US3815858A - Roll out formwork support - Google Patents
Roll out formwork support Download PDFInfo
- Publication number
- US3815858A US3815858A US00322969A US32296973A US3815858A US 3815858 A US3815858 A US 3815858A US 00322969 A US00322969 A US 00322969A US 32296973 A US32296973 A US 32296973A US 3815858 A US3815858 A US 3815858A
- Authority
- US
- United States
- Prior art keywords
- screw
- engage
- roller
- formwork
- nut
- Prior art date
- 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.)
- Expired - Lifetime
Links
Images
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
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/16—Members, e.g. consoles, for attachment to the wall to support girders, beams, or the like carrying forms or moulds for floors, lintels, or transoms
Definitions
- Ref ren Cit d sleeve screw is rotatable by a hand or power wrench UNITED STATES PATENTS from below the tubular support to adjust the roller and shoe vertically as a unit.
- work scaffolds and formwork are generally moved intact from place to place to perform their functions and it is desiredfor repeated uses, to roll one or the other of them intact between work positions and there rigidly support them at adjusted heights or inclinations.
- removable formwork support structures which have brackets that include formwork roll-out rollers rigidly oriented: directionally and rotatable heads horizontally spaced therefrom required thestrict positioning of mounting bolts sleeves vertically and laterally in both square and round columns when the columns are being poured. to support the next floor slab.
- adjustable. jack screw mechanisms that are mechanically integrated as a part of the whole supportassembly provide a total weight that must be manually handled when'securing. and removing it from its high support position;
- the support is asimple frame fabricated by welding, or a steel casting, and having a vertically oriented tubular element which closely but freely receives an externally square-threaded tubular sleeve member of a screw assembly in axial telescoping relationship for rigid erectness.
- Two nuts are carried by the sleeve screw.
- the lower nut non-rotatably engages the support in weight bearing relation for vertical adjustments by rotating thesleeve screw from its lower end.
- the upper nut is a winged nut.
- the upper end of the screw rotatably supports a roller fixture and also a load bearing head fixture. They non-rotatively telescope with each other as adjusted by the winged nut to their weight bearing positions.
- the relative adjustment between the roller fixture and head is not changed when they are moved vertically as a unit by sleeve screw rotation.
- the roller and shoe jointly have universal directional orientation as well as a separate vertical adjustment with respect to each other.
- the roller fixture, the head fixture and the sleeve screw can be lifted from their respective supported positions separately or collectively for repair, shipment and replacement.
- the support can be installed or removed without the screw assembly beingpresent and the screw assembly can be installed or removed easily by axial telescopic movement vertically, or horizontally, to or from its working position after the support has been lifted and is being secured in place. Also, the wing nut can be grossly adjusted before the screw assembly is installed. Therefore a workman merely finalizes the major adjustment with an extension wrench from below the support with substantial savings of time and effort.
- Another object and advantage of the invention is the ready interchangeability and adjustment of self contained screw assemblies of different lengths for special applications. Additionally, the invention can be used with other vertically disposed tubular supports secured to structural columns or independently standing shoring membersthatmight be required between columns having a widespan.
- FIG. 1 is an upwardly directed perspective view showingone of theembodiments of the invention operatingto support formwork for a poured concrete floor slab;
- FIG. 2 is a perspective view of the support shown in FIG. 1 in an intermediate stageof assembly
- FIG. 3 is a vertical sectional view of the assembled support shown in FIG. 1;.
- FIG. 4 is a cross-sectional view of the assembly shown in FIG. 1 taken'on line.44 of FIG. 3;
- FIGS. 5 and 6 are fragmentary, partly sectional views showing parts of the embodiment in FIG. 1 in alternate operational positions;
- FIG. 7 is a viewsimilar to FIG. 3. showing a modified form thereof
- FIG. 8 is a perspective .view of a vertical shoring tube, not bolted to a column, in which the jack screw is received at the top to adjustably support formwork between widely spaced columns.
