EP1748247A1 - Stiffened channel - Google Patents

Stiffened channel Download PDF

Info

Publication number
EP1748247A1
EP1748247A1 EP04730377A EP04730377A EP1748247A1 EP 1748247 A1 EP1748247 A1 EP 1748247A1 EP 04730377 A EP04730377 A EP 04730377A EP 04730377 A EP04730377 A EP 04730377A EP 1748247 A1 EP1748247 A1 EP 1748247A1
Authority
EP
European Patent Office
Prior art keywords
section
flat surface
central part
bend
flanges
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Withdrawn
Application number
EP04730377A
Other languages
German (de)
French (fr)
Inventor
Federico Martinez-Cepeda
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.)
Individual
Original Assignee
Individual
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
Family has litigation
First worldwide family litigation filed litigation Critical https://patents.darts-ip.com/?family=35198071&utm_source=google_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=EP1748247(A1) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.
Application filed by Individual filed Critical Individual
Publication of EP1748247A1 publication Critical patent/EP1748247A1/en
Withdrawn legal-status Critical Current

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C3/06Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with substantially solid, i.e. unapertured, web
    • E04C3/07Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with substantially solid, i.e. unapertured, web at least partly of bent or otherwise deformed strip- or sheet-like material
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0408Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section
    • E04C2003/0421Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section comprising one single unitary part
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0426Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by material distribution in cross section
    • E04C2003/0434Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by material distribution in cross section the open cross-section free of enclosed cavities
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0443Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section
    • E04C2003/0473U- or C-shaped

Definitions

  • roofs are built on constructions that have no intermediary supports, and outside walls or columns that are separated more than 10 m (40 feet); therefore, and for economic reasons, builders resort to the use of a structural system other than simply supported beams.
  • the structural configuration used for this purpose is called a roof framework;
  • a framework is a structural configuration of elements normally supported at the ends and formed by a series of elements, normally straight, laid out in a certain order and connected one to another, in such manner that stress transmitted from one element to another is the same or is uniformly distributed.
  • a triangle is the only polygon with a form that can be geometrically modified without changing the length of one or more of its sides, the framework essentially consists of a system of triangles.
  • the stiffened profile of this invention is formed by a machined part (10) in a grooved form, that fundamentally includes a central part (20), some flanges (12) located in the upper and lower parts and some finished ends (30), placed at the ends of the machined part (10).
  • flanges (12) or sides consist of a flat surface, divided into three parts or sections: a first section (14) with a flat surface, joined at one end to the central part (20) by means of a bend (22), that with respect to the central part (20) is placed at a ninety degree angle, and at the other end, with a bend (24) to an intermediate section (16) with a flat surface, displaced from the axis of the flanges (12), and forming the stiffened section, followed by a second bend (26) to a third section (18) with a flat surface, that is placed at the same level as the first section (14) followed by a bend (28) with one of the finished ends (30), in such manner that these are at a ninety degree angle from the flanges (12), the axis of the section (16) which, because of the bends, is displaced from the central part of the first section (14) and of the third section (18), in such manner that the middle section (16) will be parallel to those sections.
  • the central part (20) that also has a flat surface, consists of three sections: a first section (32) with a flat surface, joined at the upper end to the bend (22) of the top flange (12), that will be at a ninety degree angle, to continue on to a middle section (34) with a flat surface, which is displaced from the axis of the central part (20), forming the stiffened section, and joined through some bends (38), followed by a third section similar to the first (36) with a flat surface, placed at the same level as the first section (32), ending with a second bend (22) at the lower flange (12) that will be at a ninety degree angle with respect to the central part (20).
  • the finished ends (30) of the machined part (10) consist of a flat and short-sized part at a ninety degree angle with respect to the flanges, serving both as an extremity and as base, and joint for a similar profile meeting it, thus duplicating the resistance of the profile.
  • a shaping or rolling machine will be necessary, whereby, through various steps, the necessary bends will be made until the complete figure of the profile is obtained.
  • a quality material with an adequate thickness must be used in order that it submit to bending in every step in the shaping machine without cracking or being damaged.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Bending Of Plates, Rods, And Pipes (AREA)

