CN202280150U - Corner post configuration structure of monolayer door type rigid frame - Google Patents

Corner post configuration structure of monolayer door type rigid frame Download PDF

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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
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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
Application number
CN2011204394610U
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Chinese (zh)
Inventor
赵仁芳
卢小平
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Guiyang Aluminum Magnesium Design and Research Institute Co Ltd
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Guiyang Aluminum Magnesium Design and Research Institute Co Ltd
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Priority to CN2011204394610U priority Critical patent/CN202280150U/en
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Publication of CN202280150U publication Critical patent/CN202280150U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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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

A kind of corner post configuration structure of individual layer portal-rigid frames
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.
CN2011204394610U 2011-11-09 2011-11-09 Corner post configuration structure of monolayer door type rigid frame Expired - Fee Related CN202280150U (en)

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

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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)

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CN (1) CN202280150U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
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

Cited By (2)

* Cited by examiner, † Cited by third party
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

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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