WO2021019114A1 - Anclaje para estructura autotrepante - Google Patents
Anclaje para estructura autotrepante Download PDFInfo
- Publication number
- WO2021019114A1 WO2021019114A1 PCT/ES2020/070463 ES2020070463W WO2021019114A1 WO 2021019114 A1 WO2021019114 A1 WO 2021019114A1 ES 2020070463 W ES2020070463 W ES 2020070463W WO 2021019114 A1 WO2021019114 A1 WO 2021019114A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- self
- vertical
- climbing structure
- anchor
- metal inserts
- 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
- E04G5/00—Component parts or accessories for scaffolds
- E04G5/04—Means for fastening, supporting, or bracing scaffolds on or against building constructions
- E04G5/046—Means for fastening, supporting, or bracing scaffolds on or against building constructions for fastening scaffoldings on walls
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
- B66C23/00—Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes
- B66C23/18—Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes specially adapted for use in particular purposes
- B66C23/20—Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes specially adapted for use in particular purposes with supporting couples provided by walls of buildings or like structures
- B66C23/208—Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes specially adapted for use in particular purposes with supporting couples provided by walls of buildings or like structures with supporting couples provided from the side, e.g. by walls of buildings
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
- B66C23/00—Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes
- B66C23/18—Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes specially adapted for use in particular purposes
- B66C23/20—Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes specially adapted for use in particular purposes with supporting couples provided by walls of buildings or like structures
- B66C23/24—Mobile wall cranes
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
- B66C23/00—Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes
- B66C23/18—Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes specially adapted for use in particular purposes
- B66C23/26—Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes specially adapted for use in particular purposes for use on building sites; constructed, e.g. with separable parts, to facilitate rapid assembly or dismantling, for operation at successively higher levels, for transport by road or rail
- B66C23/28—Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes specially adapted for use in particular purposes for use on building sites; constructed, e.g. with separable parts, to facilitate rapid assembly or dismantling, for operation at successively higher levels, for transport by road or rail constructed to operate at successively higher levels
- B66C23/32—Self-hoisting cranes
-
- 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
- E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
- E04G3/28—Mobile scaffolds; Scaffolds with mobile platforms
-
- 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
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
- E04G11/20—Movable forms; Movable forms for moulding cylindrical, conical or hyperbolical structures; Templates serving as forms for positioning blocks or the like
- E04G11/28—Climbing forms, i.e. forms which are not in contact with the poured concrete during lifting from layer to layer and which are anchored in the hardened concrete
-
- 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
- E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
- E04G3/28—Mobile scaffolds; Scaffolds with mobile platforms
- E04G2003/286—Mobile scaffolds; Scaffolds with mobile platforms mobile vertically
Definitions
- Anchor for self-climbing structure The present specification refers, as its title indicates, to an anchor for self-climbing structure of the type used in vertical and quasi-vertical concrete surfaces, for example in the assembly and maintenance of fully or partially prefabricated towers made of concrete, and the self-climbing structure can be used to support cranes, platforms, and other auxiliary elements.
- the anchor uses metal inserts in the precast concrete tower and interlocking spikes in the self-climbing structure equipped with rotary and rocker movements.
- the invention relates to the field of self-climbing structures used for vertical and quasi-vertical concrete surfaces.
- Equipment such as that claimed in patent ES2085196 “Self-climbing formwork system and continuous concrete support” are also known, which uses anchor cones for fixing to the wall, but it is not a structure that climbs in an autonomous way, but rather a formwork for dams that is dismantled from the lower part and raised towards the upper part in a fairly manual way.
- a device such as the one claimed in patent ES2695626 "Self-climbing device for vertical and quasi-vertical concrete surfaces and operating procedure" that has means of anchoring to the work wall, which include a protrusion of the anchoring chassis , emerging on the face adjacent to the working wall, provided with one or more operable locking elements and laterally arranged on said protrusion, the protrusion being of a shape and size coinciding with anchoring housings arranged on the working wall, in line vertical, and these anchoring housings having locking housings, of a shape, size and position coincident with the locking elements.
- the shape of the protrusion of the anchoring chassis, and of the anchoring housings arranged in the working wall, is frusto-pyramidal or frusto-conical.
- This type of anchoring used presents the problem of needing high precision both in the location of the anchoring elements in the tower modules, and in the confrontation of the lateral locking elements for their actuation, which means that in the event Small dispersions in measurements, dirt, or expansion of the materials, as well as alignment errors, can lead to failures in the coupling that prevent the proper functioning of the self-supporting structure and that may be impossible to solve or compensate.
