CN205653983U - Steel column column base fixed knot constructs - Google Patents
Steel column column base fixed knot constructs Download PDFInfo
- Publication number
- CN205653983U CN205653983U CN201620513365.9U CN201620513365U CN205653983U CN 205653983 U CN205653983 U CN 205653983U CN 201620513365 U CN201620513365 U CN 201620513365U CN 205653983 U CN205653983 U CN 205653983U
- Authority
- CN
- China
- Prior art keywords
- column
- steel
- steel column
- groove
- draw
- 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
Abstract
The utility model provides a steel column column base fixed knot constructs, include: embedded plate buries underground on concrete structure, the hole of vibrating is seted up and is worn to establish for the stick that vibrates on embedded plate, the limiting plate sets firmly on embedded plate, set up in the draw -in groove of column base, the adaptation is established in the appearance of limiting plate and then card and is connected in the limiting plate, and then the column base of steel column is connected on embedded plate. The utility model provides a concrete structure post and steel column connection lateral force problem, increaseed the lifting surface area, simultaneously, trompil on burying the board for the vibrate concrete of substructure post, it is closely knit in order to guarantee the concrete.
Description
Technical field
This utility model is specifically related to a kind of steel column foot fixed structure.
Background technology
Traditional xoncrete structure column top connection side's shape steel pipe column then uses and sets at concrete column top
Putting buried plate, buried plate is welded and fixed with square steel column periphery.But, this kind of construction method makes square bar
Post only leans on weld seam stress, especially sidewise restraint with the connection of concrete column so that this node exists
Quality and potential safety hazard.In addition, closing buried plate is used to fix rectangular steel tube, then TOC
Cannot vibrate, difficult quality guarantee.
Utility model content
For overcoming the defect existing for prior art, a kind of steel column foot fixed structure of existing offer, to solve
Concrete structure column is connected lateral force problem with steel column, increases lifting surface area, meanwhile, on buried plate
Perforate, for the concrete of substructure post that vibrates, to ensure concrete compaction.
For achieving the above object, it is provided that a kind of steel column foot fixed structure, including:
Embedded board, is embedded on xoncrete structure；
Vibrate hole, be opened on described embedded board and wear for vibrating spear；
Limiting plate, is fixedly arranged on described embedded board；
Be opened in the draw-in groove of described suspension column, adapt to the profile of described limiting plate so that card set be connected to described
Limiting plate, and then the suspension column of described steel column is connected on described embedded board.
Having the beneficial effects that of this utility model steel column foot fixed structure,
1) by offering hole of vibrating on embedded board, for the concrete of substructure post that vibrates, to protect
Card concrete compaction；
2) set, by the draw-in groove card of suspension column, the limiting plate being connected on embedded board, further steel column is played
The effect of lateral Displacement, more existing only the most firm with xoncrete structure by welding manner connection steel column.
Preferably, described embedded board has crab-bolt, and described crab-bolt is anchored in described xoncrete structure.
Preferably, the bottom of described crab-bolt is hook solid.
Preferably, described limiting plate is cross steel plate and is erected on described embedded board, the described steel column side of being
Steel pipe, each sidewall of described suspension column all offers a draw-in groove, and described draw-in groove is along each described sidewall
Vertical center line is offered, and the length of described draw-in groove is more than or equal to the height of described cross steel plate.
Preferably, described cross steel plate welds with described draw-in groove.
Accompanying drawing explanation
Fig. 1 is the overall structure schematic diagram of this utility model steel column foot fixed structure；
Fig. 2 is the cross-sectional structure schematic diagram of corresponding diagram 1；
Fig. 3 be in Fig. 1 steel column look up structural representation；
Fig. 4 is the first enforcement view of corresponding diagram 1；
Fig. 5 is the second enforcement view of corresponding diagram 1.
Detailed description of the invention
Below by way of specific instantiation, embodiment of the present utility model, those skilled in the art are described
Other advantages of the present utility model and effect can be understood easily by the content disclosed by this specification.This reality
Can also be carried out by the most different detailed description of the invention with novel or apply, in this specification
Every details can also be carried out under without departing from spirit of the present utility model based on different viewpoints and application
Various modifications or change.
