CO2018006449A2 - Estructura de soporte - Google Patents
Estructura de soporteInfo
- Publication number
- CO2018006449A2 CO2018006449A2 CONC2018/0006449A CO2018006449A CO2018006449A2 CO 2018006449 A2 CO2018006449 A2 CO 2018006449A2 CO 2018006449 A CO2018006449 A CO 2018006449A CO 2018006449 A2 CO2018006449 A2 CO 2018006449A2
- Authority
- CO
- Colombia
- Prior art keywords
- connector
- bolts
- bars
- support structure
- bolt
- Prior art date
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
Abstract
La presente invención se refiere a una estructura de soporte (18) que tiene al menos un conector (22) y al menos dos barras (24a-d) arregladas en el conector (22). Las barras (24a-d) son preferiblemente arregladas en el conector (22) en sus regiones de extremo longitudinales. La conexión entre las barras (24a-d) y el conector (22) se logra por al menos un perno (26a-h), en particular por dos pernos (26a-h). El perno (26a-h) es o los pernos (26a-h) son preferiblemente diseñados en la forma de pernos de enchufe, en particular de pernos de ajuste. El perno (26a-h) tiene o los pernos (26a-h) tienen preferiblemente un diámetro de más de 28 mm que actúa en la conexión para el conector (22). Las barras (24a-d) se forman de un acero que tiene un límite elástico superior por encima de 490 MPa. La altura de barra es menor de 200 mm. Las barras (24a-d), pernos (26a-h) y conector (22) son preferiblemente parte de una viga de celosía de la estructura de soporte, en donde la viga de celosía tiene una altura de viga de celosía de al menos 2100 mm.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE102016200868.4A DE102016200868A1 (de) | 2016-01-22 | 2016-01-22 | Traggerüst |
PCT/EP2016/082329 WO2017125238A1 (de) | 2016-01-22 | 2016-12-22 | Traggerüst |
Publications (1)
Publication Number | Publication Date |
---|---|
CO2018006449A2 true CO2018006449A2 (es) | 2018-07-10 |
Family
ID=57737720
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CONC2018/0006449A CO2018006449A2 (es) | 2016-01-22 | 2018-06-22 | Estructura de soporte |
Country Status (13)
Country | Link |
---|---|
US (1) | US20190040638A1 (es) |
EP (1) | EP3405627B1 (es) |
AR (1) | AR107380A1 (es) |
BR (1) | BR112018012896A2 (es) |
CA (1) | CA3014798A1 (es) |
CL (1) | CL2018001655A1 (es) |
CO (1) | CO2018006449A2 (es) |
DE (1) | DE102016200868A1 (es) |
PE (1) | PE20181483A1 (es) |
PH (1) | PH12018501358A1 (es) |
RU (1) | RU2018121097A (es) |
WO (1) | WO2017125238A1 (es) |
ZA (1) | ZA201803761B (es) |
Families Citing this family (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111622108B (zh) * | 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 | 一种基于bim的桥梁高强度螺栓施工方法 |
DE102019203959A1 (de) * | 2019-03-22 | 2020-09-24 | Hünnebeck GmbH | Tragwerksystem für die Herstellung von Bauwerken |
DE102021115948A1 (de) | 2021-06-21 | 2022-12-22 | Doka Gmbh | Bolzenverbinder |
Family Cites Families (17)
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 (de) * | 1972-07-28 | 1973-09-15 | Montan Castell Ag | Metallträger und Verwendung desselben |
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 (de) * | 1997-12-20 | 2001-07-26 | Janke Engineering Gmbh | Modulares System zum Verbinden von Stahlprofilen für die Konstruktion von Stahltragwerken |
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 (ja) * | 2004-07-15 | 2011-06-08 | 新日本製鐵株式会社 | 溶接部疲労強度に優れる建設機械のブーム・アーム部材およびその製造方法 |
DE202008014900U1 (de) * | 2008-11-10 | 2009-02-12 | Hofin Gmbh | Zerlegbare Fachwerkkonstruktion mit funktionalen Knoten |
US8782992B2 (en) * | 2011-04-11 | 2014-07-22 | Juan Lin | Aluminium alloy truss structure |
DE102012106772A1 (de) * | 2012-07-25 | 2014-01-30 | Thyssenkrupp Steel Europe Ag | Modularer Turm einer Windkraftanlage |
DE102014100498A1 (de) * | 2014-01-17 | 2015-07-23 | Wilhelm Layher Verwaltungs-Gmbh | Gerüstriegel |
