CN106760198A - A kind of hole post for light gauge cold-formed steel shape house - Google Patents
A kind of hole post for light gauge cold-formed steel shape house Download PDFInfo
- Publication number
- CN106760198A CN106760198A CN201611136427.XA CN201611136427A CN106760198A CN 106760198 A CN106760198 A CN 106760198A CN 201611136427 A CN201611136427 A CN 201611136427A CN 106760198 A CN106760198 A CN 106760198A
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- shaped steel
- wing
- edge
- steel
- nose girder
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/30—Columns; Pillars; Struts
- E04C3/32—Columns; Pillars; Struts of metal
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Environmental & Geological Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
Invention provides a kind of hole post for light gauge cold-formed steel shape house, and the hole post includes U-shaped steel column I, U-shaped steel column II and steel plate.The steel plate is connected between U-shaped steel column I and U-shaped steel column II.During construction, the top and bottom of hole post are covered with U-shaped steel top nose girder and U-shaped steel bottom nose girder respectively.The hole rod structure is simple, easy to process, it is easy to install, beneficial to the further popularization of light gauge cold-formed steel shape building.
Description
Technical field
It is more particularly to a kind of for light gauge cold-formed steel shape house the present invention relates to a kind of light gauge cold-formed steel shape building structure
Hole post.
Background technology
Light gauge cold-formed steel shape seismic performance of building is good, and speed of application is fast, and heat preservation and soundproof, environmental protection is used widely.
But in Practical Project, door-window opening both sides pillar in order to prevent unstability or strength failure, and by the pillar of openings position
Formed using many light gauge cold-formed steel shape sections, construction is cumbersome, and calculating process is complicated.
The content of the invention
It is cold in the prior art to solve it is an object of the invention to provide a kind of light gauge cold-formed steel shape hole post of easy construction
Post calculating process in curved light-gauge steel section house hole is complicated, the problems such as structure is cumbersome.
The technical scheme used to realize the object of the invention is a kind of such, hole for light gauge cold-formed steel shape house
Oral pillar, it is characterised in that including U-shaped steel column I, U-shaped steel column II and steel plate.
The U-shaped steel column I includes web I, the edge of a wing I and the edge of a wing II.At the opening of the U-shaped steel column I, the horizontal curved of the edge of a wing II
Folding extends crimping I of going out.
The U-shaped steel column II includes web II, the edge of a wing III and the edge of a wing IV.At the opening of the U-shaped steel column II, the water of the edge of a wing III
Flat bending extends crimping II of going out.
The steel plate is connected between U-shaped steel column I and U-shaped steel column II.The U-shaped steel column I and U-shaped steel column II are located at steel plate
The same side.The two ends of the steel plate are connected with the edge of a wing I and the edge of a wing IV respectively.The U-shaped steel column I, U-shaped steel column II and steel plate are
One entirety.
The opening of the U-shaped steel column I is relative with the plate face of steel plate, and outer crimping I is fitted with steel plate.The U-shaped steel column II
Opening is relative with the plate face of steel plate, and outer crimping II is fitted with steel plate.The steel plate passes through self tapping spiral shell with outer crimping I and outer crimping II
Nail is fixedly connected.The middle part of the steel plate has two groove profile ribbed stiffeners.
During construction, the top and bottom of hole post are covered with U-shaped steel top nose girder and U-shaped steel bottom nose girder respectively.The U-shaped steel
Top nose girder and U-shaped steel bottom nose girder opening are relative.Hole post upper end is extend into inside the U-shaped opening groove of U-shaped steel top nose girder.The abdomen
Plate I, web II and steel plate are fitted with the edge of a wing of U-shaped steel top nose girder.In joint place, the web I, web II and steel plate are by certainly
Screw is attacked to be fixedly connected with U-shaped steel top nose girder.Hole post lower end is extend into inside the U-shaped opening groove of U-shaped steel bottom nose girder.The abdomen
Plate I, web II and steel plate are fitted with the edge of a wing of U-shaped steel bottom nose girder.In patch where, the web I, web II and steel plate are by certainly
Screw is attacked to be fixedly connected with U-shaped steel bottom nose girder.