- FIG. 1 a concrete structural column 10, of a building that is being built of poured concrete, is shown in FIG. 1 supporting formwork 12 upon which concrete is poured to form the slab 14 of the next upper floor. After hardening, another series of structural columns will be formed on the slab 14 as extensions of the others and the formwork illustrated can be lowered a substantial distance and rolled out intact in a horizontal direction, and then rigidly relocated on'the new columns for reuse in forming the next slab above slab l4, etcl
- the frame of the formwork may include I beams, timbers 16 are shown by way of simple illustration which support plywood form panels 18.
- the column is one of many that are spaced and aligned in parallel rows in a repetitive pattern with each having spaced horizontal tubular elements 20 embedded in them to receive removable bolts or studs 22 therethrough that accept nuts 26 thereon to clamp the frame portion 23 of the support 24 in place.
- the support includes the tube 32 to receive and support the screw assembly 25, upon which the-formwork is removably supported at adjustable heights.
- the screw assembly can be slipped into place during the applications of the two bolts and nuts as when the tube is momentarily disposed horizontally with one bolt in place.
- the tube 32 has an opening 40 (FIG. 4) therethrough and telescopically receives therein the lower end 31 of the screw 42 of the screw assembly.
- the screw may have external longitudinal undulations thereon such as a rack, or preferably a square coarse helical thread 41 such as a modified four pitch Acme, although shown for simplicity in the drawings as a V-thread, for rotative vertical load bearing and adjustment and carries two nuts 38 and 58 above the tube 32.
- the screw 42 is a sleeve more than twice the length of the tube '32 with the thread 41 ending, or obstructed, at a point 46 spaced from its lower end a distance substantially equal to the length of the tube 32 leaving the lower end of the screw 42 preferably smooth as at 43 to fit with the tube and also to substantially reduce thread contamination from the bottom of the tube.
- the sleeve screw is preferably provided at its lower end with a wrenching member.
- It can be machined or formed square, or a cast member can be used but is illustrated as a hex head 30 nut welded thereto at 35 for engagement by a crank or power wrench (not shown) for rotating it.
- the opening 37 through the nut drains the interior of the sleeve screw 42 to avoid dangers of water collection and freeze ups.
- the upper end of the sleeve screw 42 removably supports two fixtures rotatively which telescope with each other and the sleeve screw.
- the sleeve screw 42 internally receives the vertical spindle 47 of a roller fixture 48 that has a yoke 50 secured therto whose arms 51 carry an axle 52 that journals the roller 54.
- the bight of the yoke 50 rests rotatively on the flattened upper end 55 of the sleeve screw.
- the other fixture 56 is load bearing and has a depending collar 57 received externally on the upper end of the sleeve screw 42 as rotatively and adjustably supported-in axial telescoping relationship by the winged nut 58 threaded on the sleeve screw adjacent to its upper end.
- the collar 57 carries a yoke 60 telescoping laterally over the roller fixture 48 and terminating in diverging flat arms 63 that define a flat head 62 to engage a beam of the formwork 12.
- the edges of the yoke 60 are reinforced by contour cut plates 61 welded thereto and defining a well 65 into which the roller fixture can non-rotatively telescope to a level below the head 62.
- the roller and head fixtures are rotatable on top of the screw 41 for universal directional orientation in a horizontal plane to engage a formwork beam so oriented.
- Adjustment of the winged nut 58 on the sleeve screw 42 raises or lowers one fixture with respect to the other without relative rotation between them and the screw 42 bodily raises and lowers them as a unit in any adjusted relation by being rotated in the non-rotative nut 38.
- the roller is freely orientable to accommodate the direction of endwise movement of the beam, and also be readily repaired if damage is in curred. Either the roller or head, or both, can be removed and replaced by merely lifting either or both members from the upper end of the screw sleeve.
- the lower nut 38 on the sleeve screw 42 is non-rotatably supported when the sleeve screw rests in place on the top 67 of the tube 32.
- the tube 32 is shorter than the web portion 34 of the channel beam 37, preferably at both ends 33, by a distance approximately the height of the nut 38 and the space between the web 27 and the exterior surface of the screw 42 is less than the major diameter of the hex wrenching contour of the nut 38.