- the anchoring of the crane in the concrete tower is delicate because the concrete does not support tensile or shear loads well, so in order not to weaken the tower, it is important that the influence of the crane joint in the segment is minimum, which is not met in these embodiments.
- object of the present invention which comprises
- the vertical or quasi-vertical concrete surface for example a tower or concrete surface, both prefabricated and built in-situ, metal inserts that form openings in the wall at different heights from the vertical or quasi-concrete surface -vertical,
- interlocking spikes In the self-climbing structure, some interlocking spikes, with appropriate distribution and dimensions for inserting and hooking into the metal inserts, located in each of the frames, which can all be mobile or some of them fixed, of said self-climbing structure
- interlocking spikes being provided with horizontal displacement means and means of approaching and moving away from the tower or concrete surface, prefabricated or built on site ("in-situ").
- Both the metal inserts and the interlocking spikes can be distributed both one by one, as in pairs or groups of three or more.
- the openings in the wall can be through, and in this case the metal inserts are shaped as a hollow body terminated at both ends by two larger peripheral end surfaces, defining an opening common. They can also be non-through and take the form of a hole or niche, in this case the metal inserts being closed at one end.
- the interlocking spikes comprise an inner shaft with a spherical end, a main body wrapping the spherical end of the inner shaft, and provided with free turning movement with respect to it, the lower part of the main body being semicircular, and end plates integrally located at the front and rear ends of the main body and protruding from the bottom of said main body.
- the locking pins are inserted into some of the metal inserts, in such a way that the lower part of each main body of the locking pin is in contact with the inside of the hollow body of its corresponding metal insert, transmitting the weight of the self-climbing structure to the tower, and being held in position by that weight, while the end plates are engaged against the peripheral end surfaces of the metal inserts, blocking the horizontal displacement of the interlocking spikes, and therefore avoiding that can be released.
- the interlocking spikes are fixed, if they are in pairs, on both ends of a central arm, provided with free turning movement through an axis with respect to the main support of the assembly.
- the interlocking spikes are optionally provided with multiple chamfers on both the main body and the end plates.
- This anchor for self-climbing structure provides multiple advantages over the currently available equipment, the most important being that, by using round metal inserts of the appropriate size, tensile and shear loads on the concrete of the concrete surface are minimized vertical and quasi-vertical. Another notable advantage is that in order to ensure that the load distributions are homogeneous and centered, a spherical support has been used that has the same radius at the support point and at the support, which guarantees maximum contact and optimal load distribution.
- the central arm rocker system allows to absorb, to a certain extent, alignment errors between the crane and the vertical or quasi-vertical concrete surface, or between the tower anchors (or concrete surface) and the climbers of the tower. crane.
- the tilting of the spherical supports together with the tilting of the central support arm of the "skewers" does this task of allowing support even while being off-center and promoting self-correction of possible position and alignment errors in the coupling.
- the design of the spikes itself also favors their entry and centering on the vertical concrete surface and quasi-vertical. For this, it has a series of entry chamfers that allow the entry to be flared, and after that effect, the free turns of the spherical support on its central axis and of the central arm help the entry and correct support of the spike in the metal inserts.
- Another advantage of the present invention is that, by having a spherical support in the interlocks that can absorb manufacturing and alignment errors and transfer the loads of the support in the central area of the segment of the surface of the vertical and quasi-vertical concrete, the transmission of loads to the segment is mainly compression, which is the load that best supports the concrete.
- any self-climbing structure that supports any device or machine, such as a crane or a work platform, being applicable and usable both on vertical and quasi-vertical, flat or flat surfaces. curved, with free geometry and with variable slope, and with advances or unit displacements of variable length, adapted to the structure or area to be climbed.
- figure -1- shows a general view of a vertical or quasi-vertical concrete surfaces, consisting in this example of a modular tower precast concrete, with a self-climbing structure supporting a crane, showing enlarged details of the upper hitch, self-motorized and mobile along the self-climbing structure, the more or less intermediate hitch of the self-climbing structure, and some metal inserts in a of the voussoirs of the precast concrete tower.
- Figure -2- shows an enlarged detail of the central part of the self-climbing structure, in which one of the frames can be seen with its interlocking spikes removed, and another frame, positioned under the previous frame, with its interlocking spikes inserted. on metal inserts.
