WO2020044287A1 - Système de bâtis d'appui pour le transport et la rotation en surface de structures et procédé d'appui pivotant pour levage de structures - Google Patents

Système de bâtis d'appui pour le transport et la rotation en surface de structures et procédé d'appui pivotant pour levage de structures Download PDF

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Publication number
WO2020044287A1
WO2020044287A1 PCT/IB2019/057296 IB2019057296W WO2020044287A1 WO 2020044287 A1 WO2020044287 A1 WO 2020044287A1 IB 2019057296 W IB2019057296 W IB 2019057296W WO 2020044287 A1 WO2020044287 A1 WO 2020044287A1
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WO
WIPO (PCT)
Prior art keywords
frame
base
structures
skeleton
transport
Prior art date
Application number
PCT/IB2019/057296
Other languages
English (en)
Spanish (es)
Inventor
Eusebio SALAMANCA CASTIBLANCO
Original Assignee
Saviv Publicidad Y Cia S.A.S
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 Saviv Publicidad Y Cia S.A.S filed Critical Saviv Publicidad Y Cia S.A.S
Publication of WO2020044287A1 publication Critical patent/WO2020044287A1/fr

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Classifications

    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B65—CONVEYING; PACKING; STORING; HANDLING THIN OR FILAMENTARY MATERIAL
    • B65G—TRANSPORT OR STORAGE DEVICES, e.g. CONVEYORS FOR LOADING OR TIPPING, SHOP CONVEYOR SYSTEMS OR PNEUMATIC TUBE CONVEYORS
    • B65G7/00—Devices for assisting manual moving or tilting heavy loads
    • B65G7/02—Devices adapted to be interposed between loads and the ground or floor, e.g. crowbars with means for assisting conveyance of loads
    • B65G7/08—Devices adapted to be interposed between loads and the ground or floor, e.g. crowbars with means for assisting conveyance of loads for tilting the loads

