CN202280150U - Corner post configuration structure of monolayer door type rigid frame - Google Patents
Corner post configuration structure of monolayer door type rigid frame Download PDFInfo
- Publication number
- CN202280150U CN202280150U CN2011204394610U CN201120439461U CN202280150U CN 202280150 U CN202280150 U CN 202280150U CN 2011204394610 U CN2011204394610 U CN 2011204394610U CN 201120439461 U CN201120439461 U CN 201120439461U CN 202280150 U CN202280150 U CN 202280150U
- Authority
- CN
- China
- Prior art keywords
- corner post
- gable
- column
- vertical
- post
- 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
Images
Landscapes
- Load-Bearing And Curtain Walls (AREA)
Abstract
The utility model discloses the corner post configuration structure of a monolayer door type rigid frame, which comprises a longitudinal rigid frame column (1), a corner post (2) and a gable column (3). The corner post (2) is positioned on the plane of the axis (6) of a gable. A set of longitudinal straining beams (4) are arranged between the longitudinal rigid frame column (1) and the corner post (2). A set of gable straining beams (5) are arranged between the corner post (2) and the gable column (3). According to the utility model, the corner post of a workshop is positioned on the axis of the gable column, while the gable column and the corner post are directly connected together through the gable straining beams. Then the corner post is directly connected with the longitudinal rigid frame column through the longitudinal straining beams. Therefore, the outside plane of the gable column is ensured to be stable, while the arrangement of a crossed support system in the prior art is no longer needed. The steel material is saved and the construction period is shortened. The entire structure is more reasonable in bearing condition, thus is ensured to be safe.
Description
Technical field
the utility model relates to a kind of corner post configuration structure of individual layer portal-rigid frames, belongs to the industrial construction technical field.
Background technology
portal-rigid frames factory building is steel column, girder steel and profiled sheet space enclosing structure mostly, and traditional method is: factory building two ends outermost one Pin rigid frame (a Pin rigid frame of band corner post) is generally apart from gable axis 600mm.The gable post out-of-plane stable will by strengthen the steel column width, or the support system that intersection is set between the gable post guarantee; When factory building is not high, when area was little, steel using amount increased few, but increased with factory building rigid frame height, the increasing of area and ever-increasing steel using amount just seems and can not ignore.
Summary of the invention
The purpose of
the utility model is, a kind of corner post configuration structure of individual layer portal-rigid frames is provided.Both can satisfy requirement for bearing capacity, guarantee safety, can practice thrift rolled steel dosage again, to overcome the deficiency of prior art.
The technical scheme of the utility model
The corner post configuration structure of
a kind of individual layer portal-rigid frames comprises vertical rigid-frame column, corner post and gable post, and corner post is positioned on the axis plane of gable, vertically is being provided with one group of vertical binder between vertical rigid-frame column of rigid-frame column and the corner post; Between corner post and gable post, be provided with one group of gable binder.
In the corner post configuration structure of
aforementioned individual layer portal-rigid frames, said one group of vertical binder comprises at least two vertical binders, and two vertical binders are connected with vertical rigid-frame column level with corner post respectively.
In the corner post configuration structure of
aforementioned individual layer portal-rigid frames, said one group of gable binder comprises at least two gable binders, and two gable binders are connected with gable post level with corner post respectively.
In the corner post configuration structure of
aforementioned individual layer portal-rigid frames, said vertical binder and gable binder be 90 degree each other, are connected with two sides of corner post respectively.
compared with prior art; The utility model is positioned at the corner post of factory building on the axis of gable post; The gable post directly is connected through the gable binder with corner post; Corner post directly is connected with vertical rigid-frame column through vertical binder again, has guaranteed that the gable post is out-of-plane stable, and the support system of intersection needn't be set as traditional method again; Both practice thrift steel, can shorten construction period again, made the total reasonable stress, guaranteed the safety of structure.
Description of drawings
Fig. 1 is the utility model structural representation.
Being labeled as in
accompanying drawing: the vertical rigid-frame column of 1-, 2-corner post, 3-gable post, the vertical binder of 4-, 5-gable binder.
The specific embodiment
are further described the utility model below in conjunction with accompanying drawing and embodiment, but not as the foundation to the utility model restriction.
embodiment.
The corner post configuration structure of
a kind of individual layer portal-rigid frames, as shown in Figure 1.Comprise vertical rigid-frame column 1, corner post 2 and gable post 3, corner post 2 is positioned on axis 6 planes of gable.Vertically be provided with one group of vertical binder 4 between rigid-frame column 1 vertical rigid-frame column 1 and the corner post 2; Between corner post 2 and gable post 3, be provided with one group of gable binder 5.One group of vertical binder 4 comprises that 4, two vertical binders 4 of at least two vertical binders are connected with vertical rigid-frame column 1 level with corner post 2 respectively.One group of gable binder 5 comprises that 5, two gable binders 5 of at least two gable binders are connected with gable post 3 levels with corner post 2 respectively.Vertical binder 4 and gable binder 5 be 90 degree each other, are connected with two sides of corner post 2 respectively.