- Figure -3- shows a detail of the interlocking spikes entering the metal inserts seen from inside the tower, in the embodiment with through openings in the wall.
- Figure -4- shows a front view of a set of interlocking spikes, central arm and main support of the set.
- Figure -5- shows a front view of a set of locking pins, central arm and main support of the set, with one of the locking pins and part of the central arm sectioned to show its interior elements.
- Figure -6- shows a front view of a set of interlocking spikes, central arm and main support of the set, with a sectioned central arm, main support and axis to show its interior elements.
- Figure -7a- shows a perspective view of a metal insert
- figure -7b- shows that perspective view of the metal insert in section, in both cases in the embodiment with through openings in the wall.
- Figure -8a- shows a perspective view of a locking spike against a metal insert
- figure -8b- shows those same elements sectioned vertically
- figure -8c- shows them sectioned horizontally.
- Figures -9a, 9b, 9c, 9d and 9e- show simplified views of two locking pins on the central arm and two metal inserts, with the rotation axes of both the locking pins and the central arm, showing how they can compensate for various horizontal and vertical misalignments, both in the insertion of the interlocking spikes and in the actual location of the metal inserts.
- Figure -10a- shows round metal inserts
- figure -10b- shows metal inserts with an eyelet shape.
- FIG. 1 an anchor for a self-climbing structure (2) of the type used in vertical and quasi-vertical concrete surfaces, for example in the assembly and maintenance of precast concrete towers (1), is illustrated,
- the self-climbing structure (2) can be used to support cranes (3), platforms and other auxiliary elements.
- some interlocking spikes (6) with appropriate distribution and dimensions for inserting and hooking them into the metal inserts (5), located in some frames (4a, 4b and 4c) of said structure self-climbing (2), these enervation spikes (6) being provided with horizontal and vertical displacement means (7) and with means of approaching and moving away (8) with respect to the vertical or quasi-vertical concrete surface (1).
- the openings in the wall can be through, and in this case the metal inserts (5), as illustrated in Figures 7a and 7b, are formed as a hollow body (15) terminated at both ends by two terminal surfaces. larger peripherals (16), defining a common through opening.
- the openings in the wall are non-through and take the form of a recess or niche.
- they can adopt a circular shape, as shown in figure 10a, or alternatively as shown in figure 10b, with an eyelet shape, in which the upper part is wider than the lower part, the lower part being semicircular.
- the locking spikes (6) comprise, as shown in Figures 8a, 8b and 8c,
- the locking pins (6) are inserted in some of the metal inserts (5), in such a way that the lower part of each main body (12) of the interlocking spike (6) is in contact with the inner part of the hollow body (15) of its corresponding metal insert (5), while the end plates (14) remain engaged against the peripheral end surfaces (16) of the metal inserts (5).
- the locking pins (6) are distributed two by two, at the same height, in each frame (4a, 4b and 4c), the metal inserts (5) being vertically aligned in groups of two to the same height, at each height established for the engagement on the vertical or quasi-vertical concrete surface (1).
- the interlocking spikes (6) are distributed as one for each frame (4a, 4b and 4c), the metal inserts (5) being distributed vertically aligned, as one at each height established for hooking on the surface vertical or quasi-vertical concrete (1). It is technically possible to make other vahants with groups of three or more interlocking spikes (6) in each frame, and correspondingly groups of three or more metal inserts (5) at each height.
- two of the frames (4b and 4c) are self-motorized and mobile along the self-climbing structure (2), and at least one of them is a frame (4a) fixed to the self-climbing structure (2) .
- An alternative embodiment is also envisaged in which all the frames (4a, 4b and 4c) are self-powered and movable along the self-climbing structure (2).
- the interlocking spikes (6) if they are grouped two by two, are joined in pairs, as illustrated in Figures 4, 5 and 6, by the rear end of the inner shaft (13) on both ends of the a central arm (9), provided with free turning movement through an axis (11) with respect to the main support (10) of the assembly.
- the locking spikes (6) are preferably provided with multiple chamfers both on the main body (12) and on the end plates (14).
