CN206328867U - A kind of post bottom steel structure member - Google Patents
A kind of post bottom steel structure member Download PDFInfo
- Publication number
- CN206328867U CN206328867U CN201621425898.8U CN201621425898U CN206328867U CN 206328867 U CN206328867 U CN 206328867U CN 201621425898 U CN201621425898 U CN 201621425898U CN 206328867 U CN206328867 U CN 206328867U
- Authority
- CN
- China
- Prior art keywords
- base plate
- steel structure
- column base
- steel
- 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
The utility model is related to a kind of post bottom steel structure member.The post bottom steel structure member includes the column base plate for being weldingly fixed on the bottom of steel structure column, for support steel structure post；Multiple foundation bolts are fixedly connected through column base plate and with concrete foundation layer, and column base plate is fixed on to the top of concrete foundation layer；Steel parallels component includes stacked polylith steel parallels, and steel parallels component is arranged between column base plate and concrete foundation layer, and its top is fitted with the periphery of column base plate bottom surface, and its bottom fits to support column base plate with the surface of concrete foundation layer.A kind of post bottom steel structure member that the utility model is provided is simple in construction, easy for installation, and beneficial to recycling, can increase the anti-bending strength of steel structure column, improves building overall security.
Description
Technical field
The utility model is related to building structure production technical field, more particularly to a kind of post bottom steel structure member.
Background technology
At present, steel construction is interim anti-collapse frequently with cable wind rope, ground anchorage, but this kind of device enforcement difficulty is larger,
Such as cable wind rope is difficult to tense, and if placed at mud ground, then pulling capacity not enough, all can not really play interim anti-collapse work to earth anchor
With.
Accordingly, it would be desirable to a kind of new anti-collapse post bottom steel structure member, can realize good interim anti-collapse effect,
It is simple and easy to apply and reusable, the anti-fall moment of flexure of steel structure column can be increased, building safety is improved and with characteristics of energy saving.
Utility model content
The technical problems to be solved in the utility model is to provide a kind of post bottom steel structure member, simple in construction, easy to operate,
And beneficial to dismounting and reuse, the anti-bending strength of steel structure column can be increased, the overall security of building is improved.
In order to solve the above technical problems, the utility model provides a kind of post bottom steel structure member, including,
Column base plate, is weldingly fixed on the bottom of steel structure column, for supporting the steel structure column；
Multiple foundation bolts, are fixedly connected through the column base plate and with concrete foundation layer, the column base plate are consolidated
It is scheduled on the top of the concrete foundation layer；
Steel parallels component, comprising stacked polylith steel parallels, the steel parallels component is arranged on the column base plate and described
Between concrete foundation layer, its top is fitted with the periphery of the column base plate bottom surface, its bottom and concrete foundation layer
Fit to support the column base plate on surface.
According to one embodiment of the present utility model, the upright projection of the foundation bolt is located at hanging down for the steel structure column
Deliver directly in shadow.
According to one embodiment of the present utility model, central axis of multiple foundation bolts along the column base plate is symmetrical
It is arranged on the column base plate.
According to one embodiment of the present utility model, the processing thickness of the steel parallels is 3~30mm.
According to one embodiment of the present utility model, the column base plate is square, and four steel parallels components are distinguished
It is encased inside the angle of bottom surface four of the column base plate.
According to one embodiment of the present utility model, the length of side of the column base plate is 45~55mm.
According to one embodiment of the present utility model, reinforcing plate, the reinforcing plate are also welded with the column base plate
Side and the inwall of the steel structure column be welded and fixed.
A kind of post bottom steel structure member that the utility model is provided, can be by steel structure column by column base plate and steel pad component
It is stabilized on concrete foundation layer, its is simple in construction, and beneficial to installing, dismantling and reusing, the anti-of steel structure column can be increased
Curved performance, improves building overall security.
Brief description of the drawings
It is that the utility model is further understood to provide including accompanying drawing, they are included and constitute one of the application
Point, accompanying drawing shows embodiment of the present utility model, and plays a part of together with this specification explaining the utility model principle.
In accompanying drawing：
Fig. 1 shows the structural representation of one embodiment of the present utility model.
Fig. 2 is the top view of the column base plate in Fig. 1.
Embodiment
Embodiment of the present utility model is described with detailed reference to accompanying drawing now.In the case of any possible, all attached
Identical will be used to mark to represent same or analogous part in figure.Although in addition, the term used in the utility model
It is to be selected from public term, but some terms mentioned in the utility model specification are probably applicant
Come selection, its detailed meanings explanation in the relevant portion of description herein by his or her judgement.In addition, it is desirable to not only
By used actual terms, and it is also to the meaning that is contained by each term to understand the utility model.
Fig. 1 shows the structural representation of one embodiment of the present utility model.Fig. 2 is the vertical view of the column base plate in Fig. 1
Figure.As illustrated, a kind of post bottom steel structure member 100 includes column base plate 110, multiple foundation bolts 120 and steel parallels component
130。
Wherein column base plate 110 is weldingly fixed on the bottom of steel structure column 140, and column base plate 110 is used for support steel structure post
140。
Multiple foundation bolts 120 are fixedly connected through column base plate and with concrete foundation layer 150.The work of foundation bolt 120
Be by column base plate 120 be fixed on concrete foundation layer 150 top, so that steel structure column 140 is fixed on into concrete foundation
On layer 150.