Definitions

  • the present invention is within the technological sector of transport devices and more specifically related to external frames or supports that can be assembled externally around objects or structures, especially mechanical structures that by their weight must be manipulated on site by lifting by means of cranes or other devices and machines of grip and heavy load.
  • patent document DE102008051224 discloses a transport pallet for a container that is filled with a liquid material, where the container comprises lateral receptacles and a rear receptacle, where the transport pallet has a base frame with supports in which the receptacles of the container can be accommodated.
  • this design does not fit any container and does not allow the lifting of large elongated structures.
  • the ES 2320481 patent discloses a transport and storage frame, in particular a pallet for elongated objects, which has a stable structure and can be stored in a reduced volume thanks to rotating axes that extend in the direction of the longitudinal axes of the lateral arms.
  • This frame does not allow to safely lift an elongated structure, only its transport.
  • the device of the patent EP1757539 allows the inclination of the transported element, since it has a lower frame associated with the container and with a removable sub-frame, so that the lower frame tilts with respect to the sub-frame; This device does not allow the fully vertical arrangement of the elongated structure, so it would not allow the transported element to be lifted safely.
  • the present invention allows not only the transport of elements of great weight, but protects the transported element, since it is arranged suspended on the ground, without touching it, thanks to its attachment to the racks.
  • One of the frames is pivoting, while the other is non-pivoting; of the pivoting frame thanks to its preferably curved base, which can rest on the floor, allows the transported element to be rotated securely to lift it so that it can be fully vertical with respect to the floor.
  • the present invention provides a method for the safe lifting of elongated structures of great weight and volume.
  • the support frame system for transport and surface rotation of structures (100) and the pivoting support method for lifting structures (3) are related to the technological sector of transport and installation of mechanical structures and supports, or frames external, in general for heavy objects.
  • the support frame system (100) is characterized by implementing frames (1) (2) to which a possible structure (200), or a heavy-weight element (200) can be attached, so that said structure (200 ) is suspended on the ground without touching it; To achieve this effect, the structure (200) is attached to each frame (1) (2) at its ends with a smaller surface area, the rack system being especially useful for the transport and handling of long structures, usually difficult to handle.
  • the support frame system (100) comprises a pivoting frame (1) and a non-pivoting frame (2).
  • the pivoting frame (1) comprises a base (1 1) and a vertical sub-skeleton (12), wherein the base (1 1) is preferably cylindrical and where the vertical sub-skeleton (12) comprises at least one vertical beam (12A) and a series of arms (12B) (12C) and complementary crossbars (12D).
  • the base (1 1) mentioned above is made by curvature of a sheet of a resistant material selected from aluminum, iron, iron alloys, steel, among others; said curvature of the sheet is realized in such a way that the cylinder of the preferred embodiment is formed, to which the vertical sub-skeleton (12) can be attached;
  • a possible optional embodiment of the base (1 1) is carried out by means of the curvature of the sheet so that it is U-shaped when viewed in profile, as in the perspective illustrated in Figure 3.
  • the non-pivoting frame (2) comprises a base sub-skeleton (21) and a vertical sub-skeleton (22), wherein the base sub-skeleton comprises several support beams parallel to the ground and joined together in any configuration of stable support selected from a rectangle, a rhombus, a triangle, in general a closed polygon, an asterisk configuration, among others, preferably a set of beams in rectangular configuration, as illustrated in Figure 5; and in wherein the vertical sub-skeleton (22) comprises at least one vertical beam (22A) that joins the base sub-skeleton (21); for the realization of the base sub-skeleton (21) which is characterized by being related to a rectangle, said vertical beam (22A) joins the middle area of one of its longer sides.
  • the base sub-skeleton comprises several support beams parallel to the ground and joined together in any configuration of stable support selected from a rectangle, a rhombus, a triangle, in general a closed polygon, an asterisk configuration, among others, preferably a set of beams in
  • the joining of said vertical beams (22A) is carried out by means of a method of joining selected welding, rivets, nuts and bolts, among others, preferably welding, and wherein the resistance to mechanical loads of the base-beam arrangement (21) (22A) is complemented by the implementation and joining of diagonal diagonal crossbars that join said vertical beam (22A) in its lower lateral area with the base (1 1) comprised of the pivoting frame (1), as illustrated in the Figure 5; furthermore, in the preferable embodiment of the invention, the connection of the vertical beam (22A) with the base sub-skeleton (21) is also implemented by means of an additional reinforcing cross member (22B) that joins the upper rear area of said vertical beam (22A) with one of the horizontal beams that forms the base sub-skeleton (21), so that said crossbar (22B) is characterized by being positioned obliquely and serving as a structural reinforcement for the non-pivoting frame ( two).
  • the present invention also relates to a pivotal support procedure for lifting, that is, lifting and installation, of large structures and / or weight.
  • the process according to the invention comprises the steps of supporting the element of large size and / or weight at the base of one of the frames.
  • the racks allow to support the element on the floor, without any contact between the floor and the element; likewise, the racks allow to move, assemble, pack, transport and install the element; they grab the element to arrange it on a means of transport; protect the element; and, allow the element to be attached to the means of transport.
  • the heavyweight element is held by a clamping element, for example, a crane hook, by one of its ends.
  • the clamping element is lifted, so that the heavy-weight element rests solely on the base of one of the frames, said heavy-weight element being able to rotate while using said base as a support and pivot.