- the load of the formwork beam 16 is carried by the nut 38 from the screw sleeve 42 regardless of which fixture is the highest. If the roller 54 is highest the load is transmitted directly from the roller fixture 48 to the upper end of the sleeve screw. If the head 62 is the highest, the load is transmitted by the head fixture 56 through the winged nut 58, to the sleeve screw 42 and nut 38.
- the relative installtion heights of the respective supports 24 are not critically significant regarding variations in heights between respective sets of mounting bolts 22 since the roller and head assembly units can be leveled easily throughout the building area by a crank or power wrench (not shown) engaging the hex headed lower ends 30 of the sleeve screws and adjusted, if need be, to transit sightings. Thereby all fixture units can be leveled not only for pouring the concrete floor slab but also for formwork roll out.
- the formwork is generally lowered intact onto screw assemblies that have been inspected and adjusted to a desired gross level.
- a modification 62A (FIG. 7) of the head 62 comprises locating pins 64A at the corners of the head 62A.
- at least one of these pins 64AT is higher than the other by as much as one half of the lead of the thread 41 on a trailing corner.
- the head 62A and roller 54 are disposed properly under and in alignment with the beam since the higher trailing pins or pins 64AT are first to engage the leading side or sides of the beam as the head rises in a helical path 66 when rotating with the screw that is being advanced by its turning during height readjustment.
- the support 24 for each column is easily lifted and one bolt 22 is inserted and its nut 26 is partially tightened, preferably the upper one, and the support 24 and its tube 32 are temporarily tilted to extend horizontally. In this position the sleeve screws 42 with the two nuts 38 and 58 on them can be easily inserted in the tube 32.
- the support 24 and its tubes 32 are then oriented vertically and the other bolts 22 attached and both nuts 38 tightened. Thereafter the head fixtures 56 and roller fixtures 48 are dropped into their working positions in that order, or as units, on the upper end of the screw 42 with the heads 62 slightly higher than the rollers 54.
- the heads 62 can later be brought to a predetermined level by turning the sleeve screw 42 by its hex head 30 from below the support to align the heads 56.
- the formwork beams 16 can then be placed on the heads 62 and the final height and leveling made by screw adjustment with the formwork in place for pouring.
- the winged nuts 58 are retracted to expose the roller fixtures 48 to contact with the formwork beams 16 and with the pins 64 engaging the sides of the beams, the rollers 54 are held oriented in the roll out direction.
- the nut 38 need only be spot welded by bin to the upper end of the tube 26 and the sleeve screw is threadedly attached thereto but the many advantages and versatility is impaired.
- Screws are generally the only parts that become damaged in use and may require attention that cannot be given while mounted in place, and heretofore the whole assembly generally has had to be removed because damage has occurred at its upper end.
- both bolts may be loosened and one removed.
- the support is then tilted to drop out the damaged screw assembly and replace it with another one and the support again quickly tilted back, tightened in place and the fixtures adjusted as to their appropriate heights.