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Transportation (AREA)
- Joining Of Building Structures In Genera (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
- Movable Scaffolding (AREA)
Abstract
Description
Claims
Priority Applications (10)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2022503445A JP2022542026A (ja) | 2019-07-30 | 2020-07-16 | セルフクライミング構造のための定着装置 |
CN202080055829.5A CN114599848A (zh) | 2019-07-30 | 2020-07-16 | 用于自爬升结构的锚固装置 |
EP20847135.9A EP4006265A4 (en) | 2019-07-30 | 2020-07-16 | ANCHOR FOR SELF-CLIMBING STRUCTURE |
BR112022001486A BR112022001486A2 (pt) | 2019-07-30 | 2020-07-16 | Âncora para estrutura autotrepante |
MX2022000537A MX2022000537A (es) | 2019-07-30 | 2020-07-16 | Anclaje para estructura autotrepante. |
CA3145781A CA3145781A1 (en) | 2019-07-30 | 2020-07-16 | Anchor for a self-climbing structure |
AU2020320042A AU2020320042A1 (en) | 2019-07-30 | 2020-07-16 | Anchor for a self-climbing structure |
US17/628,878 US20220251858A1 (en) | 2019-07-30 | 2020-07-16 | Anchor for a self-climbing structure |
KR1020227002661A KR20220040457A (ko) | 2019-07-30 | 2020-07-16 | 자체-상승 구조체에 대한 앵커 |
ZA2022/00286A ZA202200286B (en) | 2019-07-30 | 2022-01-05 | Anchor for a self-climbing structure |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
ESP201930707 | 2019-07-30 | ||
ES201930707A ES2804038B2 (es) | 2019-07-30 | 2019-07-30 | Anclaje para estructura autotrepante |
Publications (1)
Publication Number | Publication Date |
---|---|
WO2021019114A1 true WO2021019114A1 (es) | 2021-02-04 |
Family
ID=74215577
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/ES2020/070463 WO2021019114A1 (es) | 2019-07-30 | 2020-07-16 | Anclaje para estructura autotrepante |
Country Status (13)
Country | Link |
---|---|
US (1) | US20220251858A1 (es) |
EP (1) | EP4006265A4 (es) |
JP (1) | JP2022542026A (es) |
KR (1) | KR20220040457A (es) |
CN (1) | CN114599848A (es) |
AU (1) | AU2020320042A1 (es) |
BR (1) | BR112022001486A2 (es) |
CA (1) | CA3145781A1 (es) |
CL (1) | CL2022000059A1 (es) |
ES (1) | ES2804038B2 (es) |
MX (1) | MX2022000537A (es) |
WO (1) | WO2021019114A1 (es) |
ZA (1) | ZA202200286B (es) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
ES2695626B2 (es) * | 2017-06-30 | 2020-05-19 | Hws Concrete Towers S L | Dispositivo auto-trepante por superficies de hormigón verticales y cuasi-verticales y procedimiento de operación. |
Citations (11)
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ES2085196A2 (es) | 1992-11-12 | 1996-05-16 | Tecnologias Mecanicas De Const | Sistema de encofrado autotrepante y sostenimiento continuo del hormigon. |
US5758742A (en) * | 1996-06-25 | 1998-06-02 | Chiou; Hsiu-Hsing | Safety anchor |
ES1042982U (es) * | 1999-05-26 | 1999-10-16 | Peri S A | Anclaje para andamios trepadores. |
GB2363817A (en) * | 2001-06-22 | 2002-01-09 | Shire Precast Erection Ltd | Modular building element with anchor means |
EP1899549A1 (de) | 2005-06-29 | 2008-03-19 | Peri Gmbh | Kletterzylinder einer selbstkletterschalung |
WO2008061922A1 (de) | 2006-11-23 | 2008-05-29 | Doka Industrie Gmbh | Kletter- oder führungsschuh eines klettersystems im bauwesen und klettersystem mit einem derartigen kletter- oder führungsschuh |
WO2009117986A1 (de) | 2008-03-25 | 2009-10-01 | Peri Gmbh | Schienengeführtes selbstkletterschalungssystem mit kletterschienen-verlängerunqsstücken |
EP2365159A1 (en) | 2010-03-05 | 2011-09-14 | ULMA C y E, S. COOP. | Self-climbing perimetric protection system for construction works in buildings |
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US20170218652A1 (en) * | 2014-01-31 | 2017-08-03 | Gregory John Neighbours | A concrete tower and related formwork and related method of construction |