  • This procedure allows the transport and installation of elements of large size, weight and / or volume, these elements being assembled prior to transport, thus minimizing the time spent in the installation, since it is not necessary to make the assembly in the place, but simply do the installation at the default site for that purpose. All this without the element touching the floor is important because it minimizes the use of resources and time, even allows you to assemble additional elements to the structure of the element; Likewise, it allows the assembly of parts
  • Figure 1 shows the frame system (100), in a lateral isometric view, while holding a generic structure (200) without it being in contact with the ground.
  • the non-pivoting frame (2) can be seen especially well.
  • Figure 2 shows the frame system (100), in a lateral isometric view, while holding a generic structure (200) without it being in contact with the ground.
  • the pivoting frame (1) can be especially well appreciated ⁇
  • Figure 3 shows the frame system (100), in a side view, while holding a generic structure (200) without it being in contact with the ground.
  • Figure 4 shows the pivoting frame (1) from a front isometric view, on the left, and from a rear isometric view, on the right.
  • the base (1 1) and the vertical sub-skeleton (12) are detailed.
  • Figure 5 shows the non-pivoting frame (2) from a rear isometric view, on the left, and from a front isometric view, on the right.
  • the base sub skeleton (21) and the vertical sub-skeleton (22) are detailed.
  • Figure 6 shows some of the stages of the lifting procedure (3), or pivoting method (3), for example the erection of a generic structure (2) from a transport position to a vertical position, in the stage detailed with ( c).
  • FIG. 7 illustrates a possible embodiment of the frame system (100), in which each frame comprises a wheel structure that provides greater ease of surface movement.
  • Figure 8 details the lifting procedure (3) through the use of the rack system (100).
  • the support frame system for transport and surface rotation of structures (100) and the pivoting support method for lifting structures (3) are related to the technological sector of transport and installation of mechanical structures and supports, or frames external, in general for heavy objects.
  • the support frame system (100) is characterized by implementing frames (1) (2) to which a possible structure (200), or a heavy-weight element (200) can be attached, so that said structure (200 ) is suspended on the ground without touching it; to achieve this effect, the structure (200) is holds each frame (1) (2) at its ends with a smaller surface area, the rack system being especially useful for transporting and handling long structures, usually difficult to handle.
  • the support frame system (100) comprises a pivoting frame (1) and a non-pivoting frame (2).
  • the pivoting frame (1) comprises a base (1 1) preferably curved and a vertical sub skeleton (12), wherein the base (1 1) is preferably cylindrical and wherein the vertical sub-skeleton (12) comprises at least a vertical beam (12A) and a series of arms (12B) (12C) and complementary crossbars (12D).
  • the base (1 1) preferably curve mentioned above is made by curvature of a sheet of a resistant material selected from aluminum, iron, iron alloys, steel, among others; said curvature of the sheet is realized in such a way that the cylinder of the preferred embodiment is formed, to which the vertical sub-skeleton (12) can be attached; a possible optional embodiment of the base (1 1) is carried out by means of the curvature of the sheet so that it is related to a U shape when viewed in profile, as in the perspective illustrated in Figure 3.
  • the pivoting frame (1 ) anyone can pivot on a base (1 1), gradually leaning on a single corner or leg of a structure that is not necessarily curved; the base can be related to a polygon or conjunction of any segment, for example, a rectangle, the conjunction of two triangles, an "H" shaped ax, among others.
  • the "vertical" denomination of the vertical sub-skeleton (12) corresponds to the normal transport position in which said part is arranged, and in the same or similar way it occurs with the "vertical” denomination of various elements within the present specification .
  • the vertical sub-skeleton (12), comprised of the pivoting frame (12), comprises in its preferred embodiment two vertical beams (12A) that join the outer surface of the base (1 1) comprised of the pivoting frame (1 ), in its middle area, as illustrated in Figure 4; wherein said vertical beams (12A) are preferably made in such a way that they are related to the same length.
  • the joining of said vertical beams (12A) is carried out by a method of selected joint of welding, rivets, nuts and bolts, among others, preferably welding, and where the resistance to mechanical loads of the base-beam arrangement (1 1) (12A) is complemented by the implementation and joining of complementary diagonal crossbars which connect each vertical beam (12A) in its outer lateral low area with the base (1 1) comprised of the pivoting frame (1), as illustrated in Figure 4.
  • Said vertical sub-skeleton (12) further comprises a central arm (12B) and an upper arm (12C), wherein each arm (12B) (12C) is related to a beam shape that joins perpendicularly and in the same plane that the vertical beam (12A) comprised of the vertical sub-skeleton (12), such that it is related to a horizontal position, as can be seen in the illustration of Figure 4.
  • the central arm (12B) is positioned in the longitudinal mean area of the pair of vertical beams (12A) comprised by the vertical sub-skeleton (12), and preferably relates to a horizontal beam comprising a break perpendicular upward at each end, as illustrated in Figure 4; the upper arm (12C) is positioned in the longitudinal upper area of the pair of vertical beams (12A), as illustrated in Figure 4.
  • Each vertical beam (12A) and each arm (12B) (12C) optionally comprises at least a hole through which a piece can be inserted that holds the pivoting frame (1) to a possible structure to be transported, wherein said piece can be a screw in conjunction with a nut, among other fasteners.
  • said objects are grasped by means of ties, by means of guides, ropes or mechanical cables.
