ES2597236A1 - Beam support strut for concrete formwork (Machine-translation by Google Translate, not legally binding) - Google Patents

Beam support strut for concrete formwork (Machine-translation by Google Translate, not legally binding) Download PDF

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Publication number
ES2597236A1
ES2597236A1 ES201531044A ES201531044A ES2597236A1 ES 2597236 A1 ES2597236 A1 ES 2597236A1 ES 201531044 A ES201531044 A ES 201531044A ES 201531044 A ES201531044 A ES 201531044A ES 2597236 A1 ES2597236 A1 ES 2597236A1
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Spain
Prior art keywords
strut
support
base
translation
machine
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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
ES201531044A
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Spanish (es)
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ES2597236B1 (en
Inventor
José Luis UBIÑANA FÉLIX
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.)
Sistemas Tecnicos de Encofrados SA
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Sistemas Tecnicos de Encofrados SA
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Priority to ES201531044A priority Critical patent/ES2597236B1/en
Publication of ES2597236A1 publication Critical patent/ES2597236A1/en
Application granted granted Critical
Publication of ES2597236B1 publication Critical patent/ES2597236B1/en
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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
    • E04G25/00—Shores or struts; Chocks
    • E04G25/04—Shores or struts; Chocks telescopic
    • E04G25/06—Shores or struts; Chocks telescopic with parts held together by positive means
    • 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
    • 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
    • E04G11/483—Supporting heads

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

Beam support strut for concrete shuttering. The strut has two movable elements telescopically connected by a device of variation of the length, one of them having a support base and the other, an upper head for the support of a beam, and which comprises, jointly and in combination: a) a base of support of the strut that adopts conjugated form to the structure on which it is supported; b) an upper head of the strut that adopts a conjugate form to the element to be supported by the floor or work formwork; and c) the head of the upper part of the strut and the base of support of the lower part thereof are articulated with respect to the corresponding strut elements. (Machine-translation by Google Translate, not legally binding)

Description

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La figura 6 muestra una vista esquemática de un ejemplo de colocación de múltiples puntales para el soporte de un encofrado de piso horizontal en el caso en el que la base de apoyo es inclinada. Figure 6 shows a schematic view of an example of placing multiple struts for the support of a horizontal floor formwork in the case where the support base is inclined.

La figura 7 muestra esquemáticamente un ejemplo de realización en la que tanto la base de apoyo como las vigas a soportar quedan dispuestas con un determinado ángulo de inclinación. Figure 7 schematically shows an exemplary embodiment in which both the support base and the beams to be supported are arranged at a certain angle of inclination.

La figura 8 es una representación en perspectiva de una variante del cabezal superior de apoyo del puntal. Figure 8 is a perspective representation of a variant of the upper support head of the strut.

Tal como se puede observar en las figuras 1 y 2, el puntal objeto de la presente invención se compone de un elemento de pie o soporte integrado por un elemento tubular -1-que recibe interiormente otro elemento tubular -2-, pudiéndose desplazar uno dentro del otro de forma telescópica, presentando un dispositivo de fijación -3-, por ejemplo con tuerca y pasador, que permite fijar los elementos -1-y -2-de manera que se pueden adaptar a alturas variables de la obra de construcción. El puntal presenta una base -4-para su apoyo, preferentemente en un perfil de forma no plana, tal como el borde de un forjado de piso, borde de una viga, etc., complementándose con el cabezal superior -5-destinado a acoplarse a la viga u otro elemento a soportar del piso superior de la obra. As can be seen in Figures 1 and 2, the strut object of the present invention is composed of a foot element or support integrated by a tubular element -1-that internally receives another tubular element -2-, being able to move one inside the other telescopically, presenting a fixing device -3-, for example with nut and pin, which allows to fix the elements -1-and -2-so that they can be adapted to varying heights of the construction site. The strut has a base -4-for its support, preferably in a non-planar profile, such as the edge of a floor slab, edge of a beam, etc., complementing it with the upper head -5-intended to be coupled to the beam or other element to support the upper floor of the work.

La base -4-quedará constituida preferentemente en forma de una estructura en L, figura 4, con un brazo horizontal -6-destinado a apoyarse sobre una superficie plana de la zona de apoyo, y otro brazo dispuesto en ángulo -7-destinado a apoyarse en otra superficie de la viga o forjado de piso. Habitualmente, las superficies -6-y -7-formarán ángulo recto entre sí. The base -4-will preferably be formed in the form of an L-structure, figure 4, with a horizontal arm -6-destined to rest on a flat surface of the support area, and another arm arranged at an angle -7-destined to lean on another beam surface or floor slab. Usually, the surfaces -6-and -7-will form a right angle to each other.