Abstract

This is a new grooved stiffened profile with mechanical characteristics superior to already known structural profiles, that can be used in building frameworks for roofing or large architectural vaults, that efficiently supports dead weight.
The parts forming this profile can be summarized to consist of a central part, some flanges or sides placed both on the upper and lower parts, and some finished ends, placed at the ends of the part where these flanges consist of a flat surface, divided into three parts or sections: a first section with a flat surface, joined at one end to the central part by means of a bend, that with respect to the central part, is at a ninety-degree angle, and at the other end, with a bend toward an intermediate section with a flat surface, displaced from the axis of the flanges, and forming the stiffened section, followed by a second bend toward a third section with a flat surface, that is at the same level as the first section followed by a bend with one of the finished ends, in such manner that these are at a ninety degree angle with respect to the flanges, and because the central part, which also has a flat surface, is displaced by three sections: a first section with a flat surface, joined at the upper end to the bend of the upper flange, that shall be at a ninety degree angle, to continue to a middle section with a flat surface, displaced from the axis of the central part, and that forms the stretched section and, which is joined by means of some bends, followed by a third section similar to the first with a flat surface, which is at the same level as the first section, ending with a second bend toward the lower flange that will be at a ninety degree angle with respect to the central part.
Therefore, the scope of the invention is subscribed to the universe of structural profiles used in building frameworks.

Description

  • This is a new grooved stiffened profile with mechanical characteristics superior to already known structural profiles, that can be used in building frameworks for roofing or large architectural vaults, that efficiently supports dead weight.
  • The qualities of its maximum work stress notoriously compete with conventional profiles because of the stiffeners included in it. Additionally, the weight per lineal meter is less than the first, which makes this invention a versatile profile for building roof frameworks and wide vaults.
  • Therefore, the scope of the invention is subscribed to the universe of structural profiles used in building frames.
  • HISTORY OF THE INVENTION
  • In Mexico, as well as in other countries, roofs are built on constructions that have no intermediary supports, and outside walls or columns that are separated more than 10 m (40 feet); therefore, and for economic reasons, builders resort to the use of a structural system other than simply supported beams. The structural configuration used for this purpose is called a roof framework; a framework is a structural configuration of elements normally supported at the ends and formed by a series of elements, normally straight, laid out in a certain order and connected one to another, in such manner that stress transmitted from one element to another is the same or is uniformly distributed. As a triangle is the only polygon with a form that can be geometrically modified without changing the length of one or more of its sides, the framework essentially consists of a system of triangles.
  • In steel frameworks it is common practice that angles be connected among themselves by a connecting plate and rivets, screws and nuts, or welding, forming rigid connections; the stability of a framework does not depend on the rigidity of its joints.
  • We know that steel profiles have been greatly substituting other elements such as wood, mainly because longer open spaces can be built with steel.
  • Steel structural profiles most frequently used in the construction of buildings are beams with (WF) wide flanges; standard I beams, grooved sections, angles and plates.
  • After numerous investigations, a profile has been developed with the technical and mechanical characteristics of the conventional profiles described, but featured for being stiffened, which provides it more rigidity, and appears as an element that supports more loads, and therefore, the same stress as a conventional profile support; with the use of the profile being proposed; this profile supports more stress, which permits us to reduce weight and build structures with wider open spaces.
  • BRIEF DESCRIPTION OF DRAWINGS
    • FIG. 1 is a sectional view of the stiffened profile;
    • FIG. 2 is a perspective of the stiffened profile.
    DESCRIPTION OF THE INVENTION
  • Referring to the drawings described above, the stiffened profile of this invention is formed by a machined part (10) in a grooved form, that fundamentally includes a central part (20), some flanges (12) located in the upper and lower parts and some finished ends (30), placed at the ends of the machined part (10).
  • These flanges (12) or sides consist of a flat surface, divided into three parts or sections: a first section (14) with a flat surface, joined at one end to the central part (20) by means of a bend (22), that with respect to the central part (20) is placed at a ninety degree angle, and at the other end, with a bend (24) to an intermediate section (16) with a flat surface, displaced from the axis of the flanges (12), and forming the stiffened section, followed by a second bend (26) to a third section (18) with a flat surface, that is placed at the same level as the first section(14) followed by a bend (28) with one of the finished ends (30), in such manner that these are at a ninety degree angle from the flanges (12), the axis of the section (16) which, because of the bends, is displaced from the central part of the first section (14) and of the third section (18), in such manner that the middle section (16) will be parallel to those sections.
  • On the other hand, the central part (20) that also has a flat surface, consists of three sections: a first section (32) with a flat surface, joined at the upper end to the bend (22) of the top flange (12), that will be at a ninety degree angle, to continue on to a middle section (34) with a flat surface, which is displaced from the axis of the central part (20), forming the stiffened section, and joined through some bends (38), followed by a third section similar to the first (36) with a flat surface, placed at the same level as the first section (32), ending with a second bend (22) at the lower flange (12) that will be at a ninety degree angle with respect to the central part (20).
  • Finally, the finished ends (30) of the machined part (10) consist of a flat and short-sized part at a ninety degree angle with respect to the flanges, serving both as an extremity and as base, and joint for a similar profile meeting it, thus duplicating the resistance of the profile.
  • THE BEST MANNER OF CARRYING OUT THE INVENTION
  • To form the profile described above, a shaping or rolling machine will be necessary, whereby, through various steps, the necessary bends will be made until the complete figure of the profile is obtained. A quality material with an adequate thickness must be used in order that it submit to bending in every step in the shaping machine without cracking or being damaged.
  • When using a shaping machine and not a bending press, one must be sure that the finished product will have the shape and measurements required in each of the sizes to be produced. With such production equipment one can also obtain prefabricated parts cut to size.
  • Having sufficiently described my invention, I consider it is a novelty and therefore claim as my exclusive property the content of the following clauses.

