CN106149920A - A kind of K-type supporting construction within body of wall - Google Patents
A kind of K-type supporting construction within body of wall Download PDFInfo
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- CN106149920A CN106149920A CN201510134460.8A CN201510134460A CN106149920A CN 106149920 A CN106149920 A CN 106149920A CN 201510134460 A CN201510134460 A CN 201510134460A CN 106149920 A CN106149920 A CN 106149920A
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- wall
- nose girder
- supporting construction
- crossbeam
- type supporting
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Abstract
The present invention relates to the K-type supporting construction within a kind of body of wall, in the body of wall of cold bending thin wall steel building system, this structure includes the top nose girder being arranged on body of wall top, it is arranged on bottom body of wall and pushes up end nose girder and the many wall columns being set in parallel between top nose girder and end nose girder that nose girder be arranged in parallel, many described wall columns be arranged in parallel with top nose girder and end nose girder respectively, this supporting construction also includes being arranged between top nose girder and end nose girder fixes, with many wall uprights vertical, the wall crossbeam being connected, described top nose girder, support cant beam it is equipped with between end nose girder and wall crossbeam.Compared with prior art, the present invention has the advantages such as opposing strong, the stabilized structure of weight bearing power.
Description
Technical field
The present invention relates to a kind of wall support, especially relate to the K-type supporting construction within a kind of body of wall.
Background technology
In order to increase the strength and stiffness of body of wall in cold bending thin wall steel building system, simultaneously in order to prevent body of wall
Installation process deforms, needs body of wall is effectively supported.
Fig. 3 is existing supporting construction schematic diagram, is provided with many wall columns 3 side by side, the end of in figure on cross member 2
It is fixedly connected by drawstring 6 between crossbeam 2 and Duo Gen wall column 3, drawstring 6 is additionally provided with drawstring securing member
7。
Chinese patent CN203096943 discloses a kind of drawstring securing member, is arranged on light gauge cold-formed steel shape Os Draconis
Adding on coercively drawing belt, the supporting way of this cold bending thin wall steel construction wall is to use band steel drawstring to be supported, drawstring two
End is connected with upper and lower nose girder bolt, uses drawstring securing member tensioning drawstring.The shortcoming of this connected mode is: draw
Band, owing to being flexible material, can only bear pulling force, it is impossible to bear pressure.Bigger horizontal earthquake load or wind lotus
During load effect, the easy compressive deformation of drawstring, lose the ability of opposing load.
Summary of the invention
Defect that the purpose of the present invention is contemplated to overcome above-mentioned prior art to exist and a kind of opposing load energy is provided
Power is strong, the K-type supporting construction within body of wall of stabilized structure.
The purpose of the present invention can be achieved through the following technical solutions:
A kind of K-type supporting construction within body of wall, in the body of wall of cold bending thin wall steel building system, should
Structure include being arranged on the top nose girder at body of wall top, be arranged on the end nose girder that be arranged in parallel with top nose girder bottom body of wall with
And many be set in parallel in top nose girder and end nose girder between wall columns, many described wall columns respectively with top nose girder
Be arrangeding in parallel with end nose girder, this supporting construction also includes being arranged on hangs down with many wall columns between top nose girder and end nose girder
The straight fixing wall crossbeam connected, is equipped with support cant beam between described top nose girder, end nose girder and wall crossbeam.
Described wall column and support cant beam are C-type steel.
Described top nose girder, end nose girder and wall crossbeam are U-shaped steel.
Being equipped with screw on described top nose girder, end nose girder and wall crossbeam, described support cant beam passes through hidden spiral shell
Follow closely and fix with top nose girder, end nose girder or wall crossbeam.
The cross section of described C-type steel is c-type, the edge of a wing that including web, is vertically connected on web two ends and
Crimping connected vertically with the edge of a wing.
Described wall column is additionally provided with triangle connection element with the junction of end nose girder.
Compared with prior art, the invention have the advantages that
One, opposing weight bearing power is strong: the present invention uses C-type steel to instead of original flexible draw as supporting cant beam,
Pulling force can not only be born, it is also possible to bear pressure, significantly improve the ability of body of wall opposing load.
Two, stabilized structure: the top nose girder of the present invention, the end lead, wall crossbeam and support cant beam and constitute K-type structure,
Under earthquake load and wind action, this K-type supporting construction jointly bears the level that direction is continually changing with body of wall
Power, and body of wall lateral displacement under horizontal loads can be reduced, improve the ability of body of wall resistance to deformation.
Accompanying drawing explanation
Fig. 1 is the structural representation of the present invention.
Fig. 2 is the cross section structure figure of the C-type steel of the present invention.
Fig. 3 is existing supporting construction schematic diagram.
Wherein, 1, top nose girder, 2, end nose girder, 3, wall column, 4, wall crossbeam, 5, support cant beam, 6,
Drawstring, 7, drawstring securing member, 11, web, 12, the edge of a wing, 13, crimping.
Detailed description of the invention
The present invention is described in detail with specific embodiment below in conjunction with the accompanying drawings.
Embodiment:
It is a kind of rigid support that K-type supports, and can not only bear pulling force, it is also possible to bear pressure.At earthquake load
With under wind action, K-type supports and jointly bears, with body of wall, the horizontal force that direction is continually changing, and significantly improves wall
The ability of body opposing load, and body of wall lateral displacement under horizontal loads can be reduced, improve body of wall
The ability of resistance to deformation.