The web of the U-shaped steel top nose girder is fixedly connected with the light gauge cold-formed steel shape beam above the post of hole.The U-shaped steel bottom
The web of nose girder is fixedly connected with light gauge cold-formed steel shape beam or armored concrete grade beam below the post of hole.
Further, it is alternate in the armored concrete grade beam to be embedded with crab-bolt.The crab-bolt is from armored concrete grade beam
Appear upper surface.Appear place, U-shaped steel bottom nose girder is fixed in the crab-bolt of armored concrete grade beam by cushion block.
Further, the cushion block is C-type steel component.The cushion block is fixedly connected with U-shaped steel bottom nose girder by tapping screw.
Further, also there is the circuit hole passed through for pipeline on the edge of a wing I, the edge of a wing II, the edge of a wing III and the edge of a wing IV.
Further, the distance between the U-shaped steel column I, U-shaped steel column II are 400mm.
The solution have the advantages that unquestionable：
1. simple structure, easy to process, it is easy to installs, beneficial to the further popularization of light gauge cold-formed steel shape building；
2. section form further increases overall stability；
3. the bearing capacity of hole post is improve so that structure entirety anti-seismic performance is more preferable.
Brief description of the drawings
Fig. 1 is hole rod structure schematic diagram；
Fig. 2 is hole post top view；
Fig. 3 is hole post and top, bottom girder connection figure；
Fig. 4 is light gauge cold-formed steel shape house schematic diagram；
Fig. 5 is the partial enlarged drawing of A；
Fig. 6 is hole post and top, bottom girder attachment structure schematic diagram.
In figure：U-shaped steel column I 1, web I 101, the edge of a wing I 102, the edge of a wing II 103, outer crimping I 1031, U-shaped steel column II 2, abdomen
Plate II 201, the edge of a wing III 202, the edge of a wing IV 203, outer crimping II 2022, steel plate 3, ribbed stiffener 301, tapping screw 4, U-shaped steel top are led
Beam 5, U-shaped steel bottom nose girder 6, armored concrete grade beam 7, crab-bolt 8, cushion block 9.
Specific embodiment
With reference to embodiment, the invention will be further described, but should not be construed above-mentioned subject area of the invention only
It is limited to following embodiments.Without departing from the idea case in the present invention described above, according to ordinary skill knowledge and used
With means, various replacements and change are made, all should included within the scope of the present invention.
Embodiment 1：
The present embodiment discloses a kind of hole post for light gauge cold-formed steel shape house, including U-shaped steel column I 1, U-shaped steel column II 2
With steel plate 3.
Referring to Fig. 1 and Fig. 2, the U-shaped steel column I 1 includes web I 101, the edge of a wing I 102 and the edge of a wing II 103.The U-shaped steel
At the opening of post I 1, the horizontal buckling of the edge of a wing II 103 extends crimping I 1031 of going out.
The U-shaped steel column II 2 includes web II 201, the edge of a wing III 202 and the edge of a wing IV 203.The opening of the U-shaped steel column II 2
Place, the horizontal buckling of the edge of a wing III 202 extends crimping II 2022 of going out.
The steel plate 3 is connected between U-shaped steel column I 1 and U-shaped steel column II 2.The U-shaped steel column I 1 and U-shaped steel column II 2
In the same side of steel plate 3.The two ends of the steel plate 3 are connected with the edge of a wing I 102 and the edge of a wing IV 203 respectively.The U-shaped steel column I 1, U
Steel column II 2 and steel plate 3 are an entirety.Also have on the edge of a wing I 102, the edge of a wing II 103, the edge of a wing III 202 and the edge of a wing IV 203
There is the circuit hole passed through for pipeline.