Claims (3)

  1. Grooved stiffened profile, consisting of a profile machined in the form of a grove, fundamentally consisting of a central part, some flanges or sides placed both at the top as in the lower part, and some flanges or sides placed both on the top and lower parts and some finished ends, placed at the ends of the machined part; featured because these flanges consist of a flat surface, divided into three parts or sections, a first section with a flat surface, joined at one end to the central part through a bend, that in regard to the central part, is placed at ninety degree angle, and on the other end, with a bend at a middle section that has a flat surface, displaced from the axis of the flanges and forming the stiffened section, and is followed by a second bend leading to a third section with a flat surface, which is at the same level as the first section, followed by a bend with one of the finished ends, in such manner that these are at ninety degree angle with respect to the flanges;
    a central part, also with a flat surface, consisting of three sections: a first section with a flat surface, joined at the upper end to the bend of the lower flange, which will be at ninety degree angle, continuing to a second middle section with a flat surface, running from the center line of the central part and forming the stiffened section; which joined through some bends, followed by a third section similar to the first, with a flat surface, at the same level as the first section, ending with a second bend at the lower extremity, that will be at a ninety degree angle with respect to the central part.
  2. Grooved stiffened profile, claimed according to clause one, also featured because the axes of the first section and third sections of the central part with respect of the middle section, are displaced from the axes because of the bends, in such manner that aforementioned section remains parallel to the central part of the first and third section and also because the axes of the first and third sections of the flanges, in relation to the middle section, will be displaced by means of bends in order that such section remain parallel with respect to the above-mentioned axes.
  3. Grooved stiffened profile, claimed according to clause one, also featured because the finished ends of the machined part duplicate the resistance of the profile, because they are placed matching the facing profiles.
EP04730377A 2004-04-29 2004-04-29 Stiffened channel Withdrawn EP1748247A1 (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
PCT/MX2004/000029 WO2005106317A1 (en) 2004-04-29 2004-04-29 Stiffened channel

Publications (1)

Publication Number Publication Date
EP1748247A1 true EP1748247A1 (en) 2007-01-31

Family

ID=35198071

Family Applications (1)

Application Number Title Priority Date Filing Date
EP04730377A Withdrawn EP1748247A1 (en) 2004-04-29 2004-04-29 Stiffened channel

Country Status (7)

Country Link
US (1) US20050241261A1 (en)
EP (1) EP1748247A1 (en)
JP (1) JP2007534868A (en)
CN (1) CN1961177A (en)
BR (1) BRPI0418734A (en)
CA (1) CA2564519C (en)
WO (1) WO2005106317A1 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106268711A (en) * 2016-07-07 2017-01-04 安庆师范大学 Macrocycle molecule modifies the preparation of nano silicon capillary chromatographic column
RU212778U1 (en) * 2021-11-24 2022-08-08 Юрий Николаевич Самохоткин Building profile

