CN205935200U - Steel structural framework XI type supports structure - Google Patents
Steel structural framework XI type supports structure Download PDFInfo
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- CN205935200U CN205935200U CN201620905762.0U CN201620905762U CN205935200U CN 205935200 U CN205935200 U CN 205935200U CN 201620905762 U CN201620905762 U CN 201620905762U CN 205935200 U CN205935200 U CN 205935200U
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- diagonal brace
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Abstract
The utility model provides a steel structural framework XI type supports structure that can strengthen steel structural framework rigidity and occupy less structure space. It comprises the frame post of steel construction, frame roof beam, vertical support steel pole spare, bracing steel pole spare, vertical support node steel member, bracing node steel sheet jointly, vertical support steel pole spare be on a parallel with the frame post and arrange at frame beam span tip regionally, its both ends join with the frame roof beam of double -phase adjacent floor from top to bottom respectively, frame roof beam and the quadrangle diagonal angle that frame post and vertical support steel pole spare enclose of upper and lower double -phase adjacent floor on set up the bracing steel pole spare that is the X type crossing, its both ends join with frame post and frame roof beam respectively. The binding of all components of supporting of XI type adopt bolted connection. The utility model discloses a steel structural framework support mode provides a new way.
Description
Technical field
This utility model belongs to Architectural Construction field, is related to a kind of steel structure frame and supports pattern, more particularly, to XI shaped steel
The construction supporting.
Background technology
In steel building construction, it is wide variety of building structure type by the frame structure that steel column and girder steel are constituted
Formula.The tectonic type of frame structure has important shadow to the load succession built, space layout, construction process and construction method
Ring.In existing conventional steel structure frame tectonic type, there are pure frame structure and plus support frame structure two big class basic model
Formula.Pure frame structure is made up of two basic building blocks of frame column and Vierendeel girder；Plus support frame structure is to add in frame structure
If supporting member, its purpose is primarily to the rigidity of reinforced frame structure, intensity and anti-seismic performance.Existing conventional steel construction
The laying pattern of frame support member has the support of single pole angle, the support of monocline bar, the support of K shape, timbering with rafter arch sets, V-arrangement support, X-shaped
Support, door frame type supports, wherein in addition to the support of single pole angle, the laying of above-mentioned supporting member all have the characteristics that one common, that is,：
In two adjacent laying supporting members between frame column and Vierendeel girder of frame structure, that is, supporting member occupies place Vierendeel girder
Whole span scope, referred to herein as " full straddle type " arrangement of support.This " full straddle type " is although arrangement is conducive to making
Frame structure obtains the larger rigidity of structure, but also inevitably seriously limits making of space in this span scope
With, also the flexible arrangement of space function is adversely affected, especially the larger space arrangement of span " full across
Formula " supports the value that can seriously reduce space.Although the laying that single pole angle supports only occupies place end of frame girder
Regional area, but because this support pattern can for frame structure provide stiffness contribution excessively weak, generally be limited only to apply
Minority to the rigidity of structure less demanding situation.Therefore, it is necessary to a kind of new steel structure frame of design supports pattern, with gram
Take the deficiency that above-mentioned steel structure frame " full straddle type " supports arrangement to exist.
Content of the invention
Above-mentioned for solving the problems, such as, this utility model provides a kind of steel structure frame XI type support structure, and this XI type props up
Support construction can not only be that frame structure provides larger rigidity and intensity contribution, and can be conveniently disposed at Vierendeel girder across
The end regions of degree, thus reduce the structure space that framework support occupies.
This utility model is to be realized by following technical scheme：
This utility model steel structure frame XI type support structure is by the frame column of steel construction, Vierendeel girder, perpendicular support steel rod elements, tiltedly
Support steel rod elements, perpendicular support node steel beam column, diagonal brace node steel plate collectively form.Described perpendicular support steel rod elements are arranged parallel to frame column
In end of frame girder region at a certain distance from frame column, and the two ends of perpendicular support steel rod elements respectively with upper and lower two contiguous floors
Vierendeel girder links；Surround with frame column and perpendicular support steel rod elements in the Vierendeel girder of two contiguous floors up and down of described steel structure frame
Tetragon diagonal on be respectively provided with two diagonal brace steel rod elements in X-type cross, the two ends of every diagonal brace steel rod elements respectively with frame
Trestle and Vierendeel girder link.