The opening of the U-shaped steel column I 1 is relative with the plate face of steel plate 3, and outer crimping I 1031 is fitted with steel plate 3.The U-shaped steel
The opening of post II 2 is relative with the plate face of steel plate 3, and outer crimping II 2022 is fitted with steel plate 3.The steel plate 3 and outer crimping I 1031 and
Outer crimping II 2022 is fixedly connected by tapping screw 4.The middle part of the steel plate 3 has 2 groove profile ribbed stiffeners 301.Described two
The width of steel plate 3 is divided into three parts by individual groove profile ribbed stiffener 301.
Referring to Fig. 3, during construction, the top and bottom of hole post are covered with U-shaped steel top nose girder 5 and U-shaped steel bottom nose girder respectively
6.The U-shaped steel top nose girder 5 and U-shaped steel bottom nose girder 6 are open relatively.The U-shaped that hole post upper end extend into U-shaped steel top nose girder 5 is opened
Inside mouth groove.The web I 101, web II 201 and steel plate 3 are fitted with the edge of a wing of U-shaped steel top nose girder 5.It is described in joint place
Web I 101, web II 201 and steel plate 3 are fixedly connected by tapping screw 4 with U-shaped steel top nose girder 5.Hole post lower end extend into
Inside the U-shaped opening groove of U-shaped steel bottom nose girder 6.The edge of a wing of the web I 101, web II 201 and steel plate 3 and U-shaped steel bottom nose girder 6
Laminating.In patch where, the web I 101, web II 201 and steel plate 3 are fixed with U-shaped steel bottom nose girder 6 by tapping screw 4 and connected
Connect.
In the present embodiment, hole post is arranged in the bottom in light gauge cold-formed steel shape house.Referring to Fig. 4 and Fig. 5, the U-shaped steel
The web for pushing up nose girder 5 is fixedly connected with the light gauge cold-formed steel shape beam above the post of hole.The web and steel of the U-shaped steel bottom nose girder 6
Reinforced concrete grade beam 7 is fixedly connected.It is alternate in the armored concrete grade beam 7 to be embedded with crab-bolt 8.The crab-bolt 8 is mixed from reinforcing bar
Appear the upper surface of solidifying soil beam 7.Appear place, U-shaped steel bottom nose girder 6 is fixed on the crab-bolt of armored concrete grade beam 7 by cushion block 9
On 8.The cushion block 9 is C-type steel component.The cushion block 9 is fixedly connected with U-shaped steel bottom nose girder 6 by tapping screw 4.
Embodiment 2：
The present embodiment discloses a kind of hole post for light gauge cold-formed steel shape house, including U-shaped steel column I 1, U-shaped steel column II 2
With steel plate 3.
The U-shaped steel column I 1 includes web I 101, the edge of a wing I 102 and the edge of a wing II 103.At the opening of the U-shaped steel column I 1,
The horizontal buckling of the edge of a wing II 103 extends crimping I 1031 of going out.
The U-shaped steel column II 2 includes web II 201, the edge of a wing III 202 and the edge of a wing IV 203.The opening of the U-shaped steel column II 2
Place, the horizontal buckling of the edge of a wing III 202 extends crimping II 2022 of going out.The edge of a wing I 102, the edge of a wing II 103, the edge of a wing III 202 and the edge of a wing
Also there is the circuit hole passed through for pipeline on IV 203.
The steel plate 3 is connected between U-shaped steel column I 1 and U-shaped steel column II 2.The U-shaped steel column I 1 and U-shaped steel column II 2
In the same side of steel plate 3.The two ends of the steel plate 3 are connected with the edge of a wing I 102 and the edge of a wing IV 203 respectively.The U-shaped steel column I 1, U
Steel column II 2 and steel plate 3 are an entirety.
Referring to Fig. 6, the opening of the U-shaped steel column I 1 is relative with the plate face of steel plate 3, and outer crimping I 1031 is fitted with steel plate 3.
The opening of the U-shaped steel column II 2 is relative with the plate face of steel plate 3, and outer crimping II 2022 is fitted with steel plate 3.The steel plate 3 and outer volume
Side I 1031 is fixedly connected with outer crimping II 2022 by tapping screw 4.The distance between the U-shaped steel column I 1, U-shaped steel column II 2
It is 400mm.The middle part of the steel plate 3 has two groove profile ribbed stiffeners 301.Described two groove profile ribbed stiffeners 301 are by the width of steel plate 3
Degree direction is divided into three parts.