Families Citing this family (21)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AU2002952221A0 (en) * 2002-10-23 2002-11-07 Grant Charlwood A beam
US20070095002A1 (en) * 2005-10-28 2007-05-03 Kim-Whitty Suk K Nx steel lumber
US8442804B2 (en) * 2007-10-25 2013-05-14 The Boeing Company Method and apparatus for composite part data extraction
US8285407B2 (en) * 2007-10-25 2012-10-09 The Boeing Company Method and apparatus for composite part data extraction
US8620627B2 (en) * 2009-10-13 2013-12-31 The Boeing Company Composite information display for a part
CN102312483B (en) * 2010-06-30 2013-12-25 谢英俊 Square light steel member with reinforcement parts
US9522512B2 (en) 2010-08-17 2016-12-20 The Boeing Company Methods for making composite structures having composite-to-metal joints
US8993084B2 (en) 2010-08-17 2015-03-31 The Boeing Company Multi-layer metallic structure and composite-to-metal joint methods
US8652606B2 (en) 2010-08-17 2014-02-18 The Boeing Company Composite structures having composite-to-metal joints and method for making the same
CN102900199A (en) * 2012-10-30 2013-01-30 林泽明 C type steel provided with reinforcement fins for building steel structure
US9249622B1 (en) * 2013-09-18 2016-02-02 Premium Garage Door Hardware Inc. Garage door track with inwardly hemmed sidewall, and reinforcing ribs to reduce the incidence of rollout
CN103526878A (en) * 2013-11-07 2014-01-22 沈阳建筑大学 Web bracing cold-formed thin-wall complex crimping channel steel opening component
JP6638577B2 (en) * 2016-06-28 2020-01-29 日本製鉄株式会社 Buckling stiffening structure and section steel
US10465382B2 (en) * 2016-11-30 2019-11-05 Bailey Metal Products Limited Metal stud for use in sound attenuating wall system utilizing high density wallboard
CN107184124A (en) * 2017-06-27 2017-09-22 广州市泰盛卫浴科技有限公司 A kind of cystosepiment and bathtub cover
CN114728322B (en) * 2019-09-25 2024-07-12 日本制铁株式会社 Structural member, method for manufacturing structural member, and device for manufacturing structural member
US11718047B2 (en) 2019-12-12 2023-08-08 The Boeing Company Flyaway stringer end caps
US11806948B2 (en) 2019-12-12 2023-11-07 The Boeing Company Method of forming flyaway stringer end caps
KR102115029B1 (en) * 2020-01-22 2020-05-25 채상원 Section shape steel of high-rigidity
USD1013212S1 (en) * 2020-02-12 2024-01-30 Usg Interiors, Llc Linear ceiling channel
USD1021151S1 (en) 2021-04-26 2024-04-02 Jaimes Industries, Inc. Framing member