Further, described steel framework beam mode with bolts and frame column link.
Further, described perpendicular support steel rod elements are connected with by the perpendicular support node steel beam column being arranged on Vierendeel girder
Mode is linked with Vierendeel girder.
Further, described diagonal brace steel rod elements are by the diagonal brace node steel plate being separately positioned on frame column and Vierendeel girder
The mode that is connected with is linked with frame column and Vierendeel girder.
Further, described perpendicular support steel rod elements adopt the Steel section member that cross section is H-shaped, erect support node steel structure accordingly
The cross section of part is H-shaped.
Preferably, the cross section of described diagonal brace steel rod elements is rectangle.
Alternatively, the cross section of described diagonal brace steel rod elements is] shape.
Preferably, described steel structure frame post is H-shaped steel column, Vierendeel girder is H-shaped girder steel.
Alternatively, described steel structure frame post be+font steel column, steel box column, steel pipe column, combined steel and concrete column, steel
Pipe concrete column.
Alternatively, described steel framework beam is] tee section girder steel, steel beam with box shape, shaped steel combination beam, steel reinforced concrete
Beam.
Compared with prior art, the beneficial effects of the utility model include：
1）The arrangement of steel structure frame XI type support structure of the present utility model supports than conventional steel structure frame
" full straddle type " arrangement takes up space less, and can carry out flexible arrangement in multiple spans of framework as needed, thus
Overcome " full straddle type " and support the shortcoming taking the whole space that collapses, optimize the practical value that improve space.
2）Link all sides with bolts of all components of steel structure frame XI type support structure of the present utility model
Formula, technically reliable, simple structure, quality is easy to ensure, construction and installation are convenient and swift, save labor.
Brief description
Fig. 1 is a kind of elevational schematic view of the steel structure frame XI type support structure of specific embodiment of the present utility model
Figure 1A is the A-A profile in Fig. 1
Figure 1B is the B-B profile in Fig. 1
In figure：1. frame column；21. lower floor's Vierendeel girders；22. upper strata Vierendeel girders；31. perpendicular support steel rod elements；32. perpendicular support node steel
Component；4. diagonal brace steel rod elements；Diagonal brace node steel plate on 51. posts；Diagonal brace node steel plate on 52. beams；61. framework beam end plates；62. erect
Support node steel beam column end plate；63. perpendicular support steel rod elements end plates；71. frame column stiffened steel plates；72. Vierendeel girder stiffened steel plates；81. beams
Post binder bolt；82. perpendicular support steel rod elements binder bolts；83. diagonal brace steel rod elements binder bolts.
Specific embodiment
This utility model is described in further detail with a kind of specific embodiment below in conjunction with accompanying drawing：
As shown in figure 1, this utility model steel structure frame XI type supports by the frame column (1) of steel construction, lower floor's Vierendeel girder
(21), upper strata Vierendeel girder (22), perpendicular support steel rod elements (31), diagonal brace steel rod elements (4), perpendicular support node steel beam column (32), diagonal brace on post
On node steel plate (51), beam, diagonal brace node steel plate (52) collectively forms.Perpendicular support steel rod elements (31) is arranged in parallel to frame column (1)
At frame column (1) a certain distance, the distance of perpendicular support steel rod elements (31) and frame column (1) can be according to building in end of frame girder region
Build space arrangement condition and frame structure design calculate balance determine, erect support steel rod elements (31) two ends respectively with lower floor's frame
Set a roof beam in place (21) and upper strata Vierendeel girder (22) on perpendicular support node steel beam column (32) pass through perpendicular support steel rod elements end plate (63) and perpendicular support saves
Point steel beam column end plate (62) is linked with perpendicular support steel rod elements binder bolt (82)；Two diagonal brace steel rod elements (4) are in that X-type cross is arranged,
Frame column (1) and lower floor's Vierendeel girder (21) axis or upper strata Vierendeel girder (22) axis are passed through in one end of diagonal brace steel rod elements (4) axis
Intersection point, the other end passes through perpendicular support steel rod elements (31) axis and upper strata Vierendeel girder (22) axis or lower floor's Vierendeel girder (21) axis
Intersection point, the two ends of every diagonal brace steel rod elements (4) respectively with diagonal brace node steel plate (52) on diagonal brace node steel plate (51) on post and beam
Linked with diagonal brace steel rod elements binder bolt (83).