Claims (4)
1. the corner post configuration structure of individual layer portal-rigid frames; Comprise vertical rigid-frame column (1), corner post (2) and gable post (3); It is characterized in that: corner post (2) is positioned on axis (6) plane of gable, vertically is being provided with one group of vertical binder (4) between vertical rigid-frame column (1) of rigid-frame column (1) and the corner post (2); Between corner post (2) and gable post (3), be provided with one group of gable binder (5).
2. according to the corner post configuration structure of the said individual layer portal-rigid frames of claim 1; It is characterized in that: said one group of vertical binder (4) comprises at least two vertical binders (4), and two vertical binders (4) are connected with vertical rigid-frame column (1) level with corner post (2) respectively.
3. according to the corner post configuration structure of the said individual layer portal-rigid frames of claim 1; It is characterized in that: said one group of gable binder (5) comprises at least two gable binders (5), and two gable binders (5) are connected with gable post (3) level with corner post (2) respectively.
4. according to the corner post configuration structure of the said individual layer portal-rigid frames of claim 1, it is characterized in that: said vertical binder (4) and gable binder (5) be 90 degree each other, are connected with two sides of corner post (2) respectively.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2011204394610U CN202280150U (en) | 2011-11-09 | 2011-11-09 | Corner post configuration structure of monolayer door type rigid frame |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2011204394610U CN202280150U (en) | 2011-11-09 | 2011-11-09 | Corner post configuration structure of monolayer door type rigid frame |
Publications (1)
Publication Number | Publication Date |
---|---|
CN202280150U true CN202280150U (en) | 2012-06-20 |
Family
ID=46226324
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN2011204394610U Expired - Fee Related CN202280150U (en) | 2011-11-09 | 2011-11-09 | Corner post configuration structure of monolayer door type rigid frame |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN202280150U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110206138A (en) * | 2019-07-09 | 2019-09-06 | 捷瑞特(天津)新型建材科技有限公司 | The connecting joint structure and assembled architecture of wall body module and corner post |
-
2011
- 2011-11-09 CN CN2011204394610U patent/CN202280150U/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110206138A (en) * | 2019-07-09 | 2019-09-06 | 捷瑞特(天津)新型建材科技有限公司 | The connecting joint structure and assembled architecture of wall body module and corner post |
CN110206138B (en) * | 2019-07-09 | 2024-02-23 | 捷士通(天津)集成房屋有限公司 | Connecting node structure of wall body module and corner column and assembled building |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN204940886U (en) | A kind of mechanism of handling vestibule | |
CN103061514B (en) | Long-span steel structure corridor construction method | |
CN103088950A (en) | Floor plate steel truss structure | |
CN202280150U (en) | Corner post configuration structure of monolayer door type rigid frame | |
CN202509667U (en) | Combined steel bar truss floor bearing plate | |
CN202249004U (en) | Improved steel structure plant structure | |
CN205224272U (en) | Steel construction factory building is with structure of encorbelmenting | |
CN202577767U (en) | Supporting spacer for reinforcing steel bars of shear wall | |
CN202500238U (en) | Abnormal-shaped buckling restrained brace | |
CN203247703U (en) | Steel structural plant frame | |
CN202787495U (en) | Anti-collapsing portal rigid frame | |
CN204475851U (en) | Without supporting cantilevered plate die mould steel work in housing beam | |
CN202299426U (en) | Back shoring and counter bracing mechanism for formwork erection of building deformation joint | |
CN103628669A (en) | Light and large steel formwork | |
CN203905294U (en) | Honeycomb steel frame column | |
CN202544200U (en) | Roof beam mechanism used for steel structure building | |
CN203903297U (en) | Framed bent of sealing-tape machine of sand stone system | |
CN204690993U (en) | Assembling buckling restrained brace structure | |
CN203514206U (en) | Vertical column for incremental launching construction of large-span steel structure bridge | |
CN202280151U (en) | Supporting structure for wall-surface purline on concrete bent frame plant corner column | |
CN204001192U (en) | Three-dimensional intersection truss conversion layer structure | |
CN204590413U (en) | A kind of region constrained concrete circular columns | |
CN203066231U (en) | Haunching type large panel structure for basement | |
CN202544098U (en) | Crane beam fixing mechanism for structural steel building | |
CN202727204U (en) | Swing table of swing type plastic rolling machine |
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 |
Granted publication date: 20120620 Termination date: 20141109 |
|
EXPY | Termination of patent right or utility model |