BR112018012896A2 - support frame - Google Patents

support frame

Info

Publication number
BR112018012896A2
BR112018012896A2 BR112018012896-1A BR112018012896A BR112018012896A2 BR 112018012896 A2 BR112018012896 A2 BR 112018012896A2 BR 112018012896 A BR112018012896 A BR 112018012896A BR 112018012896 A2 BR112018012896 A2 BR 112018012896A2
Authority
BR
Brazil
Prior art keywords
connector
bars
pins
support frame
pin
Prior art date
Application number
BR112018012896-1A
Other languages
Portuguese (pt)
Inventor
Rupp Markus
Original Assignee
Peri Gmbh
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 Peri Gmbh filed Critical Peri Gmbh
Publication of BR112018012896A2 publication Critical patent/BR112018012896A2/en

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
    • E04G11/48—Supporting structures for shutterings or frames for floors or roofs
    • E04G11/50—Girders, beams, or the like as supporting members for forms
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/38—Arched girders or portal frames
    • E04C3/40—Arched girders or portal frames of metal
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D12/00—Bridges characterised by a combination of structures not covered as a whole by a single one of groups E01D2/00 - E01D11/00
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D21/00—Methods or apparatus specially adapted for erecting or assembling bridges
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
    • E04G11/48—Supporting structures for shutterings or frames for floors or roofs
    • E04G11/50—Girders, beams, or the like as supporting members for forms
    • E04G11/54—Girders, beams, or the like as supporting members for forms of extensible type, with or without adjustable supporting shoes, fishplates, or the like
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0486—Truss like structures composed of separate truss elements
    • E04C2003/0491—Truss like structures composed of separate truss elements the truss elements being located in one single surface or in several parallel surfaces

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Bridges Or Land Bridges (AREA)
  • Mutual Connection Of Rods And Tubes (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Connection Of Plates (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Rod-Shaped Construction Members (AREA)

Abstract

a invenção refere-se a uma armação de suporte (18) que tem pelo menos um conector (22) e pelo menos duas barras (24a a 24d) dispostas no conector (22). as barras (24a a 24d) são preferencialmente dispostas no conector (22) nas regiões de extremidade longitudinal das mesmas. a conexão entre as barras (24a a 24d) e conector (22) é alcançada por pelo menos uma cavilha (26a a 26h), em particular, por duas cavilhas (26a a 26h). a cavilha (26a a 26h) é ou as cavilhas (26a a 26h) são preferencialmente projetadas na forma de cavilhas de plugue, em particular, de cavilhas de encaixe. a cavilha (26a a 26h) tem ou as cavilhas (26a a 26h) têm preferencialmente um diâmetro de mais do que 28 mm que atua na conexão ao conector (22). as barras (24a a 24d) são formadas de um aço que tem um limite de elasticidade superior de acima de 490 mpa. a altura de barra é menor do que 200 mm. as barras (24a a 24d), cavilhas (26a a 26h), e conector (22) são preferencialmente parte de uma viga de treliça da armação de suporte, em que a viga de treliça tem uma altura de viga de treliça de pelo menos 2.100 mm.The invention relates to a support frame (18) having at least one connector (22) and at least two bars (24a to 24d) disposed on the connector (22). the bars 24a-24d are preferably arranged in the connector 22 at the longitudinal end regions thereof. The connection between the bars (24a to 24d) and connector (22) is reached by at least one pin (26a to 26h), in particular by two pins (26a to 26h). the pin 26a to 26h is or the pins 26a to 26h are preferably designed in the form of plug pins, in particular snap pins. the pin (26a to 26h) has or the pins (26a to 26h) preferably have a diameter of more than 28 mm acting at the connection to the connector (22). The bars 24a to 24d are formed of a steel having an upper yield strength of above 490 mpa. The bar height is less than 200mm. bars (24a to 24d), dowels (26a to 26h), and connector (22) are preferably part of a truss beam of the support frame, wherein the truss beam has a truss beam height of at least 2,100. mm

BR112018012896-1A 2016-01-22 2016-12-22 support frame BR112018012896A2 (en)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
DE102016200868.4A DE102016200868A1 (en) 2016-01-22 2016-01-22 shoring
DE102016200868.4 2016-01-22
PCT/EP2016/082329 WO2017125238A1 (en) 2016-01-22 2016-12-22 Supporting framework

Publications (1)

Publication Number Publication Date
BR112018012896A2 true BR112018012896A2 (en) 2018-12-04

Family

ID=57737720

Family Applications (1)

Application Number Title Priority Date Filing Date
BR112018012896-1A BR112018012896A2 (en) 2016-01-22 2016-12-22 support frame

Country Status (13)