Steel structure frame post (1) in this specific embodiment is H-shaped steel column, lower floor's Vierendeel girder (21) and upper strata Vierendeel girder
(22) it is H-shaped girder steel, H-shaped girder steel is connected with frame column (1) with beam-to-column joint bolt (81) by framework beam end plate (61)
Knot.
The cross section of the diagonal brace steel rod elements (4) in this specific embodiment is rectangle.
Beam-to-column joint bolt (81) of the present utility model, perpendicular support steel rod elements binder bolt (82), diagonal brace steel rod elements link spiral shell
Bolt (83) should determine it is using steel construction plain bolt or high-strength bolt according to structure Design and Calculation, steel construction plain bolt and
High-strength bolt is all the industrialization product of standard universal.
The link peace of frame column and Vierendeel girder using this utility model, during steel structure frame construction and installation, should be completed first
Dress, the link then carrying out perpendicular support steel rod elements is installed, and the link finally carrying out diagonal brace steel rod elements is installed.
In the explanation of this paper, Architectural Construction of the present utility model is described as certain shape, material, mode of connection and
Construction and installation order, it is understood, however, that these specifically describe does not produce restriction effect to the technical solution of the utility model,
I.e. relevant shape, the change of material, mode of connection and construction and installation order and accommodation be still included in of the present utility model
Thinking and within the scope of.
Above-mentioned specific embodiment is to describe and explain to carry out example to this utility model content, and it is right to be not used for
Scope of the present utility model carries out any restriction, and those skilled in the art applies description of the present utility model and claim
The equivalent structure made or the change of material, all should belong to protection domain of the present utility model.
Claims (10)
1. a kind of steel structure frame XI type support structure, including by steel structure frame post, Vierendeel girder and perpendicular support steel rod elements, diagonal brace
Steel rod elements, perpendicular support node steel beam column, diagonal brace node steel plate collectively form it is characterised in that：Described perpendicular support steel rod elements parallel to
Frame column is arranged, described diagonal brace steel rod elements are in that X-type cross is arranged, perpendicular support steel rod elements and diagonal brace steel rod elements be arranged in Vierendeel girder across
The end regions of degree.
2. steel structure frame XI type support structure according to claim 1 it is characterised in that：Described perpendicular support steel rod elements its
Upper and lower ends are linked to the Vierendeel girder of upper and lower two contiguous floors respectively, with the perpendicular support on perpendicular support steel rod elements binder bolt and Vierendeel girder
Node steel beam column links.
3. steel structure frame XI type support structure according to claim 1 it is characterised in that：Described diagonal brace steel rod elements are in
X-type cross is arranged, frame column and lower floor's Vierendeel girder axis or upper strata Vierendeel girder axis are passed through in one end of diagonal brace steel rod elements axis
Intersection point, the other end passes through the intersection point of perpendicular support steel rod elements axis and upper strata Vierendeel girder axis or lower floor's Vierendeel girder axis.
4. steel structure frame XI type support structure according to claim 1 it is characterised in that：Described diagonal brace steel rod elements its
Two ends are linked with frame column and Vierendeel girder respectively, with diagonal brace steel rod elements binder bolt and diagonal brace node steel plate and framework on frame column
On beam, diagonal brace node steel plate links.
5. steel structure frame XI type support structure according to claim 1 it is characterised in that：Described perpendicular support steel rod elements are
The Steel section member in H-shaped section.
6. steel structure frame XI type support structure according to claim 1 it is characterised in that：Described diagonal brace steel rod elements are
Rectangle or] Steel section member of tee section.
7. steel structure frame XI type support structure according to claim 1 it is characterised in that：Described steel framework beam
The mode with bolts with frame column.
8. steel structure frame XI type support structure according to claim 2 it is characterised in that：Wherein said perpendicular support node
The transverse section of steel beam column is H-shaped.