US10465399B2 (en) * | 2016-06-24 | 2019-11-05 | Apache Industrial Services, Inc. | Integrated construction system |
-
2016
- 2016-01-22 DE DE102016200868.4A patent/DE102016200868A1/de not_active Withdrawn
- 2016-12-22 EP EP16822458.2A patent/EP3405627B1/de active Active
- 2016-12-22 WO PCT/EP2016/082329 patent/WO2017125238A1/de active Application Filing
- 2016-12-22 CA CA3014798A patent/CA3014798A1/en not_active Abandoned
- 2016-12-22 US US16/076,861 patent/US20190040638A1/en not_active Abandoned
- 2016-12-22 BR BR112018012896-1A patent/BR112018012896A2/pt not_active IP Right Cessation
- 2016-12-22 PE PE2018001183A patent/PE20181483A1/es unknown
- 2016-12-22 RU RU2018121097A patent/RU2018121097A/ru not_active Application Discontinuation
-
2017
- 2017-01-17 AR ARP170100120A patent/AR107380A1/es unknown
-
2018
- 2018-06-06 ZA ZA2018/03761A patent/ZA201803761B/en unknown
- 2018-06-18 CL CL2018001655A patent/CL2018001655A1/es unknown
- 2018-06-22 CO CONC2018/0006449A patent/CO2018006449A2/es unknown
- 2018-06-25 PH PH12018501358A patent/PH12018501358A1/en unknown
Also Published As
Publication number | Publication date |
---|---|
EP3405627A1 (de) | 2018-11-28 |
AR107380A1 (es) | 2018-04-25 |
RU2018121097A3 (es) | 2020-05-28 |
US20190040638A1 (en) | 2019-02-07 |
PE20181483A1 (es) | 2018-09-18 |
CL2018001655A1 (es) | 2018-12-07 |
CA3014798A1 (en) | 2017-07-27 |
EP3405627B1 (de) | 2020-02-12 |
PH12018501358A1 (en) | 2019-02-27 |
DE102016200868A1 (de) | 2017-07-27 |
RU2018121097A (ru) | 2020-02-25 |
WO2017125238A1 (de) | 2017-07-27 |
ZA201803761B (en) | 2019-02-27 |
BR112018012896A2 (pt) | 2018-12-04 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CO2018006449A2 (es) | Estructura de soporte | |
AR106370A1 (es) | Sistema caminador hidráulico para tanques de lodo / zarandas vibratorias | |
GB2532682A (en) | Crash barrier | |
CL2018002021A1 (es) | Método y dispositivo para la colocación de una geomembrana | |
MY189919A (en) | A floating unit and a floating structure assembled from such floating units | |
CO2020010195A2 (es) | Patín con rieles laterales para rollo de tubo y método de uso | |
SV2018005613A (es) | Agentes, usos y metodos para el tratamiento | |
PE20181934A1 (es) | Sistema de proteccion antisismica para una losa flotante | |
MX2017012087A (es) | Estabiizador hueco. | |
CL2017001878A1 (es) | Pilote para cimentación, procedimiento de inyección de dicho pilote y procedimiento de fabricación del mismo. | |
ES2958660T3 (es) | Tanque estanco y aislado térmicamente | |
BR112019002871A2 (pt) | método de construção de bloco de caixão, e, estrutura de bloco de caixão | |
AR100483A1 (es) | Contactor para columna de intercambio constituida por una disposición de rellenos estructurados | |
CL2018001810A1 (es) | Sistema de envasado que comprende una pluralidad de sub unidades y una sub unidad. | |
PH12019500948A1 (en) | High-strength wire mesh and rock fall prevention net | |
CL2018003224A1 (es) | Estructura extensible y de carga y un método para erigir una estructura extensible y de carga. | |
CL2021002103A1 (es) | Montajes para la alineación y nivelación de un depósito electrolítico a la expansión o retracción del mismo | |
CL2019001460A1 (es) | Elemento de armadura. | |
CO2019003106A2 (es) | Dintel | |
PH22017000527U1 (en) | An integrated flooring system | |
CL2020001938A1 (es) | Perfil de llave plana para un sistema de cerradura-llave | |
Michels | Archaeological Investigations of the Workman Site, Bedford County, Pennsylvania | |
DOP2015000172A (es) | Cubierta de conexiones de cables | |
AR110281A1 (es) | Cajón módulo para la formación de espacios sobre césped, tierra o similar compuesto por bloques con conectores flexibles que los vinculan | |
UA44846S (uk) | 1.-10. ліжко |