- each support tube means including screws whose major radial dimension engage the respective tubes in telescopic rigid erecting relationship
- roller fixtures rotatively supported on the upper ends of the screws to engage an object to be supported in rolling relationship
- head fixtures non-rotatively telescoping with the respective roller fixtures and rotatively mounted on the screws to engage a formwork member in supported rigid relationship
- a manually controlled nut on each screw above said nut means adjustably carrying the weight of each head fixture when raised above the level of the roller fixture
- jack screw means telescopically received rotatably in said tubular member for close axial alignment at one of its ends and having a heavy weight bearing thread intermediate its ends,
- first nut means carried by the screw means in threaded relationship intermediate its ends for engaging the tubular means in screw supporting adjustable relation with respect thereto,
- a head fixture rotatively supported on said other end in telescoping relation with the roller fixture to rigidly engage said other one of said objects under weight bearing conditions when disposed above the level of said roller fixture
- a support member having a base member with laterally spaced holes and vertically oriented tube means having an end spaced a predetermined distance above a work space on a floor, means for releasably supporting said base member to said vertical member at each of said holes, and a jack means freely received telescopically in said tube means in weight supported relationship, said jack means including a screw member telescopically received in said tube means having laterally extending thread elements spaced axially along its surface, which engage said tube means in rigid erecting relationship,
- cam nut means received by the screw member intermediate its ends located in weight bearing relation against said end of the tubular means in heightadjusting relation to move the screw member upwardly and downwardly predetermined distances in supporting relation upon rotation of the screw member,
- head fixture means rotatively supported upon the upper end of said screw member to engage formwork and having a collar means resting against said winged nut means to move upwardly and downwardly upon rotation of the winged nut means
- roller fixture means rotatably carried by said screw member at the top thereof in telescoping relation with the head fixture means to engage formwork in roll out supported relation
- said head fixture means comprises a yoke defining a planar upper surface to engage the bottom of a formwork beam in supporting relation and upright members disposed on opposite sides to engage the sides of the formwork beam in non-rotatable relationship.
- said head fixture means defines a horizontal surface to engage the bottom of a formwork beam, and upright elements to engage the sides of the formwork at least two of which are spaced from each other across the axis of screw rotation a distance substantially greater than the width of the beam with at least one of them taller than another one by a distance at least one-half the lead of the thread on the screw to engage the side of the beam to locate the roller crosswise of the beam when rotated and lifted by adjustment of the screw.
- said wrenching means on said screw member comprises a wrench receiving element on the lower end of said sleeve member defining a drain passage from said sleeve member.
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
Description
Claims (10)
Priority Applications (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US00322969A US3815858A (en) | 1973-01-12 | 1973-01-12 | Roll out formwork support |
CA178,047A CA976541A (en) | 1973-01-12 | 1973-08-03 | Roll out formwork support |
US476406A US3900179A (en) | 1973-01-12 | 1974-06-05 | Column roll out support |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US00322969A US3815858A (en) | 1973-01-12 | 1973-01-12 | Roll out formwork support |
Publications (1)