Steel parallels component 130 includes stacked polylith steel parallels.Steel parallels component is arranged on column base plate 110 and coagulation soil matrix
Between plinth layer 150.The top of steel parallels component 130 is fitted with the periphery of the bottom surface of column base plate 110, its bottom and concrete foundation layer
Fit to support column base plate 110 on 150 surface.It is readily appreciated that, polylith steel parallels component 130 is arranged on the He of column base plate 110
Between concrete foundation layer 150, make the position fitted on column base plate 110 with steel parallels component 130 all the time by steel parallels component
130 support so that column base plate 110 remains the relative position between concrete foundation layer 150 under severe weather conditions
Put, the anti-bending strength of lifting steel structural post 140, improve building overall security and avoid collapsing.
It is preferred that the upright projection of foundation bolt 120 is located in the upright projection of steel structure column 140.Specifically, lower margin
The center for being located proximate to column base plate 110 that bolt 140 is set, to retain room for setting steel parallels component 130.
It is preferred that central axis of multiple foundation bolts 120 along column base plate is symmetricly set on column base plate 110.So that post
The structure of base plate 110 and concrete foundation layer 150 is more firm.
It is preferred that steel parallels component 130 includes stacked polylith steel parallels.The processing thickness of every block of steel parallels be 3~
30mm, such as thickness of steel parallels are 3mm, 5mm, 8mm, 12mm, 20mm, 30mm.It is conventional, pass through 3~5 pieces of different-thickness
Steel parallels is stacked as a steel parallels component 130.The height substantially 50mm of steel parallels component 130.More preferably, with reference to Fig. 2, post
Base plate 110 is square, and ready-made four steel parallels component 130 can be encased inside to the angle of bottom surface four of column base plate 110 respectively.So that
Each corner stress of column base plate 110 is roughly the same, and overall structure is more stable, the flexing resistance of further lifting steel structural post 140
Energy.It is preferred that, column base plate 110 is square, and its length of side is 45~55mm.
It is preferred that being also welded with reinforcing plate 160 on column base plate 110.The side of reinforcing plate 160 and steel structure column
140 inwall is welded and fixed.The purpose for setting reinforcing plate 160 is to reinforce the attachment structure that steel construction lives 140 and column base plate 110.
A kind of post bottom steel structure member of the present embodiment description, can be by by column base plate, foundation bolt and steel pad component
Steel structure column is stabilized on concrete foundation layer, and overall structure is simple and beneficial to installing, and can increase the anti-bending strength of steel structure column,
Improve building overall security.
Those skilled in the art can be obvious, can carry out various modifications and change to above-mentioned example embodiment of the present utility model
Type is without departing from spirit and scope of the present utility model.Accordingly, it is intended to make the utility model covering fall in appended claims
And its in the range of equivalent arrangements to modification of the present utility model and modification.
Claims (7)
1. a kind of post bottom steel structure member, it is characterised in that including,
Column base plate, is weldingly fixed on the bottom of steel structure column, for supporting the steel structure column；
Multiple foundation bolts, are fixedly connected through the column base plate and with concrete foundation layer, the column base plate are fixed on
The top of the concrete foundation layer；
Steel parallels component, comprising stacked polylith steel parallels, the steel parallels component is arranged on the column base plate and the coagulation
Between earth foundation layer, its top is fitted with the periphery of the column base plate bottom surface, its bottom and the surface of concrete foundation layer
Laminating is to support the column base plate.
2. a kind of post bottom as claimed in claim 1 steel structure member, it is characterised in that the upright projection position of the foundation bolt
In in the upright projection of the steel structure column.
3. a kind of post bottom steel structure member as claimed in claim 1, it is characterised in that multiple foundation bolts are along the post
The central axis of base plate is symmetricly set on the column base plate.
4. a kind of post bottom as claimed in claim 1 steel structure member, it is characterised in that the processing thickness of the steel parallels is 3
~30mm.
5. a kind of post bottom as claimed in claim 4 steel structure member, it is characterised in that the column base plate is square, by four
The steel parallels component is encased inside the angle of bottom surface four of the column base plate respectively.
6. a kind of post bottom steel structure member as claimed in claim 5, it is characterised in that the length of side of the column base plate is 45~
55mm。
7. a kind of post bottom as claimed in claim 1 steel structure member, it is characterised in that be also welded with the column base plate
Reinforcing plate, the side of the reinforcing plate and the inwall of the steel structure column are welded and fixed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621425898.8U CN206328867U (en) | 2016-12-23 | 2016-12-23 | A kind of post bottom steel structure member |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621425898.8U CN206328867U (en) | 2016-12-23 | 2016-12-23 | A kind of post bottom steel structure member |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206328867U true CN206328867U (en) | 2017-07-14 |
Family
ID=59293295
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621425898.8U Expired - Fee Related CN206328867U (en) | 2016-12-23 | 2016-12-23 | A kind of post bottom steel structure member |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206328867U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107724413A (en) * | 2017-09-04 | 2018-02-23 | 中国电建集团贵州工程公司 | A kind of station boiler steel frame column bottom plate novel cushion block and its construction method |
-
2016
- 2016-12-23 CN CN201621425898.8U patent/CN206328867U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107724413A (en) * | 2017-09-04 | 2018-02-23 | 中国电建集团贵州工程公司 | A kind of station boiler steel frame column bottom plate novel cushion block and its construction 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: 20170714 Termination date: 20201223 |