Referring to figs. 1 through shown in Fig. 3, this utility model provides a kind of steel column foot fixed structure, including:
Embedded board 1, is embedded on xoncrete structure 2；Vibrate hole 4, be opened on described embedded board 1 for
Vibrating spear wears；Limiting plate 5, is fixedly arranged on described embedded board 1；It is opened in the draw-in groove of described suspension column 3
6, the profile and then the card that adapt to described limiting plate 5 set and are connected to described limiting plate 5, and then described steel
The suspension column 3 of post is connected on described embedded board 1.
As it is shown in figure 1, described embedded board 1 has crab-bolt 7, described crab-bolt 7 is anchored in described coagulation
In soil structure 2.The most preferably, the bottom of described crab-bolt 7 is hook solid.
As shown in Figures 2 and 3, specifically, described limiting plate 5 for cross steel plate and is erected in described pre-
On buried plate 1, described steel column is square steel tube, and each sidewall of described suspension column 3 all offers a draw-in groove 6,
Described draw-in groove 6 is offered along the vertical center line of each described sidewall, and the length of described draw-in groove 6 is more than or equal to
The height of described cross steel plate 5.The most preferably, described cross steel plate 5 welds with described draw-in groove 6.
After having said structure feature, this utility model can be implemented by procedure below:
The most as shown in Figure 4, first make embedded board 1, offer diameter at the Liang Ge diagonal angle, top of embedded board 1
The circular hole of 100mm, using as hole 4 of vibrating, uses the mode of perforation plug welding to weld in the bottom of embedded board 1
Crab-bolt 7, after embedded board 1 is fixing with crab-bolt 7, then is installed to the top of concrete structure column 2, with
After, pour the concrete structure column 2 of bottom, by vibrating spear 8 through vibrating hole 4 to concrete structure column
2 vibrate, up-to-standard to guarantee；
B. as it is shown in figure 5, cross steel plate 5 is welded and fixed with embedded board 1, at the suspension column 3 of square steel tube
Draw-in groove 6 is opened in position, and the length of draw-in groove 6 is the most identical with cross steel plate 5, and width ratio cross steel plate 5 is big
About 2mm, inserts in cross steel plate 5 by the draw-in groove 6 bottom square steel tube, finally, by square tube column bottom
Weld with embedded board 1, and cross steel plate 5 is welded with the draw-in groove 6 of square tube post, formed such as the steel of Fig. 1
Post suspension column fixed structure.
After completing above-mentioned implementation process, following characteristics of the present utility model should be able to be embodied:
By the series of measures such as embedded board, cross steel plate, solve concrete structure column and weld with steel column
The lateral force problem connected, increases lifting surface area；Meanwhile, perforate on buried plate, under being used for vibrating
The concrete of portion's structural column, is used for ensureing that it is closely knit.
It should be noted that structure depicted in this specification institute accompanying drawings, ratio, size etc., the most only
In order to coordinate the content disclosed in description, understand for those skilled in the art and read, not using
To limit the enforceable qualifications of this utility model, therefore do not has technical essential meaning, any structure
Modification, the change of proportionate relationship or the adjustment of size, do not affecting the merit that this utility model can be generated by
Under the purpose imitated and can reach, all should still fall and obtain can contain at the technology contents disclosed in this utility model
In the range of.Meanwhile, in this specification cited as " on ", D score, "left", "right",
The term of " middle " and " one " etc., is merely convenient to understanding of narration, and is not used to limit this practicality
Novel enforceable scope, being altered or modified of its relativeness, changing under technology contents without essence,
When being also considered as the enforceable category of this utility model.
Above in association with accompanying drawing embodiment, this utility model is described in detail, ordinary skill in this area
This utility model can be made many variations example by personnel according to the above description.Thus, some in embodiment
Details should not constitute restriction of the present utility model, and this utility model will define with appended claims
Scope is as protection domain.
Claims (5)
1. a steel column foot fixed structure, it is characterised in that including:
Embedded board, is embedded on xoncrete structure；
Vibrate hole, be opened on described embedded board and wear for vibrating spear；
Limiting plate, is fixedly arranged on described embedded board；
Being opened in the draw-in groove of described suspension column, the profile the card that adapt to described limiting plate set and are connected to described limit
Position plate, and then the suspension column of described steel column is connected on described embedded board.