Publication Number | Publication Date |
---|---|
US3815858A true US3815858A (en) | 1974-06-11 |
Family
ID=23257237
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US00322969A Expired - Lifetime US3815858A (en) | 1973-01-12 | 1973-01-12 | Roll out formwork support |
Country Status (2)
Country | Link |
---|---|
US (1) | US3815858A (en) |
CA (1) | CA976541A (en) |
Cited By (22)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3900179A (en) * | 1973-01-12 | 1975-08-19 | Waco Scaffold & Shoring Co | Column roll out support |
US3967806A (en) * | 1975-03-17 | 1976-07-06 | Strickland Systems Inc. | Adjustable apparatus for supporting concrete formwork |
US4880203A (en) * | 1988-10-19 | 1989-11-14 | Holcomb Grove R | Adjustable form brace |
US5085398A (en) * | 1988-10-19 | 1992-02-04 | Holcomb Grove R | Adjustable form brace |
US5271596A (en) * | 1988-10-19 | 1993-12-21 | Holcomb Grove R | Method and apparatus for bracing elevated concrete forms |
US6394405B1 (en) * | 1999-07-13 | 2002-05-28 | Para Tech Incorporated | Continuously adjustable rescue strut |
US20040118065A1 (en) * | 2002-09-13 | 2004-06-24 | Jackson Barry W. | Column hung shoring bracket and slab support truss system |
ES2276559A1 (en) * | 2004-04-27 | 2007-06-16 | Prefabricados Agricolas E Industriales, S.A. | Rigid joint for prefabricated structure, has molding provided at end of main beam to join window and same beam into pillar after concrete setting process |
WO2008063071A1 (en) * | 2006-11-24 | 2008-05-29 | Arnfinn Saervoll | Support means comprising a hooking profile |
US20090194665A1 (en) * | 2008-02-06 | 2009-08-06 | Swa Holding Company, Inc. | Adjustable Support Stand for Pre-Cast Concrete Wall Forms |
US20130015306A1 (en) * | 2011-07-11 | 2013-01-17 | Roderick Milton Stewart | Plaster ceiling support device |
CN105507586A (en) * | 2016-01-21 | 2016-04-20 | 福州星阳建筑劳务有限公司 | Reinforcing component for outer wall formwork of building |
DE102018203612A1 (en) * | 2018-03-09 | 2019-09-12 | Peri Gmbh | Lowering device and support device and slab formwork with such a lowering device |
US10415262B2 (en) | 2016-06-24 | 2019-09-17 | Apache Industrial Services, Inc. | Modular ledgers of an integrated construction system |
US10465399B2 (en) * | 2016-06-24 | 2019-11-05 | Apache Industrial Services, Inc. | Integrated construction system |
US10472823B2 (en) | 2016-06-24 | 2019-11-12 | Apache Industrial Services, Inc. | Formwork system |
US10822761B1 (en) * | 2019-07-18 | 2020-11-03 | Airbnb, Inc. | Laterally and vertically adjustable foundation structure |
US11306492B2 (en) | 2016-06-24 | 2022-04-19 | Apache Industrial Services, Inc | Load bearing components and safety deck of an integrated construction system |
EP4092220A1 (en) * | 2021-05-20 | 2022-11-23 | Brand France SAS | Device for provisionally supporting element(s) |
US11624196B2 (en) | 2016-06-24 | 2023-04-11 | Apache Industrial Services, Inc | Connector end fitting for an integrated construction system |
US11976483B2 (en) | 2016-06-24 | 2024-05-07 | Apache Industrial Services, Inc | Modular posts of an integrated construction system |
US12195961B2 (en) | 2016-06-24 | 2025-01-14 | Apache Industrial Services, Inc. | Formwork system |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2386525A (en) * | 1944-02-16 | 1945-10-09 | Joseph S White | Roof center |
US3504879A (en) * | 1968-02-29 | 1970-04-07 | James K Strickland | Column shore bracket |
US3595512A (en) * | 1969-06-17 | 1971-07-27 | Ringer Corp Judd | Releasable holder for container |
-
1973
- 1973-01-12 US US00322969A patent/US3815858A/en not_active Expired - Lifetime
- 1973-08-03 CA CA178,047A patent/CA976541A/en not_active Expired
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2386525A (en) * | 1944-02-16 | 1945-10-09 | Joseph S White | Roof center |
US3504879A (en) * | 1968-02-29 | 1970-04-07 | James K Strickland | Column shore bracket |
US3595512A (en) * | 1969-06-17 | 1971-07-27 | Ringer Corp Judd | Releasable holder for container |
Cited By (39)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3900179A (en) * | 1973-01-12 | 1975-08-19 | Waco Scaffold & Shoring Co | Column roll out support |