Country Link
US (1) US20190040638A1 (en)
EP (1) EP3405627B1 (en)
AR (1) AR107380A1 (en)
BR (1) BR112018012896A2 (en)
CA (1) CA3014798A1 (en)
CL (1) CL2018001655A1 (en)
CO (1) CO2018006449A2 (en)
DE (1) DE102016200868A1 (en)
PE (1) PE20181483A1 (en)
PH (1) PH12018501358A1 (en)
RU (1) RU2018121097A (en)
WO (1) WO2017125238A1 (en)
ZA (1) ZA201803761B (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111622108B (en) * 2019-02-27 2021-09-14 中国铁道科学研究院集团有限公司铁道建筑研究所 BIM-based bridge high-strength bolt construction method
DE102019203959A1 (en) * 2019-03-22 2020-09-24 Hünnebeck GmbH Structural system for the manufacture of structures
DE102021115948A1 (en) 2021-06-21 2022-12-22 Doka Gmbh bolt connector

Family Cites Families (17)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2042463A (en) * 1934-04-21 1936-06-02 Henderson Albert Structural steel member
US2687102A (en) * 1952-12-06 1954-08-24 Erwin Newman Company Truss support
CH541692A (en) * 1972-07-28 1973-09-15 Montan Castell Ag Metal support and use of the same
US5388376A (en) * 1993-02-22 1995-02-14 Stageco, N.V. Portable roof and tower system and method for construction
GB9408499D0 (en) * 1994-04-28 1994-06-22 Edwin Shirley Trucking Limited A releasable joint for joining two construction elements of a transportable stage assembly
US5577353A (en) * 1995-01-27 1996-11-26 Simpson; William G. Steel frame building system and truss assembly for use therein
US6073414A (en) * 1997-06-12 2000-06-13 Dale Industries, Inc. Light gauge metal truss system
DE19758122C2 (en) * 1997-12-20 2001-07-26 Janke Engineering Gmbh Modular system for connecting steel profiles for the construction of steel structures
US20050178818A1 (en) * 1998-12-25 2005-08-18 Kiyokazu Kobayashi Method of joining steel members, method of processing joined surface of steel member and reinforcing member
US6604401B2 (en) * 1999-02-08 2003-08-12 Bunichi Shoji Truss structure, structural members thereof, and a method of manufacture therefor
US6892502B1 (en) * 2003-03-26 2005-05-17 David A. Hubbell Space frame support structure employing weld-free, single-cast structural connectors for highway signs
JP4695355B2 (en) * 2004-07-15 2011-06-08 新日本製鐵株式会社 Boom / arm member for construction machine with excellent weld fatigue strength and method for manufacturing the same
DE202008014900U1 (en) * 2008-11-10 2009-02-12 Hofin Gmbh Dismountable truss structure with functional nodes
US8782992B2 (en) * 2011-04-11 2014-07-22 Juan Lin Aluminium alloy truss structure
DE102012106772A1 (en) * 2012-07-25 2014-01-30 Thyssenkrupp Steel Europe Ag Modular tower of a wind turbine
DE102014100498A1 (en) * 2014-01-17 2015-07-23 Wilhelm Layher Verwaltungs-Gmbh scaffolding bars
US10465399B2 (en) * 2016-06-24 2019-11-05 Apache Industrial Services, Inc. Integrated construction system

Also Published As

Publication number Publication date
US20190040638A1 (en) 2019-02-07
WO2017125238A1 (en) 2017-07-27
EP3405627A1 (en) 2018-11-28
AR107380A1 (en) 2018-04-25
PE20181483A1 (en) 2018-09-18
CL2018001655A1 (en) 2018-12-07
PH12018501358A1 (en) 2019-02-27
RU2018121097A (en) 2020-02-25
CA3014798A1 (en) 2017-07-27
RU2018121097A3 (en) 2020-05-28
ZA201803761B (en) 2019-02-27
EP3405627B1 (en) 2020-02-12
CO2018006449A2 (en) 2018-07-10
DE102016200868A1 (en) 2017-07-27

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Legal Events

Date Code Title Description
B06U Preliminary requirement: requests with searches performed by other patent offices: procedure suspended [chapter 6.21 patent gazette]
B08F Application dismissed because of non-payment of annual fees [chapter 8.6 patent gazette]

Free format text: REFERENTE A 5A ANUIDADE.

B08K Patent lapsed as no evidence of payment of the annual fee has been furnished to inpi [chapter 8.11 patent gazette]

Free format text: EM VIRTUDE DO ARQUIVAMENTO PUBLICADO NA RPI 2650 DE 19-10-2021 E CONSIDERANDO AUSENCIA DE MANIFESTACAO DENTRO DOS PRAZOS LEGAIS, INFORMO QUE CABE SER MANTIDO O ARQUIVAMENTO DO PEDIDO DE PATENTE, CONFORME O DISPOSTO NO ARTIGO 12, DA RESOLUCAO 113/2013.