Steel column foot fixed structure the most according to claim 1, it is characterised in that
Described embedded board has crab-bolt, and described crab-bolt is anchored in described xoncrete structure.
Steel column foot fixed structure the most according to claim 2, it is characterised in that
The bottom of described crab-bolt is hook solid.
Steel column foot fixed structure the most according to claim 1, it is characterised in that
Described limiting plate is cross steel plate and is erected on described embedded board, and described steel column is square steel tube, institute
Stating and all offer a draw-in groove on each sidewall of suspension column, described draw-in groove is along the vertical center line of each described sidewall
Offering, the length of described draw-in groove is more than or equal to the height of described cross steel plate.
Steel column foot fixed structure the most according to claim 4, it is characterised in that
Described cross steel plate welds with described draw-in groove.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620513365.9U CN205653983U (en) | 2016-05-31 | 2016-05-31 | Steel column column base fixed knot constructs |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620513365.9U CN205653983U (en) | 2016-05-31 | 2016-05-31 | Steel column column base fixed knot constructs |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205653983U true CN205653983U (en) | 2016-10-19 |
Family
ID=57404800
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620513365.9U Expired - Fee Related CN205653983U (en) | 2016-05-31 | 2016-05-31 | Steel column column base fixed knot constructs |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205653983U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| CN107620386A (en) * | 2017-10-23 | 2018-01-23 | 南京百西思建筑科技有限公司 | The installation constitution and construction method of shock isolating pedestal in existing building base isolation reinforcement |
-
2016
- 2016-05-31 CN CN201620513365.9U patent/CN205653983U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| CN107620386A (en) * | 2017-10-23 | 2018-01-23 | 南京百西思建筑科技有限公司 | The installation constitution and construction method of shock isolating pedestal in existing building base isolation reinforcement |
| CN107620386B (en) * | 2017-10-23 | 2019-08-23 | 南京百西思建筑科技有限公司 | The mounting structure and construction method of shock isolating pedestal in existing building base isolation reinforcement |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN205653983U (en) | Steel column column base fixed knot constructs | |
| MXPA05000975A (en) | Protective element for a breakwater or wave-retarding construction. | |
| KR101184991B1 (en) | Synthetic wood deck road construction method | |
| CN106437033A (en) | Embedded column footing of steel tube concrete column | |
| CN104195956B (en) | Falsework formula waters continuous beam cast-in-place support and building method thereof | |
| CN205776180U (en) | A kind of reinforced hollow bamboo joint pile of concrete | |
| CN206971084U (en) | The supporting construction of bridge coping template | |
| CN107063213A (en) | A kind of earth's surface monitoring point and installation aiding device and method suitable for loess geology tunnel | |
| CN203583514U (en) | Pre-buried structure of ultra-deep foundation bolt | |
| CN105113626B (en) | Cast-in-place post precast beam construction method | |
| CN205567298U (en) | Device of towed fixed sapling of environment -friendly and other supports | |
| CN205604584U (en) | Steel bar positioning device | |
| CN201686938U (en) | Pier used for bent cap construction | |
| CN203905613U (en) | Safety caution sleeve rod, fence rod and fence | |
| CN208577951U (en) | For reinforcing the pile frame structure of culvert | |
| CN207512774U (en) | Adjacent foundation pits connecting structure of bottom plate | |
| CN106522210A (en) | Pile bottom anchoring structure for bare rock geological stressed steel pipe pile | |
| CN206899480U (en) | A kind of prefabricated components threader | |
| CN207331394U (en) | The embedded prefabricated roads plate in safe edge angle | |
| CN207109617U (en) | A kind of road and bridge crack ruggedized construction | |
| CN206110115U (en) | Construction improvement's pile sleeve hoop | |
| CN204703546U (en) | Increase beam after a kind of and indulge muscle anchor device | |
| KR101716313B1 (en) | Based on top file assembly of the soft ground and concrete structure using the same | |
| CN206023051U (en) | Portable wire rack | |
| CN213681810U (en) | Traffic engineering steel hundred-meter pile |
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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20161019 |