US3967806A (en) * | 1975-03-17 | 1976-07-06 | Strickland Systems Inc. | Adjustable apparatus for supporting concrete formwork |
US4880203A (en) * | 1988-10-19 | 1989-11-14 | Holcomb Grove R | Adjustable form brace |
US5085398A (en) * | 1988-10-19 | 1992-02-04 | Holcomb Grove R | Adjustable form brace |
US5271596A (en) * | 1988-10-19 | 1993-12-21 | Holcomb Grove R | Method and apparatus for bracing elevated concrete forms |
US6394405B1 (en) * | 1999-07-13 | 2002-05-28 | Para Tech Incorporated | Continuously adjustable rescue strut |
US7360341B2 (en) | 2002-09-13 | 2008-04-22 | Barry W. Jackson | Slab support truss system |
US20040118065A1 (en) * | 2002-09-13 | 2004-06-24 | Jackson Barry W. | Column hung shoring bracket and slab support truss system |
US20080111040A1 (en) * | 2002-09-13 | 2008-05-15 | Jackson Barry W | Column hung shoring bracket and slab support truss system |
ES2276559A1 (en) * | 2004-04-27 | 2007-06-16 | Prefabricados Agricolas E Industriales, S.A. | Rigid joint for prefabricated structure, has molding provided at end of main beam to join window and same beam into pillar after concrete setting process |
ES2276559B1 (en) * | 2004-04-27 | 2008-05-16 | Prefabricados Agricolas E Industriales, S.A. | RIGID KNOT WITHOUT MENSULES FOR PREFABRICATED CONSTRUCTIONS. |
WO2008063071A1 (en) * | 2006-11-24 | 2008-05-29 | Arnfinn Saervoll | Support means comprising a hooking profile |
US20090194665A1 (en) * | 2008-02-06 | 2009-08-06 | Swa Holding Company, Inc. | Adjustable Support Stand for Pre-Cast Concrete Wall Forms |
US7922145B2 (en) * | 2008-02-06 | 2011-04-12 | Swa Holding Company, Inc. | Adjustable support stand for pre-cast concrete wall forms |
US20130015306A1 (en) * | 2011-07-11 | 2013-01-17 | Roderick Milton Stewart | Plaster ceiling support device |
US9085910B2 (en) * | 2011-07-11 | 2015-07-21 | Historic Plaster Conservation Products Limited | Plaster ceiling support device |
CN105507586A (en) * | 2016-01-21 | 2016-04-20 | 福州星阳建筑劳务有限公司 | Reinforcing component for outer wall formwork of building |
US10415262B2 (en) | 2016-06-24 | 2019-09-17 | Apache Industrial Services, Inc. | Modular ledgers of an integrated construction system |
US12146320B2 (en) | 2016-06-24 | 2024-11-19 | Apache Industrial Services, Inc | Formwork system |
US10465399B2 (en) * | 2016-06-24 | 2019-11-05 | Apache Industrial Services, Inc. | Integrated construction system |
US10472823B2 (en) | 2016-06-24 | 2019-11-12 | Apache Industrial Services, Inc. | Formwork system |
US12352060B2 (en) | 2016-06-24 | 2025-07-08 | Apache Industrial Services, Inc. | Load bearing components and safety deck of an integrated construction system |
US11306492B2 (en) | 2016-06-24 | 2022-04-19 | Apache Industrial Services, Inc | Load bearing components and safety deck of an integrated construction system |
US12291885B2 (en) | 2016-06-24 | 2025-05-06 | Apache Industrial Services, Inc. | Fitting ring |
US12291864B2 (en) | 2016-06-24 | 2025-05-06 | Apache Industrial Services, Inc. | Clamp assembly for a formwork system |
US11624196B2 (en) | 2016-06-24 | 2023-04-11 | Apache Industrial Services, Inc | Connector end fitting for an integrated construction system |
US12234638B2 (en) | 2016-06-24 | 2025-02-25 | Apache Industrial Services, Inc. | Formwork system |
US12195961B2 (en) | 2016-06-24 | 2025-01-14 | Apache Industrial Services, Inc. | Formwork system |
US11970873B2 (en) | 2016-06-24 | 2024-04-30 | Apache Industrial Services, Inc | Bearing plate of an integrated construction system |
US11976483B2 (en) | 2016-06-24 | 2024-05-07 | Apache Industrial Services, Inc | Modular posts of an integrated construction system |
US12116779B2 (en) | 2016-06-24 | 2024-10-15 | Apache Industrial Services, Inc | Formwork system |
US12077971B2 (en) | 2016-06-24 | 2024-09-03 | Apache Industrial Services, Inc | Connector end fitting for an integrated construction system |
