CN1365863A - Roof plate - Google Patents

Roof plate Download PDF

Info

Publication number
CN1365863A
CN1365863A CN 02101868 CN02101868A CN1365863A CN 1365863 A CN1365863 A CN 1365863A CN 02101868 CN02101868 CN 02101868 CN 02101868 A CN02101868 A CN 02101868A CN 1365863 A CN1365863 A CN 1365863A
Authority
CN
China
Prior art keywords
flange
constracture unit
cold
rib
metal
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.)
Granted
Application number
CN 02101868
Other languages
Chinese (zh)
Other versions
CN1230260C (en
Inventor
坎贝尔·J·塞科姆
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.)
BHP STEEL (RP) PTY Ltd
BHP Steel JLA Pty Ltd
Original Assignee
BHP STEEL (RP) PTY Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by BHP STEEL (RP) PTY Ltd filed Critical BHP STEEL (RP) PTY Ltd
Publication of CN1365863A publication Critical patent/CN1365863A/en
Application granted granted Critical
Publication of CN1230260C publication Critical patent/CN1230260C/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Abstract

The present invention relates to a roof panels comprising a plate and a pair of opposite flanges. Each of the flange comprises cold reduction ribs which project to inner side and extend lengthways. The ribs are formed to approximately the same shape and are formed closely to the free edges of the corresponding flanges. The adjacent roof panels are connected by slender skein obtained by using traditional machine in situ. The roof panels are cold rolled to passage section profile by traditional cold rolling machine. The flanges are cold reduced to deform the lengthways ribs comprising the flanges are differential drawn by extruding using variable force. The roof panels are lengthways pre-warped by the cold reducing or drawing of the flanges. The pre-warped of the roof panels are eliminated by the wave of the flanges.