9. steel structure frame XI type support structure according to claim 1 it is characterised in that：Wherein said frame column class
Type can be H-shaped steel column ,+font steel column, steel box column, steel pipe column, combined steel and concrete column, steel core concrete column.
10. steel structure frame XI type support structure according to claim 1 it is characterised in that：Wherein said Vierendeel girder
Type can be H-shaped girder steel ,] tee section girder steel, steel beam with box shape, shaped steel combination beam, steel framed concrete beam.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620905762.0U CN205935200U (en) | 2016-08-20 | 2016-08-20 | Steel structural framework XI type supports structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620905762.0U CN205935200U (en) | 2016-08-20 | 2016-08-20 | Steel structural framework XI type supports structure |
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| Publication Number | Publication Date |
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| CN205935200U true CN205935200U (en) | 2017-02-08 |
Family
ID=57948075
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620905762.0U Expired - Fee Related CN205935200U (en) | 2016-08-20 | 2016-08-20 | Steel structural framework XI type supports structure |
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| CN (1) | CN205935200U (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108708456A (en) * | 2018-05-29 | 2018-10-26 | 哈尔滨工业大学 | A kind of assembling frame structure suitable for high erosion environments such as Salt Lake Areas |
| CN109252590A (en) * | 2018-10-29 | 2019-01-22 | 北京市机械施工有限公司 | A kind of huge diagonal brace of overlength superelevation and its seek connections with formula construction method |
| CN109736439A (en) * | 2019-02-28 | 2019-05-10 | 北京市第三建筑工程有限公司 | Welding procedure method after annular Core Walls Structure column braces across center support frame greatly |
| CN111255119A (en) * | 2020-01-19 | 2020-06-09 | 鞍钢中电建筑科技股份有限公司 | Steel frame structure supporting device, steel frame structure and steel frame structure forming method |
| CN112575893A (en) * | 2020-12-18 | 2021-03-30 | 同济大学 | Brick masonry filler wood frame wall |
| CN113202185A (en) * | 2021-04-09 | 2021-08-03 | 北京首钢建设集团有限公司 | Energy-saving building steel structure system and installation process thereof |
| CN114351859A (en) * | 2022-01-28 | 2022-04-15 | 悉地国际设计顾问（深圳）有限公司 | Embedded steel braced frame conversion post connection structure and beam column connected node |
-
2016
- 2016-08-20 CN CN201620905762.0U patent/CN205935200U/en not_active Expired - Fee Related
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108708456A (en) * | 2018-05-29 | 2018-10-26 | 哈尔滨工业大学 | A kind of assembling frame structure suitable for high erosion environments such as Salt Lake Areas |
| CN109252590A (en) * | 2018-10-29 | 2019-01-22 | 北京市机械施工有限公司 | A kind of huge diagonal brace of overlength superelevation and its seek connections with formula construction method |
| CN109252590B (en) * | 2018-10-29 | 2020-04-03 | 北京市机械施工有限公司 | Super-long super-high giant diagonal brace and climbing type construction method thereof |
| CN109736439A (en) * | 2019-02-28 | 2019-05-10 | 北京市第三建筑工程有限公司 | Welding procedure method after annular Core Walls Structure column braces across center support frame greatly |
| CN111255119A (en) * | 2020-01-19 | 2020-06-09 | 鞍钢中电建筑科技股份有限公司 | Steel frame structure supporting device, steel frame structure and steel frame structure forming method |
| CN112575893A (en) * | 2020-12-18 | 2021-03-30 | 同济大学 | Brick masonry filler wood frame wall |
| CN113202185A (en) * | 2021-04-09 | 2021-08-03 | 北京首钢建设集团有限公司 | Energy-saving building steel structure system and installation process thereof |
| CN114351859A (en) * | 2022-01-28 | 2022-04-15 | 悉地国际设计顾问（深圳）有限公司 | Embedded steel braced frame conversion post connection structure and beam column connected node |
| CN114351859B (en) * | 2022-01-28 | 2023-12-01 | 悉地国际设计顾问（深圳）有限公司 | Connection structure of embedded steel support frame conversion column and beam column connection node |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170208 Termination date: 20190820 |