US11988002B2 (en) | 2018-03-09 | 2024-05-21 | Peri Se | Supporting device for the construction industry, arrangement consisting of at least two such supporting devices, incremental launching device comprising at least one such supporting device, and method for supporting a load element using such a supporting device |
DE102018203612A1 (en) * | 2018-03-09 | 2019-09-12 | Peri Gmbh | Lowering device and support device and slab formwork with such a lowering device |
US11905722B2 (en) | 2018-03-09 | 2024-02-20 | Peri Se | Lowering system and support device, and ceiling formwork having such a lowering system |
US11788307B2 (en) | 2018-03-09 | 2023-10-17 | Peri Se | Method for displacing a ceiling formwork, collision protection element, and ceiling formwork, supporting device and incremental launching device comprising such a collision protection element |
US10822761B1 (en) * | 2019-07-18 | 2020-11-03 | Airbnb, Inc. | Laterally and vertically adjustable foundation structure |
FR3123081A1 (en) * | 2021-05-20 | 2022-11-25 | Brand France Sas | ELEMENT(S) PROVISIONAL SUPPORT DEVICE |
EP4092220A1 (en) * | 2021-05-20 | 2022-11-23 | Brand France SAS | Device for provisionally supporting element(s) |
Also Published As
Publication number | Publication date |
---|---|
CA976541A (en) | 1975-10-21 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US3815858A (en) | Roll out formwork support | |
US3900179A (en) | Column roll out support | |
US7360341B2 (en) | Slab support truss system | |
CN108442693B (en) | A fast moving installation support system | |
US4036466A (en) | Flying deck-type concrete form installation | |
US3797793A (en) | Shoring scaffold and formwork support | |
CN112049465A (en) | Support structure for large-span truss and construction method thereof | |
CN111877345B (en) | Steel pipe pile positioning device for steel trestle construction in water area and construction method | |
CN111021414A (en) | Template support assembly for subway station side wall and supervision method thereof | |
CN215631604U (en) | Independent support system for post-cast strip | |
US3826459A (en) | Adjustable form support bracket | |
CN108589772B (en) | Bench formwork system for pipe gallery top plate and early dismantling method of early dismantling formwork | |
US4693449A (en) | Beam form and slab form adjustment structure | |
JP3619923B2 (en) | Method and apparatus for installing or removing steel bridge | |
CA2440612A1 (en) | Column hung shoring bracket and slab support truss system | |
CN113006374B (en) | Column support component for construction of steel structure factory building | |
CN211102414U (en) | Stiffening steel plate shear wall processing bed-jig | |
CN216581952U (en) | Bracket is used in wind power tower cylinder transportation | |
CN210086857U (en) | Adjustable bolt locating rack | |
CN210195303U (en) | Prefabricated wall auxiliary mounting frame | |
CN222391013U (en) | Adjustable diagonal bracing for formwork reinforcement | |
CN220828083U (en) | Steel bar truss floor carrier plate supporting component | |
AU629230B2 (en) | Levelling system for a rail | |
CN214831949U (en) | Bridge roof bottom welding platform | |
CN222456743U (en) | Auxiliary operation platform for concrete pouring construction in bracket-free steel pipe column |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
AS | Assignment |
Owner name: UNITED STATES WACO CORP. INC., ADDISON, IL. A COR Free format text: RELEASED BY SECURED PARTY;ASSIGNOR:CANADIAN IMPERIAL BANK OF COMMERCE;REEL/FRAME:003944/0021 Effective date: 19810310 Owner name: STEEPLEJACK WACO (CLEVELAND) INC. 5231 WEST 130TH Free format text: ASSIGNMENT OF ASSIGNORS INTEREST.;ASSIGNOR:UNITED STATES WACO CORP. A FL CORP.;REEL/FRAME:003944/0024 Effective date: 19810310 |
|
AS | Assignment |
Owner name: WACO FORM-SCAFF (CLEVELAND), INC.; 7575 DILLON ST. Free format text: ASSIGNMENT OF ASSIGNORS INTEREST.;ASSIGNOR:STEEPLEJACK WACO (CLEVELAND) INC.;REEL/FRAME:004113/0460 Effective date: 19820916 |
|
AS | Assignment |
Owner name: WACO INTERNATIONAL (CLEVELAND), INC., CLEVELAND, O Free format text: CHANGE OF NAME;ASSIGNOR:WACO FORM-SCAFF (CLEVELAND), INC.;REEL/FRAME:004262/0698 Effective date: 19840416 |