  • the non-pivoting frame (2) comprises a base sub-skeleton (21) and a vertical sub-skeleton (22), wherein the base sub-skeleton comprises several support beams parallel to the ground and joined together in any configuration of stable support selected from a rectangle, a rhombus, a triangle, in general a closed polygon, an asterisk configuration, a conjunction of segments in general, among others, preferably a set of beams in rectangular configuration, as illustrated in Figure 5 ; and where the vertical sub-skeleton (22) it comprises at least one vertical beam (22A) that joins the base sub-skeleton (21); for the realization of the base sub-skeleton (21) which is characterized by being related to a rectangle, said vertical beam (22A) joins the middle area of one of its longer sides.
  • the base sub-skeleton comprises several support beams parallel to the ground and joined together in any configuration of stable support selected from a rectangle, a rhombus, a triangle, in general a closed polygon, an asterisk configuration, a conjunction of
  • the joining of said vertical beams (22A) is carried out by means of a method of joining selected welding, rivets, nuts and bolts, among others, preferably welding, and wherein the resistance to mechanical loads of the base-beam arrangement (21) (22A) is complemented by the implementation and joining of diagonal diagonal crossbars that join said vertical beam (22A) in its lower lateral area with the base (1 1) comprised of the pivoting frame (1), as illustrated in the Figure 5; furthermore, in the preferable embodiment of the invention, the connection of the vertical beam (22A) with the base sub-skeleton (21) is also implemented by means of an additional reinforcing cross member (22B) that joins the upper rear area of said vertical beam (22A) with one of the horizontal beams that forms the base sub-skeleton (21), so that said crossbar (22B) is characterized by being positioned obliquely and serving as a structural reinforcement for the non-pivoting frame ( two).
  • the vertical sub-skeleton (22) comprised of the non-pivoting frame (2) is characterized by mostly comprising beams in any polygonal or figure configuration and that allows the fastening of mechanical loads, generally organized in the same plane as it is perpendicular to the expected ground plane; for the purpose of fastening to mechanical loads such as structures, one or more of the beams that make up the vertical sub-skeleton (22) comprises holes through which a screw or a rivet can be introduced that holds said mechanical load to said beam.
  • the vertical sub-skeleton (22) comprised of the non-pivoting frame (2) optionally has the incorporation of central arms and upper arms, with characteristics that conform to that described above for the central arm (12B) and upper arm (12C) comprised of the pivoting frame (1).
  • the vertical sub-skeleton (22) has additional reinforcement beams, such as a horizontal beam (22C) between the vertical beam (22A) and one of the complementary crossbars (22B).
  • the support frame system (100) is intended for transport by fastening a possible structure (200) to at least two frames (1) (2) as described above, the implementation of more than one frame ( 1) (2) at each end of a possible structure (200) of interest is within the spirit of the present invention, for example, according to the weight and ease of coupling and decoupling of the system (100), it is It is possible to implement a linear arrangement of pivoting frames (1) at one end of the possible structure (200) of interest, together with a linear arrangement of non-pivoting frames (2) at its other end.
  • the pivoting frame (1) preferably comprises flat plates in their upper area, such that the rotation of the pivoting frame (1) is limited by the effect of a possible shock and mechanical stress between the floor and each of said flat plates, such as The illustration of Figure 4 is intuited.
  • the presence of said flat plates contributes to grip for a possible embodiment of the pivoting frame (1), wherein to said frame (1), a wheel structure is coupled in its base (1 1), such that movement is facilitated in the transport position of the system (100); and likewise, the non-pivoting frame (2) also has a wheel structure, in said possible embodiment of the invention.
  • the present invention relates to a method for pivotal lifting of heavyweight elements, which is summarized in Figure 8.
  • the method for pivotally lifting heavyweight elements comprises the step of supporting the heavyweight element. , by its ends of smaller surface area, in a pair of racks, one of which will be used as pivoting support.
  • the racks allow to support the element of great weight and / or size on the floor, without the element having contact with the floor; likewise, the racks protect the element and allow it to be transported and installed, according to the steps set out below.
  • the element of great weight is held by means of a fastener selected from a hook, a rope, a guava, among others, preferably the hook of a crane, at its opposite end to the end that rests on one of the racks.
  • a fastener selected from a hook, a rope, a guava, among others, preferably the hook of a crane, at its opposite end to the end that rests on one of the racks.
  • the clamping element is lifted, so that the heavy-weight element rests solely on the base of one of the frames, said heavy-weight element being able to rotate while using said base as a support and pivot. In this way, the element of interest is hoisted up to a vertical and suspended position above the ground.
  • the frame that is at this time of the procedure in the lower area of the element of great weight is removed, lifting the floor structure. Subsequently, the element is located at the final positioning site and is brought into contact with the ground.
  • the frame and the clamping element that is currently in the upper area of the heavyweight element are removed.
  • a ring or ring is introduced in the element of great weight, in one of its ends of smaller surface area or directly in the frame arranged in said extreme. In this mode, the inserted ring or ring is removed when the frames are removed.
  • a gripping guide is arranged between two ends of the element and above it, preferably in a horizontal position, and the heavy element is held by means of this guide near the point of gravity of the element, being able to move said element, for example, from the assembly area to the transport means, or from the transport means to the installation area, without the element rotating substantially vertically.
  • the heavyweight element is placed in the final position, it is fixed by means of static fasteners selected from nuts, rivets, welding, among others.
  • the process according to the invention allows the transport and installation of elements of large size, weight and / or volume, these elements being assembled prior to transport, thus minimizing the time spent in the installation, since it is not necessary to do the assembly in place, but simply do the installation in the default site for that purpose.