Description

Roofing slab
Technical field
The present invention generally relates to a kind of elongated metal building element, and particularly but be not exclusively involved in a kind of roofing slab of metal.
Summary of the invention
According to an aspect of the present invention, provide a kind of method that forms the long and thin metal Constracture unit of channel cross-section profile, this Constracture unit comprises a flat board and a pair of relative flange, said method comprising the steps of:
With the sheet metal rolling formation is the channel cross-section profile; And
The part of at least one is to form the rib of inwardly outstanding and longitudinal extension, vertically pre-this Constracture unit of warpage of the cold reduction of described flange in a pair of opposing flanges of cold reduction (cold reducing).
Preferred this method also is included in the ripple that forms horizontal expansion in described at least one opposing flanges.More preferably the transverse wave cross section is for vertically being tapered, and wherein, maximum ripple is formed near the corresponding rib.Usually, transverse wave works in the camber of removing Constracture unit.
Preferred cold step of reducing comprises that the described part of differential stretch flange is to form rib.More preferably differential stretching is by realizing with variable power crush ribs.
Preferred this method also comprises the step of described at least one flange of cold forming, and thus, described ripple can be flattened basically.Usually, this cold forming of flange is implemented when recovering vertical camber of Constracture unit.
According to a further aspect in the invention, a kind of long and thin metal Constracture unit of channel cross-section profile is provided, this element comprises a flat board and an a pair of relative flange, and each flange all has an inwardly outstanding also rib of the cold reduction of longitudinal extension, and this Constracture unit is by vertical pre-warpage.
Preferred elongated metal building element is in a plurality of described Constracture unit that is juxtaposed to each other.More preferably adjacent Constracture unit connects via elongated cuff, this cuff be configured to be positioned at corresponding and adjacent ribs adjacent rib near.
Preferred elongated metal building element is made of light relatively specification and the low steel that stretches.Metal roof can be made of the metal of precoating, and this metal is all in this way at the commercial general ZINCALUME of Australia (trade mark).
Usually, the long and thin metal Constracture unit is a metal roof panel.
Description of drawings
Understand the present invention better in order to be beneficial to, with the preferred embodiment that only describes the long and thin metal Constracture unit with reference to the accompanying drawings in the mode of example with and manufacture method.Wherein:
Fig. 1 is the cross-sectional view with the sectional drawing adjacent metal Constracture unit together of the amplification of elongated cuff; And
Fig. 2 is the indicative flowchart of general step included in forming Constracture unit process shown in Figure 1.
The specific embodiment
As shown in Figure 1, show the part of adjacent metal Constracture unit 10,12 respectively, each element is elongated and is the channel cross-section profile.The metal building element 10 and 12 of the present embodiment roofing slab that the metal of precoating of relative light specification (0.6mm) forms of serving as reasons, this metal is as at the commercial general ZINCALUME of Australia (trade mark).
Roofing slab 10 comprises flat board 14 and a pair of relative flange 16 and 18 respectively.Each flange 16 and 18 comprises inwardly outstanding and the cold reduction rib 20 of longitudinal extension and 22. Rib 20 and 22 is shaped as basic identical each other, and forms near the free edge of respective flanges 16 and 18. Adjacent ribs 16 and 18 adjacent rib 20 and 22 are in alignment with each other, and against the time together roughly form the rhomboid shape.Adjacent roofing slab 10 connects together via elongated cuff 24 with 12.Cuff 24 utilizes the on-the-spot manufacturing of traditional seam machine, and this machine is around adjacent rib (20 and 22) distortion and extruding cuff 24.Cuff 24 also act as protection precoating steel, and these steel may be damaged in the process that forms rib 20 and 22.
Fig. 2 is the schematic block diagrams that forms the method for optimizing of long and thin metal Constracture unit, and in this example, the long and thin metal Constracture unit is the roofing slab that is formed by sheet metal.Roughly step included in forming roofing slab 10 or 12 processes is as follows:
(i) sheet metal is preferably by cold roll-in, to form the channel cross-section profile that comprises dull and stereotyped and a pair of opposing flanges;
The (ii) cold reduction of free edge part of opposing flanges is to form the rib of inwardly outstanding and longitudinal extension;
(iii) in relative flange, form horizontal ripple;
The roofing slab that (iv) forms rib and ripple cuts by Len req.
Utilize traditional rolling formation machine and technology, the roofing slab 10 of present embodiment or 12 is the channel cross-section profile by cold rolling formation.The cold reduction of flange 16 comprises by the differential stretch flange 16 with variable power crush ribs 16 with the step that forms longitudinal rib 20.Sheet metal is stretched or prolongs approximately 5%, and therefore, this method is particularly suitable for low the stretching or soft relatively steel.Usually, by the rolling formation flange, rib is formed on the related free edge edge of opposing flanges.
Flange 16 or 18 cold reduction or vertical pre-warpage roofing slab 10 or 12 of that stretches.Flange 16 or 18 corrugated design become to remove the camber of roofing slab 10 or 12.In this example, the transverse wave cross section is for vertically being tapered, and maximum ripple is formed near respective rib 20 or 22.Transverse wave utilizes traditional cold rolling formation machine to form.In order to be beneficial to on-the-spot transportation and to build, and removed camber.
The roofing slab 10 and 12 that is formed with rib and ripple cuts by Len req then.This is to utilize traditional shear to realize.The roofing slab 10 and 12 that is cut is then by stacked, or wires up, so that transportation.
Roofing slab 10 and 12 is designed at the scene warpage in advance.This is realized by the ripple in the flange 16 and 18 that flattens roofing slab 10 or 12.Ripple is removed by cold forming device to small part, the ripple in this cold forming device leveling flange 16 and 18.Then, roofing slab 10 or 12 returns to its state of warpage in advance.
Those skilled in the art will appreciate that the present invention described here is easy to be different from this specifically described change and modification.For example, the specific cross section profile of Constracture unit can change, as long as it is roughly channel cross-section, for example, flat board can comprise the ribs of one or more longitudinal extensions.The order of manufacturing step can change and with described different, for example, sheet metal can coldly reduce, forming the rib of longitudinal extension, and then prior to rolling formation and rippleization.
All this variations and modification considered to be within the scope of the present invention.
In the general introduction of front of the present invention, except the place that content needs, other are local owing to representation language or necessary hint, and term " comprises " meaning with " comprising ".

Claims (13)