La articulación de la base -4-en el elemento inferior -1-del puntal se puede realizar, por ejemplo, mediante un eje transversal -8-que atraviesa sendas alas -9-y -10-de la base -4así como el extremo del elemento -1-del puntal. La limitación del ángulo de giro entre el elemento de puntal -1-y la base -4-se puede conseguir por diversos medios de tope, entre los que se puede incluir la disposición representada en la figura, en la que la limitación del ángulo de giro de la base se consigue por la interferencia en el giro del extremo inferior del puntal con dicha base. No obstante, se comprenderá que en vez de una disposición directa de tope entre el elemento del puntal -1-y la base -6-se podrían disponer otros elementos de tope, eventualmente ajustables, tal como topes ajustables mediante tornillos u otros. The articulation of the base -4-in the lower element -1-of the strut can be carried out, for example, by a transverse axis -8-which crosses paths wings -9-and -10-of the base -4 as well as the end of element -1-of the strut. The limitation of the angle of rotation between the strut element -1-and the base -4-can be achieved by various stop means, among which the arrangement shown in the figure can be included, in which the limitation of the angle of rotation of the base is achieved by interference in the rotation of the lower end of the strut with said base. However, it will be understood that instead of a direct stop arrangement between the strut element -1-and the base -6-other stop elements could be arranged, possibly adjustable, such as stops adjustable by screws or others.

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Claims (2)

imagen1image 1 7. Puntal de soporte de vigas para encofrados de hormigón, según la reivindicación 5, caracterizado porque el cabezal superior del puntal presenta un orificio susceptible de recibir un pivote de una viga de encofrado. 7. Support beam for concrete formwork beams, according to claim 5, characterized in that the upper head of the prop has a hole capable of receiving a pivot of a formwork beam. 9 9
ES201531044A 2015-07-15 2015-07-15 Support beam for concrete formwork beams Active ES2597236B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
ES201531044A ES2597236B1 (en) 2015-07-15 2015-07-15 Support beam for concrete formwork beams

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
ES201531044A ES2597236B1 (en) 2015-07-15 2015-07-15 Support beam for concrete formwork beams

Publications (2)

Publication Number Publication Date
ES2597236A1 true ES2597236A1 (en) 2017-01-17
ES2597236B1 ES2597236B1 (en) 2017-06-08

Family

ID=57756529

Family Applications (1)

Application Number Title Priority Date Filing Date
ES201531044A Active ES2597236B1 (en) 2015-07-15 2015-07-15 Support beam for concrete formwork beams

Country Status (1)

Country Link
ES (1) ES2597236B1 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111411569A (en) * 2020-04-14 2020-07-14 刘长东 Bridge construction method and bridge construction equipment

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2532168A (en) * 1948-06-12 1950-11-28 Frank J Jakoubek Mine roof and timbering jack
FR1534097A (en) * 1967-06-16 1968-07-26 Double acting cylinder
US4036466A (en) * 1973-12-20 1977-07-19 Symons Corporation Flying deck-type concrete form installation
JPH06240865A (en) * 1993-02-16 1994-08-30 Hory Corp Sleeper receiving metal fitting
FR2903135A1 (en) * 2006-06-30 2008-01-04 Bertrand Yves Marie Gerar Lamy Ladder type shoring tower, has ladder frames and balustrade frames connected together by integration plates, and level fixed on horizontal/vertical bars of ladders, where horizontal bars are spaced of specific centimeters from each other
US20080031686A1 (en) * 2003-01-20 2008-02-07 Paul Gillespie Concrete slab form system
EP1944430A2 (en) * 2005-02-23 2008-07-16 ULMA C y E, S. COOP. Peripheral slab formwork system

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2532168A (en) * 1948-06-12 1950-11-28 Frank J Jakoubek Mine roof and timbering jack
FR1534097A (en) * 1967-06-16 1968-07-26 Double acting cylinder
US4036466A (en) * 1973-12-20 1977-07-19 Symons Corporation Flying deck-type concrete form installation
JPH06240865A (en) * 1993-02-16 1994-08-30 Hory Corp Sleeper receiving metal fitting
US20080031686A1 (en) * 2003-01-20 2008-02-07 Paul Gillespie Concrete slab form system
EP1944430A2 (en) * 2005-02-23 2008-07-16 ULMA C y E, S. COOP. Peripheral slab formwork system
FR2903135A1 (en) * 2006-06-30 2008-01-04 Bertrand Yves Marie Gerar Lamy Ladder type shoring tower, has ladder frames and balustrade frames connected together by integration plates, and level fixed on horizontal/vertical bars of ladders, where horizontal bars are spaced of specific centimeters from each other

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111411569A (en) * 2020-04-14 2020-07-14 刘长东 Bridge construction method and bridge construction equipment
CN111411569B (en) * 2020-04-14 2021-07-30 中建远南集团有限公司 Bridge construction method and bridge construction equipment

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Publication number Publication date
ES2597236B1 (en) 2017-06-08

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