Abstract

Le système de bâtis d'appui (100) est caractérisé en ce qu'il comprend des bâtis (1), (2) auxquels peut être fixée une structure (200) éventuelle, ou un élément de poids élevé (200), de sorte que ladite structure (200) est suspendue sur le sol sans toucher celui-ci ; à cet effet, la structure (200) est fixée à chaque bâti (1), (2) à ses extrémités de moindre surface, le système de bâtis étant spécialement utile pour le transport et la manipulation de structures longues, normalement difficiles à manipuler. Le système de bâtis d'appui (100) comprend un bâti pivotant (1) et un bâti non pivotant (2). A cet effet, chaque bâti (1), (2) comprend un sous-squelette vertical (12, (22), tandis que le bâti pivotant comprend une base (11) qui peut s'appuyer sur le sol et tourner tandis que l'ensemble structure-bâtis (200), (1), (2) s'appuie sur ladite base (11). La présente invention concerne également un procédé (3) pour le levage de structures de manière pivotante à l'aide de bâtis (1), (2) et spécifiquement d'une base (11).
PCT/IB2019/057296 2018-08-29 2019-08-29 Système de bâtis d'appui pour le transport et la rotation en surface de structures et procédé d'appui pivotant pour levage de structures WO2020044287A1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CONC2018/0009114A CO2018009114A1 (es) 2018-08-29 2018-08-29 Sistema de bastidores de apoyo para transporte y rotación en superficie de estructuras y método de apoyo pivotante para levantamiento de estructuras
CONC2018/0009114 2018-08-29

Publications (1)

Publication Number Publication Date
WO2020044287A1 true WO2020044287A1 (fr) 2020-03-05

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PCT/IB2019/057296 WO2020044287A1 (fr) 2018-08-29 2019-08-29 Système de bâtis d'appui pour le transport et la rotation en surface de structures et procédé d'appui pivotant pour levage de structures

Country Status (2)

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CO (1) CO2018009114A1 (fr)
WO (1) WO2020044287A1 (fr)

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3925188C1 (en) * 1989-07-29 1990-10-31 Fr. Gerbracht Stahlblech- Und Behaelterbau Gmbh & Co Kg, 5758 Froendenberg-Langschede, De Oblong container with support frame - has parallel rails on top to accommodate rollers on further containers
WO1999009255A1 (fr) * 1997-08-14 1999-02-25 Faun Municipal Vehicles Limited Dispositif servant a poser un systeme routier temporaire et praticable
US6220468B1 (en) * 2000-06-15 2001-04-24 Hyundai Precision America, Inc. Top and bottom corner lift fittings for a cargo container
DE102009020855A1 (de) * 2009-05-12 2010-12-02 Weinmann Holzbausystemtechnik Gmbh Wendevorrichtung zum Wenden von großflächigen Werkstücken
CN208201795U (zh) * 2018-04-23 2018-12-07 中国水利水电第五工程局有限公司 一种混凝土面板浇筑表面保温材料铺设装置

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3925188C1 (en) * 1989-07-29 1990-10-31 Fr. Gerbracht Stahlblech- Und Behaelterbau Gmbh & Co Kg, 5758 Froendenberg-Langschede, De Oblong container with support frame - has parallel rails on top to accommodate rollers on further containers
WO1999009255A1 (fr) * 1997-08-14 1999-02-25 Faun Municipal Vehicles Limited Dispositif servant a poser un systeme routier temporaire et praticable
US6220468B1 (en) * 2000-06-15 2001-04-24 Hyundai Precision America, Inc. Top and bottom corner lift fittings for a cargo container
DE102009020855A1 (de) * 2009-05-12 2010-12-02 Weinmann Holzbausystemtechnik Gmbh Wendevorrichtung zum Wenden von großflächigen Werkstücken
CN208201795U (zh) * 2018-04-23 2018-12-07 中国水利水电第五工程局有限公司 一种混凝土面板浇筑表面保温材料铺设装置

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