ES2695626A1 (es) | 2017-06-30 | 2019-01-09 | Hws Concrete Towers S L | Dispositivo auto-trepante por superficies de hormigón verticales y cuasi-verticales y procedimiento de operación. |
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JP2000303695A (ja) * | 1999-04-16 | 2000-10-31 | Kumagai Gumi Co Ltd | 免震ビル構築用タワークレーン及びその据付け方法 |
US6557817B2 (en) * | 2000-01-18 | 2003-05-06 | Wilian Holding Company | Wall climbing form hoist |
DE102006040092A1 (de) * | 2006-08-28 | 2008-03-06 | Putzmeister Ag | Anordnung zum Fördern von Beton mit höhenverstellbarem Betonverteilermast |
IL238098A (en) * | 2015-04-01 | 2016-04-21 | Sky Line Cranes & Technologies Ltd | Modular equipment is adjustable and foldable for climbing crane |
CA2999938A1 (en) * | 2015-10-01 | 2017-04-06 | Lagerwey Wind B.V. | Hoisting system for installing a wind turbine |
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CN107512668A (zh) * | 2016-06-17 | 2017-12-26 | 上海宝冶集团有限公司 | 重力自锁式附墙爬升装置 |
-
2019
- 2019-07-30 ES ES201930707A patent/ES2804038B2/es active Active
-
2020
- 2020-07-16 CA CA3145781A patent/CA3145781A1/en active Pending
- 2020-07-16 WO PCT/ES2020/070463 patent/WO2021019114A1/es unknown
- 2020-07-16 KR KR1020227002661A patent/KR20220040457A/ko active Search and Examination
- 2020-07-16 JP JP2022503445A patent/JP2022542026A/ja active Pending
- 2020-07-16 CN CN202080055829.5A patent/CN114599848A/zh active Pending
- 2020-07-16 AU AU2020320042A patent/AU2020320042A1/en active Pending
- 2020-07-16 EP EP20847135.9A patent/EP4006265A4/en active Pending
- 2020-07-16 US US17/628,878 patent/US20220251858A1/en active Pending
- 2020-07-16 MX MX2022000537A patent/MX2022000537A/es unknown
- 2020-07-16 BR BR112022001486A patent/BR112022001486A2/pt not_active Application Discontinuation
-
2022
- 2022-01-05 ZA ZA2022/00286A patent/ZA202200286B/en unknown
- 2022-01-10 CL CL2022000059A patent/CL2022000059A1/es unknown
Patent Citations (12)
Publication number | Priority date | Publication date | Assignee | Title |
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ES2085196A2 (es) | 1992-11-12 | 1996-05-16 | Tecnologias Mecanicas De Const | Sistema de encofrado autotrepante y sostenimiento continuo del hormigon. |
US5758742A (en) * | 1996-06-25 | 1998-06-02 | Chiou; Hsiu-Hsing | Safety anchor |
ES1042982U (es) * | 1999-05-26 | 1999-10-16 | Peri S A | Anclaje para andamios trepadores. |
GB2363817A (en) * | 2001-06-22 | 2002-01-09 | Shire Precast Erection Ltd | Modular building element with anchor means |
EP1899549A1 (de) | 2005-06-29 | 2008-03-19 | Peri Gmbh | Kletterzylinder einer selbstkletterschalung |
WO2008061922A1 (de) | 2006-11-23 | 2008-05-29 | Doka Industrie Gmbh | Kletter- oder führungsschuh eines klettersystems im bauwesen und klettersystem mit einem derartigen kletter- oder führungsschuh |
WO2009117986A1 (de) | 2008-03-25 | 2009-10-01 | Peri Gmbh | Schienengeführtes selbstkletterschalungssystem mit kletterschienen-verlängerunqsstücken |
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KR20220040457A (ko) | 2022-03-30 |
CL2022000059A1 (es) | 2022-08-26 |
MX2022000537A (es) | 2022-02-10 |
ZA202200286B (en) | 2022-09-28 |
US20220251858A1 (en) | 2022-08-11 |
ES2804038B2 (es) | 2021-11-18 |
EP4006265A4 (en) | 2023-07-19 |
BR112022001486A2 (pt) | 2022-06-07 |
CA3145781A1 (en) | 2021-02-04 |
JP2022542026A (ja) | 2022-09-29 |
AU2020320042A1 (en) | 2022-02-17 |
ES2804038A1 (es) | 2021-02-02 |
EP4006265A1 (en) | 2022-06-01 |
CN114599848A (zh) | 2022-06-07 |
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