1. method that forms the long and thin metal Constracture unit of channel cross-section profile, this element have a dull and stereotyped and a pair of relative flange, said method comprising the steps of:
With the sheet metal rolling formation is the channel cross-section profile; And
Cold reduction this at least one the part in the opposing flanges, to form the rib of inwardly outstanding and longitudinal extension, vertically pre-this Constracture unit of warpage of the cold reduction of described flange.
2. the method for claim 1, wherein be included in the step that forms the ripple of horizontal expansion in described at least one opposing flanges.
3. method as claimed in claim 2, wherein, the cross section of transverse wave vertically is tapered, and maximum ripple is formed near the corresponding rib.
4. as claim 2 or 3 described methods, wherein, transverse wave is implemented when removing camber from Constracture unit.
5. the method according to any one of the preceding claims, wherein, cold step of reducing comprises that the described part of differential stretch flange is to form rib.
6. method as claimed in claim 5, wherein, differential stretching is by realizing with variable power crush ribs.
7. method as claimed in claim 2 wherein, also comprises the step of described at least one flange of cold forming, smooth basically whereby described ripple.
8. method as claimed in claim 7, wherein, the described cold forming of flange is implemented when recovering the vertical camber of Constracture unit.
9. the long and thin metal Constracture unit of a channel cross-section profile comprises a flat board and a pair of relative flange, and each flange has the cold reduction rib to inner process and longitudinal extension, and this Constracture unit is by vertically pre-warpage.
10. metal building element as claimed in claim 9, wherein, described Constracture unit is in a plurality of described Constracture unit that is juxtaposed to each other.
11. metal building element as claimed in claim 10, wherein, the adjacent architectural element connects together via elongated cuff, this cuff be configured to be positioned at corresponding and adjacent flange rib near.
12. as each described metal building element in the claim 9 to 11, wherein, described Constracture unit is by light relatively specification and the low steel structure that stretches.
13. as each described metal building element in the claim 9 to 12, wherein, described Constracture unit is a metal roof panel.
CN 02101868 2001-01-17 2002-01-16 Roof plate Expired - Fee Related CN1230260C (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
AUPR2565 2001-01-17
AUPR2565A AUPR256501A0 (en) 2001-01-17 2001-01-17 Roof panels

Publications (2)

Publication Number Publication Date
CN1365863A true CN1365863A (en) 2002-08-28
CN1230260C CN1230260C (en) 2005-12-07

Family

ID=3826600

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 02101868 Expired - Fee Related CN1230260C (en) 2001-01-17 2002-01-16 Roof plate

Country Status (4)

Country Link
CN (1) CN1230260C (en)
AU (1) AUPR256501A0 (en)
MY (1) MY128436A (en)
SG (1) SG103331A1 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101835947B (en) * 2007-08-31 2013-03-27 布卢斯科普钢铁有限公司 A cladding sheet

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4881355A (en) * 1986-03-12 1989-11-21 Usg Interiors, Inc. Cold roll-formed structures and method and apparatus for producing same
US4962622A (en) * 1989-06-01 1990-10-16 H. H. Robertson Company Profiled sheet metal building unit and method for making the same
SE514615C2 (en) * 1998-09-22 2001-03-19 Rolf Nystroem Joist Beam

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101835947B (en) * 2007-08-31 2013-03-27 布卢斯科普钢铁有限公司 A cladding sheet

Also Published As

Publication number Publication date
MY128436A (en) 2007-02-28
SG103331A1 (en) 2004-04-29
CN1230260C (en) 2005-12-07
AUPR256501A0 (en) 2001-02-08

Similar Documents

Publication Publication Date Title
CN101641168B (en) Metal blank with binder trim component and method
CN1233700A (en) Grid tee with integrally stitched web
US8359813B2 (en) Steel stud with openings and edge formations and method
US9511413B2 (en) Method of making strip formed by web-connected wires
CN1946494A (en) A production line and a method of forming profiles
CN1167867A (en) Brick support
US7678219B2 (en) Method for making segmented composite panel with false joints
CN105133773A (en) Grid members for a suspended ceiling and methods of making same
EP1631728A1 (en) Profiled rail and method for producing a profiled rail
CN1059380C (en) Method for continuous manufacture of profield sections and a device for performing the method
CA2404320C (en) Steel stud with openings and edge formations and method
CN1230260C (en) Roof plate
US7908811B2 (en) Construction element
CN2773226Y (en) Roofing and external wall decorative board bridging
CN1666841A (en) Method for manufacturing metal outer frame for panel display
CN100351476C (en) Metal roof truss
WO2006112903A1 (en) Manufacturing process for roll-formed vehicle panels
CN1266358C (en) Construction at panel
CN2683739Y (en) Combined unit curtain wall
JP2010037908A (en) Folded metal sheet for roof and method of manufacturing the same
AU782668B2 (en) Roof panels
CN1959245A (en) Motor support of outdoor machine of air conditioner
CN2868963Y (en) Decorative board for automatic staincase
CN1250845C (en) Light-weight building material
CN219748186U (en) Be used for corrugated board cold-formed section bar to tailor subassembly

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C14 Grant of patent or utility model
GR01 Patent grant
C17 Cessation of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20051207

Termination date: 20100219