CN204919883U - Novel gate -type frame steel construction building external wall structure - Google Patents

Novel gate -type frame steel construction building external wall structure Download PDF

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Publication number
CN204919883U
CN204919883U CN201520645211.0U CN201520645211U CN204919883U CN 204919883 U CN204919883 U CN 204919883U CN 201520645211 U CN201520645211 U CN 201520645211U CN 204919883 U CN204919883 U CN 204919883U
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CN
China
Prior art keywords
metope purlin
iron
metope
purlin
web
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.)
Withdrawn - After Issue
Application number
CN201520645211.0U
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Chinese (zh)
Inventor
万红杰
郭广才
周静
王利刚
王宏达
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.)
HENAN HONGYU INDUSTRY EQUIPMENT ENGINEERING Co Ltd
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HENAN HONGYU INDUSTRY EQUIPMENT ENGINEERING Co Ltd
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Priority to CN201520645211.0U priority Critical patent/CN204919883U/en
Application granted granted Critical
Publication of CN204919883U publication Critical patent/CN204919883U/en
Withdrawn - After Issue legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

Novel gate -type frame steel construction building external wall structure, steel column including wall purlin and the vertical setting of a plurality of, the steel column adopts the I -steel, the I -steel includes the web, the interior flange plate at connection both ends inside and outside web flange plate outside with, interior flange plate is parallel with outer flange plate, the web both sides that are close to outer flange plate on the I -steel all are connected with the wall purlin and hold in the palm, the wall purlin is perpendicular with the web of I -steel, the both ends of wall purlin are connected two wall purlins that correspond respectively and are held in the palm on adjacent I -steel, there is the crane factory building can effectively improve the stability that the crane starts the braking in -process, and can suitably reduce the width of steel column flange plate, 5% -15%'s materials can be saved to the steel column.

