and convenient in operation.
Description
Technical field
The utility model relates to a kind of building unit, and particularly wooden frame structure suspension column linkage belongs to technical field of buildings.
Background technology
At present, the way great majority of tradition wooden construction suspension column are, being connected to floating pendulum-type plane contact or having pin tenon (little formula wood structure) of post and patten is inserted in the capital stone in " sea eye ", or capital stone made " cover top " form, bear the horizontal direction effect by the frictional force between at the bottom of patten top and the post.But under big shake effect, the suspension column place produces pulling force, with the stone base of column slippage can take place at the bottom of the post, even comes off and cause structural collapse to destroy.
Summary of the invention
In order to improve the not enough characteristics with the tensile property difference of traditional wooden construction horizontal side force of suspension column when the big shake, the purpose of utility model provides a kind of pin suspension column antidetonation Rapid Combination connector, can strengthen the horizontal drag of suspension column, and connect simple efficient, easy to operate.
The technical scheme that its technical problem that solves the utility model adopts is: connect bottom edge at steel and be provided with anchor (bolt) hole, connect the base plate middle part at steel fixedly chipware is set, pin suspension column lower end is provided with and the fixing consistent groove of chipware shape, the pin suspension column is connected and fixed chipware by connecting bolt, and steel connects base plate and connects concrete pier base by stone bolt.
Anchor (bolt) hole on the described steel connection base plate is arranged on four angles at edge, and described fixedly chipware adopts right-angled intersection chipware or cylindrical chipware.
Described connecting bolt connects pin suspension column and fixing chipware from vertical both direction respectively.
Assemble method of the present utility model is: use concrete embedding stone bolt in advance at the bottom of post, fixedly the steel connection base plate and the concrete pier base of chipware are fixed with welding, the respective slot of pin suspension column lower end is inserted with fixing chipware and is cooperated, then connecting bolt is passed pin suspension column and the fixing bolt hole on the chipware, fastening nut can bear bigger horizontal side force.
These the beneficial effects of the utility model are: strengthen the horizontal drag of suspension column, and connect simply efficiently, and easy to operate, can, the efficiency of construction of quickening modern wood structure.When earthquake was arrived, concrete pier base, steel connecting elements and pin bore horizontal shear jointly, had improved the anti-horizontal side force ability of suspension column.
Description of drawings
Below in conjunction with drawings and Examples the utility model is further specified.
Fig. 1 is the structural representation of one of the utility model embodiment,
Fig. 2 is two the structural representation of the utility model embodiment.
Among the figure: pin 1, right-angled intersection groove 2, right-angled intersection chipware 3, stone bolt 4, steel connect base plate 5, connecting bolt 6, cylindrical chipware 7.
The specific embodiment
Referring to Fig. 1,2, pre-embedded anchoring bolts 4 in concrete pier base, and the steel of rectangle connects base plate 5 edges and is provided with anchor (bolt) hole for four jiaos, is fixed on the concrete pier base.The middle part that steel connects base plate 5 is welded with fixedly chipware, and fixedly chipware can be made into right-angled intersection chipware 3 or cylindrical chipware 7 according to actual needs, has connecting hole at the fixing vertical both direction of chipware.The suspension column lower end of pin 1 also offers with fixedly the chipware shape is consistent cruciform shape or cylinder shape groove, pin 1 be also corresponding to be provided with vertical both direction connecting hole, by connecting bolt 6 pin 1 and fixing chipware is connected and fixed.
Claims (3)
1. pin suspension column antidetonation Rapid Combination connector, it is characterized in that: connect bottom edge at steel and be provided with anchor (bolt) hole, connect the base plate middle part at steel fixedly chipware is set, pin suspension column lower end is provided with and the fixing consistent groove of chipware shape, the pin suspension column is connected and fixed chipware by connecting bolt, and steel connects base plate and connects concrete pier base by stone bolt.
2. pin suspension column antidetonation Rapid Combination connector according to claim 1 is characterized in that: the anchor (bolt) hole on the steel connection base plate is arranged on four angles at edge, and described fixedly chipware adopts right-angled intersection chipware or cylindrical chipware.