As it is shown in figure 1, the K-type supporting construction within a kind of body of wall, for cold bending thin wall steel building system
Body of wall in, this structure include being arranged on body of wall top top nose girder 1, be arranged on bottom body of wall flat with top nose girder 1
The end nose girder 2 of row setting and the many wall columns 3 being set in parallel between top nose girder 1 and end nose girder 2, described
Many wall columns 3 respectively with top nose girder 1 and end nose girder 2 be arranged in parallel, this supporting construction also includes being arranged on top
The fixing wall crossbeams 4 that are connected vertical with many wall columns 3 between nose girder 1 and end nose girder 2, described top nose girder 1,
Support cant beam 5 it is equipped with between end nose girder 2 and wall crossbeam 4.
As in figure 2 it is shown, wall column 3 and support cant beam 5 are C-type steel, the cross section of C-type steel is c-type,
The edge of a wing 12 including web 11, being vertically connected on web 11 two ends and crimping 13 connected vertically with the edge of a wing 12.
Top nose girder 1, end nose girder 2 and wall crossbeam 4 are U-shaped steel, top nose girder 1, end nose girder 2 and wall crossbeam 4
On be equipped with screw, described support cant beam 5 is by hidden screw and top nose girder 1, end nose girder 2 or wall crossbeam
4 fix, and wall column 3 is additionally provided with triangle connection element with the junction of end nose girder 2.
With the body of wall of K-type supporting construction when bearing pressure, body of wall internal top nose girder 1, end nose girder 2 and wall are horizontal
Support cant beam 5 between beam 4 serves supporting role, it is therefore prevented that the excessive damage causing body of wall steel construction of pressure,
Greatly add the anti-pressure ability of body of wall, improve the steadiness of body of wall.
Claims (6)
1. the K-type supporting construction within body of wall, in the body of wall of cold bending thin wall steel building system,
This structure includes being arranged on the top nose girder (1) at body of wall top, being arranged on parallel with top nose girder (1) bottom body of wall setting
The end nose girder (2) put and the many wall columns (3) being set in parallel between top nose girder (1) and end nose girder (2),
Many described wall columns (3) be arranged in parallel with top nose girder (1) and end nose girder (2) respectively, it is characterised in that
This supporting construction also includes being arranged between top nose girder (1) and end nose girder (2) vertical with many wall columns (3)
The fixing wall crossbeam (4) connected, is all provided with between described top nose girder (1), end nose girder (2) and wall crossbeam (4)
There is support cant beam (5).
K-type supporting construction within a kind of body of wall the most according to claim 1, it is characterised in that described
Wall column (3) and support cant beam (5) be C-type steel.
K-type supporting construction within a kind of body of wall the most according to claim 1, it is characterised in that described
Top nose girder (1), end nose girder (2) and wall crossbeam (4) be U-shaped steel.
K-type supporting construction within a kind of body of wall the most according to claim 1, it is characterised in that described
Top nose girder (1), end nose girder (2) and wall crossbeam (4) on be equipped with screw, described support cant beam (5)
Fixed with top nose girder (1), end nose girder (2) or wall crossbeam (4) by hidden screw.
K-type supporting construction within a kind of body of wall the most according to claim 1, it is characterised in that described
The cross section of C-type steel be c-type, including web (11), the edge of a wing (12) that is vertically connected on web (11) two ends
And with the edge of a wing (12) crimping connected vertically (13).
K-type supporting construction within a kind of body of wall the most according to claim 1, it is characterised in that described
The junction of wall column (3) and end nose girder (2) be additionally provided with triangle connection element.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510134460.8A CN106149920A (en) | 2015-03-26 | 2015-03-26 | A kind of K-type supporting construction within body of wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510134460.8A CN106149920A (en) | 2015-03-26 | 2015-03-26 | A kind of K-type supporting construction within body of wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106149920A true CN106149920A (en) | 2016-11-23 |
Family
ID=57340407
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510134460.8A Pending CN106149920A (en) | 2015-03-26 | 2015-03-26 | A kind of K-type supporting construction within body of wall |
Country Status (1)
| Country | Link |
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| CN (1) | CN106149920A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106592764A (en) * | 2017-01-18 | 2017-04-26 | 中国电子工程设计院 | Combined steel prop equivalent wall unit |
| CN106759893A (en) * | 2017-01-18 | 2017-05-31 | 中国电子工程设计院 | A kind of assembling type steel structure |
| CN109184249A (en) * | 2018-09-29 | 2019-01-11 | 河南工业大学 | A kind of horizontal warehouse wall reinforcement method |
| CN109322392A (en) * | 2018-11-19 | 2019-02-12 | 黎金莲 | A kind of light steel house and its build construction method |
-
2015
- 2015-03-26 CN CN201510134460.8A patent/CN106149920A/en active Pending
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106592764A (en) * | 2017-01-18 | 2017-04-26 | 中国电子工程设计院 | Combined steel prop equivalent wall unit |
| CN106759893A (en) * | 2017-01-18 | 2017-05-31 | 中国电子工程设计院 | A kind of assembling type steel structure |
| CN106759893B (en) * | 2017-01-18 | 2022-11-04 | 鞍钢中电建筑科技股份有限公司 | Assembled steel structure |
| CN109184249A (en) * | 2018-09-29 | 2019-01-11 | 河南工业大学 | A kind of horizontal warehouse wall reinforcement method |
| CN109322392A (en) * | 2018-11-19 | 2019-02-12 | 黎金莲 | A kind of light steel house and its build construction method |
| CN109322392B (en) * | 2018-11-19 | 2023-10-24 | 黎金莲 | Light steel house and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| WD01 | Invention patent application deemed withdrawn after publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20161123 |