Description

Novel gantry frame steel structure outer wall structure of building
Technical field
The present invention relates to steel building field, especially relate to a kind of steel work exterior wall.
Background technology
Current steel work exterior wall adopts i iron as steel column, and i iron can adopt H profile steel, and H profile steel comprises web, is connected to the outer frange plate at web two ends and interior frange plate, and outer frange plate is parallel with interior frange plate.As shown in Figure 2,4, conventional mounting arrangements: metope purlin 2 is generally arranged on the outside of the outer frange plate of steel column 7, and metope purlin 2 adopts metope purlin.Adjacent steel column 7 intermediate arrangement plays the tie-rod of stabilization, and column braces can be arranged in the more workshop of a number between part steel column, plays stabilization; The workshop being designed with crane can increase the width of steel column frange plate, is increased in the stability of steel column in crane use procedure.But the shortcoming of this connected mode is: i iron is positioned at the outside of room wall, the space occupied by i iron can not utilize, and wastes space.Moreover the end of two metope purlins 2 is adjacent and do not contact, be just bolted in outside with steel column 7, the syndeton of formation is stressed bad, and its resistance to overturning is poor.
Summary of the invention
The object of the present invention is to provide a kind of novel gantry frame steel structure outer wall structure of building, strengthen the bulk strength of external wall structure, and increase usable floor area.
Technical scheme of the present invention is:
Novel gantry frame steel structure outer wall structure of building, comprise metope purlin and several steel columns vertically arranged, steel column adopts i iron, i iron comprises web, be connected to the interior frange plate at two ends inside and outside web and outer frange plate, interior frange plate is parallel with outer frange plate, web both sides near outer frange plate on i iron are all connected with the holder of metope purlin, metope purlin is vertical with the web of i iron, the two ends of metope purlin are connected in two metope purlins holder corresponding on adjacent i iron, metope purlin side is in the outer part parallel with the lateral surface of the outer frange plate of i iron, on the bearing of trend of web, distance between the lateral surface of the outer frange plate of metope purlin side in the outer part and i iron is ± 1 centimetre.
The end of the holder of metope purlin and metope purlin is bolted.
The holder of metope purlin is connected with the welding edges of metope purlin.
Metope purlin adopts C-type steel, the opening upwards of metope purlin.
Metope purlin adopts C-type steel, and the opening of metope purlin is towards frange plate in i iron.
Some metope purlins are connected between two i iron at interval from top to bottom, are parallel to each other between metope purlin.
The cross section of described metope purlin holder is L shape, the vertical section that the holder of metope purlin comprises horizontal segment and upwards bends, and horizontal segment is connected horizontally on the web of i iron, and the end of metope purlin is connected on this horizontal segment.
Vertical section is positioned at the centre position of web, and vertical section is positioned at metope purlin side.
The lateral surface of the outer frange plate of metope purlin side in the outer part and i iron is in the same plane.
Metope purlin is arranged between adjacent steel column by the present invention, and aliging with the outer frange plate of steel column in the outside of purlin, can increase building span, improves usable floor area.Save purlin length.
Advantage:
1, purlin is arranged between steel column, the stability of steel column can be improved 50%,
2, the use that tie-rod, column braces etc. play the component of stabilization can be reduced, save raw-material use.3, have crane mill building effectively can improve crane and start stability in braking procedure, and the width of steel column frange plate suitably can be reduced, steel column can save the materials of 5%--15%.
4, can increase and use width to increase by 0.5 meter in factory building, the usable floor area of 3%--6% can be increased.
Accompanying drawing explanation
Fig. 1 is structural representation of the present invention;
Fig. 2 is the schematic diagram of the section of existing external wall structure;
Fig. 3 is the A-A sectional view of Fig. 1;
Fig. 4 is the B-B sectional view of existing external wall structure in Fig. 2;
Fig. 5 is the C-C sectional view of Fig. 3;
Fig. 6 is the schematic diagram of metope metope purlin holder;
Fig. 7 is the D-D sectional view of Fig. 6.
Detailed description of the invention
As shown in Fig. 1,3,5, the present invention includes some metope purlins 2 and several steel columns 7 vertically arranged, steel column 7 adopts i iron 1, i iron in the present embodiment is H profile steel, i iron 1 comprises web 5, is connected to outer frange plate 3 and the interior frange plate 4 at web 5 two ends, and outer frange plate 3 is parallel with interior frange plate 4.Metope purlin 2 uses as purlin.Between two i iron 1, interval connects some metope purlins 2 from top to bottom, is parallel to each other between metope purlin 2.In the present embodiment, metope purlin 2 adopts C-type steel.
Web 5 both sides near outer frange plate 3 on i iron are all connected with metope purlin holder 6, metope purlin 2 is vertical with the web 5 of i iron 1, the two ends of metope purlin 2 are connected in two metope purlins holder 6 corresponding on adjacent i iron, metope purlin 2 side 2-1 is in the outer part parallel with the lateral surface 3-1 of the outer frange plate 3 of i iron, on the bearing of trend of web 5, the distance between the lateral surface 3-1 of the outer frange plate 3 of metope purlin 2 side 2-1 in the outer part and i iron is ± 1 centimetre.Under normal circumstances, side 2-1 and lateral surface 3-1 is in the same plane.
As shown in Figure 6,7, the bracket of metope purlin holder 6 to be a cross section be L shape, the vertical section 6-2 that metope purlin holder 6 comprises horizontal segment 6-1 and upwards bends, horizontal segment 6-1 level is fixedly connected on the web 5 of i iron 1, and the end of metope purlin 2 is connected on horizontal segment 6-1.Vertical section 6-2 upwards curved 90 degree, keeps off on the inner side of metope purlin holder 6, can prevent metope purlin 2 from sliding to the inside.Metope purlin holder 6 is connected with bolt with between steel column 7 or welds.
Metope purlin holder 6 can be bolted with the end of metope purlin 2, and metope purlin holder 6 is provided with connecting hole, and the end opens of metope purlin 2 has the hole with connecting hole position adaptation.Metope purlin holder 6 also can adopt with the end of metope purlin 2 and be welded to connect.
The opening upwards of metope purlin 2 or opening are towards frange plate 4 in steel column 7.
After having assembled, body of wall made by the outer frange plate 3 place sheet material of steel column 7, and the body of wall between adjacent steel column 7 can use as the interior space to the space of interior frange plate 4.This connected mode makes total more stable, and bulk strength is increased.
Metope purlin mounting method for novel gantry frame steel structure outer wall structure of building:
The first step, be fixedly connected with metope purlin holder 6 in web 5 both sides of every root i iron, metope purlin holder 6 is near outer frange plate 3;
The two ends of metope purlin (the present embodiment is metope purlin 2) are connected in the metope purlin holder 6 be oppositely arranged by second step; The lateral surface of metope purlin keeps concordant with the lateral surface of outer frange plate 3;
3rd step, installs wallboard between column 7 and metope purlin, and wallboard is concordant with the lateral surface of metope purlin;
4th step, completes installation.