Family Cites Families (20)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2508032A (en) * 1945-12-22 1950-05-16 Benjamin H Kennedy Structural metal member
US3483665A (en) * 1967-11-30 1969-12-16 Peter H Miller Dry wall two-piece stud structure
US3852927A (en) * 1971-05-10 1974-12-10 H Birum Apparatus for mounting wallboard
US4018020A (en) * 1973-11-01 1977-04-19 Roblin Industries, Inc. Modular wall construction
ES252676Y (en) * 1980-07-31 1982-10-16 KIT OF COMPONENTS FOR THE FORMATION OF METALLIC STRUCTURES
JPS6029831U (en) * 1983-08-03 1985-02-28 ムツミ工業株式会社 channel steel
DE3513553A1 (en) * 1985-04-16 1986-10-16 Fritz Schäfer GmbH, 5908 Neunkirchen Shelf unit which can be dismantled, in particular shelf unit for pallets
ES1000203Y (en) * 1986-09-16 1988-06-01 Oriol Llobet Jose COMPOSITE PROFILE FOR METALLIC STRUCTURES
US5325651A (en) * 1988-06-24 1994-07-05 Uniframes Holdings Pty. Limited Wall frame structure
JPH03129031A (en) * 1989-05-08 1991-06-03 Uniframes Ltd Metal floor beam
AU129089S (en) * 1996-06-04 1997-01-16 Sheet metal formwork
US6073414A (en) * 1997-06-12 2000-06-13 Dale Industries, Inc. Light gauge metal truss system
US5865008A (en) * 1997-10-14 1999-02-02 Bethlehem Steel Corporation Structural shape for use in frame construction
ES1041857Y (en) * 1998-12-09 2000-01-01 Mecalux LOCKING DEVICE FOR THE LACE BETWEEN SIDES AND SHELF PROPS.
ES1041767Y (en) * 1999-01-25 1999-12-16 Esmena Sa METALLIC PROFILE FOR STRUCTURES AND THE LIKE.
JP2000297498A (en) * 1999-04-13 2000-10-24 Oyo Kikaku:Kk Shape steel
CA2358620A1 (en) * 2000-10-17 2002-04-17 Harold F. Meredith Metal construction panel
US20020139079A1 (en) * 2001-03-29 2002-10-03 Brady Todd A. Clip framing system
DE10207625A1 (en) * 2002-02-22 2003-09-04 Hilti Ag Elongated hollow profile for hanging objects
ES1054148U (en) * 2003-03-05 2003-06-16 Burgos Jose Maria Simon Modular shelf (Machine-translation by Google Translate, not legally binding)

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
See references of WO2005106317A1 *

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106268711A (en) * 2016-07-07 2017-01-04 安庆师范大学 Macrocycle molecule modifies the preparation of nano silicon capillary chromatographic column
RU212778U1 (en) * 2021-11-24 2022-08-08 Юрий Николаевич Самохоткин Building profile

Also Published As

Publication number Publication date
JP2007534868A (en) 2007-11-29
WO2005106317A1 (en) 2005-11-10
BRPI0418734A (en) 2007-09-11
CA2564519C (en) 2014-01-28
CA2564519A1 (en) 2005-11-10
CN1961177A (en) 2007-05-09
US20050241261A1 (en) 2005-11-03

Similar Documents

Publication Publication Date Title
EP1748247A1 (en) Stiffened channel
US4490956A (en) Truss spacer
EP0211671B1 (en) Trussed girder and method of constructing the roof framing of a building using the trussed girder
AU2005295769B2 (en) Building panel and building structure
CN105569331B (en) A kind of simple support method of concrete cylindrical template
KR20060032961A (en) An improved beam
CN110067185B (en) Steel pipe-steel plate combined web steel-concrete combined box girder
US20140123587A1 (en) Framework connecting device of prefabricated building structure
CN111794424A (en) Integral laminated slab honeycomb combination beam and manufacturing method thereof
CN100590273C (en) Joint fitting between members, joint structure of upper and lower floor vertical frame members, and method of joining
CN113047434A (en) Glued wood beam extension node
KR200384389Y1 (en) The supporter for concrete forms of slab
CN211007146U (en) Prefabricated external wall panel and connecting joint
US4821471A (en) Building panel
CN111119405A (en) Assembled steel-wood combined truss
US3102609A (en) Structures
CN211007316U (en) Enclosure structure of fabricated building and steel pipe column used by same
CN211499462U (en) Steel truss structure
CN112176850A (en) Steel-UHPC combined structure shear connector and manufacturing and mounting method thereof
CN207567945U (en) Assembled composite beam rigid joint
CN106760476B (en) Internal connection type scaffold fastener and connection structure thereof
CN105756253B (en) A kind of prestressing force overlaps board member
KR20000066477A (en) Zig assembly for preparing irom bar mesh, process for preparing iron bar mesh using the said zig assembly, and process for construction, utilizing the iron bar mesh
CN210369355U (en) Adjustable groove type fixing device for quickly assembling, disassembling and disassembling roof purline
KR100912552B1 (en) Construction triangular pipe of prefabricated connecting structure

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

17P Request for examination filed

Effective date: 20061026

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IT LI LU MC NL PL PT RO SE SI SK TR

DAX Request for extension of the european patent (deleted)
17Q First examination report despatched

Effective date: 20090911

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: THE APPLICATION IS DEEMED TO BE WITHDRAWN

18D Application deemed to be withdrawn

Effective date: 20100323