3. pin suspension column antidetonation Rapid Combination connector according to claim 2 is characterized in that: connecting bolt connects pin suspension column and fixing chipware from vertical both direction respectively.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010201421715U CN201679096U (en) | 2010-03-26 | 2010-03-26 | Wooden pillar base shock-resistant quick assembly connector |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010201421715U CN201679096U (en) | 2010-03-26 | 2010-03-26 | Wooden pillar base shock-resistant quick assembly connector |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201679096U true CN201679096U (en) | 2010-12-22 |
Family
ID=43344146
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010201421715U Expired - Fee Related CN201679096U (en) | 2010-03-26 | 2010-03-26 | Wooden pillar base shock-resistant quick assembly connector |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201679096U (en) |
Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102251677A (en) * | 2011-04-27 | 2011-11-23 | 武汉万福兴科技有限公司 | Method for manufacturing shockproof wooden house |
| CN102644326A (en) * | 2011-02-21 | 2012-08-22 | 日立机材株式会社 | Column connecting component and column connecting structure |
| CN102733485A (en) * | 2011-03-31 | 2012-10-17 | 日立机材株式会社 | Component for connecting pillar |
| CN102979252A (en) * | 2011-09-07 | 2013-03-20 | 德胜（苏州）洋楼有限公司 | Porch vertical column for wood-structure building |
| CN103741798A (en) * | 2014-01-27 | 2014-04-23 | 马大伟 | Universal support of modular architecture |
| CN106337502A (en) * | 2016-09-23 | 2017-01-18 | 常州工学院 | Comprehensive connecting structure of multi/high-layer wood structure column, beam and wall and construction method thereof |
| CN107447864A (en) * | 2017-09-25 | 2017-12-08 | 浙江昱美创新建筑科技有限公司 | A kind of house pillar stand tail structure |
| CN107460950A (en) * | 2017-09-25 | 2017-12-12 | 浙江昱美创新建筑科技有限公司 | A kind of prefabricated buildings |
| CN107663927A (en) * | 2017-09-19 | 2018-02-06 | 温州天泽建设有限公司 | A kind of regeneration concrete steel structural upright column and its construction technology |
| CN108951882A (en) * | 2017-05-17 | 2018-12-07 | 吴方华 | Bolt reinforcing bar bolt prefabrication and assembly construction timber structure foot joint |
| CN109057487A (en) * | 2018-08-18 | 2018-12-21 | 张文英 | Steel frame construction stand shock-resistant structure |
| CN109898744A (en) * | 2019-03-01 | 2019-06-18 | 北京工业大学 | A kind of cross foot joint of Self-resetting adding replaceable Γ shape anti-side shear wall |
| CN111287209A (en) * | 2020-02-22 | 2020-06-16 | 青岛理工大学 | Recoverable steel-wood combined column base and installation method thereof |
-
2010
- 2010-03-26 CN CN2010201421715U patent/CN201679096U/en not_active Expired - Fee Related
Cited By (19)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102644326A (en) * | 2011-02-21 | 2012-08-22 | 日立机材株式会社 | Column connecting component and column connecting structure |
| CN102644326B (en) * | 2011-02-21 | 2014-08-27 | 日立机材株式会社 | Column connecting component and column connecting structure |
| CN102733485A (en) * | 2011-03-31 | 2012-10-17 | 日立机材株式会社 | Component for connecting pillar |
| CN102733485B (en) * | 2011-03-31 | 2014-07-16 | 日立机材株式会社 | Component for connecting pillar |
| CN102251677A (en) * | 2011-04-27 | 2011-11-23 | 武汉万福兴科技有限公司 | Method for manufacturing shockproof wooden house |
| CN102979252A (en) * | 2011-09-07 | 2013-03-20 | 德胜（苏州）洋楼有限公司 | Porch vertical column for wood-structure building |
| CN103741798A (en) * | 2014-01-27 | 2014-04-23 | 马大伟 | Universal support of modular architecture |
| CN103741798B (en) * | 2014-01-27 | 2016-04-06 | 马大伟 | A kind of universal stand of modular architectural |
| CN106337502A (en) * | 2016-09-23 | 2017-01-18 | 常州工学院 | Comprehensive connecting structure of multi/high-layer wood structure column, beam and wall and construction method thereof |
| CN108951882A (en) * | 2017-05-17 | 2018-12-07 | 吴方华 | Bolt reinforcing bar bolt prefabrication and assembly construction timber structure foot joint |
| CN108951882B (en) * | 2017-05-17 | 2021-05-11 | 吴方华 | Bolt reinforcing bar bolt prefabricated assembly timber structure column base node |
| CN107663927A (en) * | 2017-09-19 | 2018-02-06 | 温州天泽建设有限公司 | A kind of regeneration concrete steel structural upright column and its construction technology |
| CN107663927B (en) * | 2017-09-19 | 2019-07-23 | 温州天泽建设有限公司 | A kind of regeneration concrete steel structural upright column and its construction technology |
| CN107447864A (en) * | 2017-09-25 | 2017-12-08 | 浙江昱美创新建筑科技有限公司 | A kind of house pillar stand tail structure |
| CN107460950A (en) * | 2017-09-25 | 2017-12-12 | 浙江昱美创新建筑科技有限公司 | A kind of prefabricated buildings |
| CN109057487A (en) * | 2018-08-18 | 2018-12-21 | 张文英 | Steel frame construction stand shock-resistant structure |
| CN109057487B (en) * | 2018-08-18 | 2020-07-31 | 青岛义和钢构有限公司 | Steel frame construction stand shock-resistant structure |
| CN109898744A (en) * | 2019-03-01 | 2019-06-18 | 北京工业大学 | A kind of cross foot joint of Self-resetting adding replaceable Γ shape anti-side shear wall |
| CN111287209A (en) * | 2020-02-22 | 2020-06-16 | 青岛理工大学 | Recoverable steel-wood combined column base and installation method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20101222 Termination date: 20130326 |