Claims (9)

1. novel gantry frame steel structure outer wall structure of building, comprise metope purlin and several steel columns vertically arranged, steel column adopts i iron, i iron comprises web, be connected to the interior frange plate at two ends inside and outside web and outer frange plate, interior frange plate is parallel with outer frange plate, it is characterized in that: the web both sides near outer frange plate on i iron are all connected with the holder of metope purlin, metope purlin is vertical with the web of i iron, the two ends of metope purlin are connected in two metope purlins holder corresponding on adjacent i iron, metope purlin side is in the outer part parallel with the lateral surface of the outer frange plate of i iron, on the bearing of trend of web, distance between the lateral surface of the outer frange plate of metope purlin side in the outer part and i iron is ± 1 centimetre.
2. novel gantry frame steel structure outer wall structure of building according to claim 1, is characterized in that: the end of the holder of metope purlin and metope purlin is bolted.
3. novel gantry frame steel structure outer wall structure of building according to claim 1, is characterized in that: the holder of metope purlin is connected with the welding edges of metope purlin.
4. the novel gantry frame steel structure outer wall structure of building according to claim 1-3 arbitrary, is characterized in that: metope purlin adopts C-type steel, the opening upwards of metope purlin.
5. the novel gantry frame steel structure outer wall structure of building according to claim 1-3 arbitrary, is characterized in that: metope purlin adopts C-type steel, and the opening of metope purlin is towards frange plate in i iron.
6. novel gantry frame steel structure outer wall structure of building according to claim 1, is characterized in that: some metope purlins are connected between two i iron at interval from top to bottom, are parallel to each other between metope purlin.
7. novel gantry frame steel structure outer wall structure of building according to claim 1, it is characterized in that: the cross section of described metope purlin holder is L shape, the vertical section that the holder of metope purlin comprises horizontal segment and upwards bends, horizontal segment is connected horizontally on the web of i iron, and the end of metope purlin is connected on this horizontal segment.
8. novel gantry frame steel structure outer wall structure of building according to claim 7, is characterized in that: vertically section is positioned at the centre position of web, and vertical section is positioned at metope purlin side.
9. novel gantry frame steel structure outer wall structure of building according to claim 1, is characterized in that: the lateral surface of the outer frange plate of metope purlin side in the outer part and i iron is in the same plane.
CN201520645211.0U 2015-08-25 2015-08-25 Novel gate -type frame steel construction building external wall structure Withdrawn - After Issue CN204919883U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201520645211.0U CN204919883U (en) 2015-08-25 2015-08-25 Novel gate -type frame steel construction building external wall structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201520645211.0U CN204919883U (en) 2015-08-25 2015-08-25 Novel gate -type frame steel construction building external wall structure

Publications (1)

Publication Number Publication Date
CN204919883U true CN204919883U (en) 2015-12-30

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CN201520645211.0U Withdrawn - After Issue CN204919883U (en) 2015-08-25 2015-08-25 Novel gate -type frame steel construction building external wall structure

Country Status (1)

Country Link
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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105239700A (en) * 2015-08-25 2016-01-13 河南鸿宇工业装备工程有限公司 Novel portal-frame steel-structural building exterior wall structure and mounting method of wall purlins
CN114658267A (en) * 2022-04-18 2022-06-24 中国电建集团贵州电力设计研究院有限公司 Industrial factory building with adjustable purlin

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105239700A (en) * 2015-08-25 2016-01-13 河南鸿宇工业装备工程有限公司 Novel portal-frame steel-structural building exterior wall structure and mounting method of wall purlins
CN105239700B (en) * 2015-08-25 2018-06-29 河南鸿宇工业装备工程有限公司 Novel gantry frame steel structure outer wall structure of building and wall purlins installation method
CN114658267A (en) * 2022-04-18 2022-06-24 中国电建集团贵州电力设计研究院有限公司 Industrial factory building with adjustable purlin
CN114658267B (en) * 2022-04-18 2024-01-23 中国电建集团贵州电力设计研究院有限公司 Industrial factory building with adjustable purlin

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GR01 Patent grant
AV01 Patent right actively abandoned

Granted publication date: 20151230

Effective date of abandoning: 20180629

AV01 Patent right actively abandoned