During construction, the top and bottom of hole post are covered with U-shaped steel top nose girder 5 and U-shaped steel bottom nose girder 6 respectively.It is described U-shaped
Steel top nose girder 5 and U-shaped steel bottom nose girder 6 are open relatively.Hole post upper end is extend into inside the U-shaped opening groove of U-shaped steel top nose girder 5.
The web I 101, web II 201 and steel plate 3 are fitted with the edge of a wing of U-shaped steel top nose girder 5.In joint place, the web I 101,
Web II 201 and steel plate 3 are fixedly connected by tapping screw 4 with U-shaped steel top nose girder 5.Hole post lower end extend into U-shaped steel bottom and leads
Inside the U-shaped opening groove of beam 6.The web I 101, web II 201 and steel plate 3 are fitted with the edge of a wing of U-shaped steel bottom nose girder 6.In patch
Where, the web I 101, web II 201 and steel plate 3 are fixedly connected by tapping screw 4 with U-shaped steel bottom nose girder 6.
In the present embodiment, hole post is arranged in 2 layers or more than 2 layers of light gauge cold-formed steel shape house.The U-shaped steel top nose girder
5 web is fixedly connected with the light gauge cold-formed steel shape beam above the post of hole.Under the web and hole post of the U-shaped steel bottom nose girder 6
The light gauge cold-formed steel shape beam of side is fixedly connected.
Claims (5)
1. a kind of hole post for light gauge cold-formed steel shape house, it is characterised in that including U-shaped steel column I (1), U-shaped steel column II
And steel plate (3) (2)；
The U-shaped steel column I (1) includes web I (101), the edge of a wing I (102) and the edge of a wing II (103)；The U-shaped steel column I (1) is opened
At mouthful, the horizontal buckling of the edge of a wing II (103) extends crimping I (1031) of going out；
The U-shaped steel column II (2) includes web II (201), the edge of a wing III (202) and the edge of a wing IV (203)；The U-shaped steel column II (2)
Opening at, the horizontal buckling of the edge of a wing III (202) extend go out crimping II (2022)；
The steel plate (3) is connected between U-shaped steel column I (1) and U-shaped steel column II (2)；The U-shaped steel column I (1) and U-shaped steel column II
(2) positioned at the same side of steel plate (3)；The two ends of the steel plate (3) are connected with the edge of a wing I (102) and the edge of a wing IV (203) respectively；Institute
It is an entirety to state U-shaped steel column I (1), U-shaped steel column II (2) and steel plate (3)；
The opening of the U-shaped steel column I (1) is relative with the plate face of steel plate (3), and outer crimping I (1031) is fitted with steel plate (3)；The U
The opening of steel column II (2) is relative with the plate face of steel plate (3), and outer crimping II (2022) is fitted with steel plate (3)；The steel plate (3)
It is fixedly connected by tapping screw (4) with outer crimping I (1031) and outer crimping II (2022)；The middle part of the steel plate (3) has
Two groove profile ribbed stiffeners (301)；
During construction, the top and bottom of hole post are covered with U-shaped steel top nose girder (5) and the U-shaped steel bottom nose girder (6) respectively；Institute
State U-shaped steel top nose girder (5) and U-shaped steel bottom nose girder (6) opening relative.Hole post upper end extend into the U-shaped on U-shaped steel top nose girder (5)
Inside open slot；The web I (101), web II (201) and steel plate (3) are fitted with the edge of a wing on U-shaped steel top nose girder (5)；In patch
At conjunction, the web I (101), web II (201) and steel plate (3) connect by the way that tapping screw (4) and U-shaped steel top nose girder (5) are fixed
Connect；Hole post lower end is extend into inside the U-shaped opening groove at U-shaped steel bottom nose girder (6)；The web I (101), web II (201) and
Steel plate (3) is fitted with the edge of a wing at U-shaped steel bottom nose girder (6)；In patch where, the web I (101), web II (201) and steel plate
(3) it is fixedly connected with U-shaped steel bottom nose girder (6) by tapping screw (4)；
The web of the U-shaped steel top nose girder (5) is fixedly connected with the light gauge cold-formed steel shape beam above the post of hole；The U-shaped steel bottom
The web of nose girder (6) is fixedly connected with the light gauge cold-formed steel shape beam below the post of hole or armored concrete grade beam (7).
2. a kind of hole post for light gauge cold-formed steel shape house according to claim 1, it is characterised in that：The reinforcing bar
It is alternate in concrete ground beam (7) to be embedded with crab-bolt (8)；The crab-bolt (8) is appeared from the upper surface of armored concrete grade beam (7)；
Appear place, U-shaped steel bottom nose girder (6) is fixed in the crab-bolt of armored concrete grade beam (7) (8) by cushion block (9).
3. a kind of hole post for light gauge cold-formed steel shape house according to claim 2, it is characterised in that：The cushion block
(9) it is C-type steel component；The cushion block (9) is fixedly connected with U-shaped steel bottom nose girder (6) by tapping screw (4).
4. a kind of hole post for light gauge cold-formed steel shape house according to claim 1,2 or 3, it is characterised in that：Institute
State the circuit hole for also having on the edge of a wing I (102), the edge of a wing II (103), the edge of a wing III (202) and the edge of a wing IV (203) and being passed through for pipeline.
5. a kind of hole post for light gauge cold-formed steel shape house according to claim 1, it is characterised in that：It is described U-shaped
The distance between steel column I (1), U-shaped steel column II (2) are 400mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611136427.XA CN106760198B (en) | 2016-12-12 | 2016-12-12 | A kind of hole column for light gauge cold-formed steel shape house |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611136427.XA CN106760198B (en) | 2016-12-12 | 2016-12-12 | A kind of hole column for light gauge cold-formed steel shape house |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106760198A true CN106760198A (en) | 2017-05-31 |
| CN106760198B CN106760198B (en) | 2019-06-18 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201611136427.XA Active CN106760198B (en) | 2016-12-12 | 2016-12-12 | A kind of hole column for light gauge cold-formed steel shape house |
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| Country | Link |
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Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB1407976A (en) * | 1971-09-07 | 1975-10-01 | Catnic Components Ltd | Lintels |
| US6073414A (en) * | 1997-06-12 | 2000-06-13 | Dale Industries, Inc. | Light gauge metal truss system |
| KR20040057173A (en) * | 2002-12-24 | 2004-07-02 | 주식회사 포스코 | The truss formed with a roll forming |
| CN201850707U (en) * | 2010-09-29 | 2011-06-01 | 上海宝冶集团有限公司 | Reinforced-type upright edge-locked fan-shaped plate |
| TWI346169B (en) * | 2004-09-06 | 2011-08-01 | Smorgon Steel Tube Mills Pty Ltd | An improved beam |
| CN204876370U (en) * | 2015-08-27 | 2015-12-16 | 广东友联钢铁制造有限公司 | Turn -up roof boarding |
-
2016
- 2016-12-12 CN CN201611136427.XA patent/CN106760198B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB1407976A (en) * | 1971-09-07 | 1975-10-01 | Catnic Components Ltd | Lintels |
| US6073414A (en) * | 1997-06-12 | 2000-06-13 | Dale Industries, Inc. | Light gauge metal truss system |
| KR20040057173A (en) * | 2002-12-24 | 2004-07-02 | 주식회사 포스코 | The truss formed with a roll forming |
| TWI346169B (en) * | 2004-09-06 | 2011-08-01 | Smorgon Steel Tube Mills Pty Ltd | An improved beam |
| CN201850707U (en) * | 2010-09-29 | 2011-06-01 | 上海宝冶集团有限公司 | Reinforced-type upright edge-locked fan-shaped plate |
| CN204876370U (en) * | 2015-08-27 | 2015-12-16 | 广东友联钢铁制造有限公司 | Turn -up roof boarding |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106760198B (en) | 2019-06-18 |
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