CA3024050A1 - System for lateral support of shoring posts - Google Patents
System for lateral support of shoring posts Download PDFInfo
- Publication number
- CA3024050A1 CA3024050A1 CA3024050A CA3024050A CA3024050A1 CA 3024050 A1 CA3024050 A1 CA 3024050A1 CA 3024050 A CA3024050 A CA 3024050A CA 3024050 A CA3024050 A CA 3024050A CA 3024050 A1 CA3024050 A1 CA 3024050A1
- Authority
- CA
- Canada
- Prior art keywords
- shoring
- shoring post
- head
- post
- jaw
- 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.)
- Pending
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
- E04G25/00—Shores or struts; Chocks
- E04G25/04—Shores or struts; Chocks telescopic
- E04G25/08—Shores or struts; Chocks telescopic with parts held relatively to each other by friction or gripping
-
- 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
-
- 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
- E04G25/061—Shores or struts; Chocks telescopic with parts held together by positive means by pins
-
- 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
- E04G5/16—Struts or stiffening rods, e.g. diagonal rods
-
- 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
- E04G2025/006—Heads therefor, e.g. pivotable
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)
- Conveying And Assembling Of Building Elements In Situ (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
Description
BACKGROUND
[0001] This disclosure relates to engineered shoring post systems where cross-bracing is assembled to vertical shoring posts to carry horizontal loads developed in the load being carried, as well as to provide lateral support for a plurality of vertical shoring posts. Often a shoring plan calls for a single beam to span and be fixed to several adjacent vertical shoring posts. The cross bracing may be called for attachment to at least one shoring post at a height that necessitates a ladder being used by the crew that is installing the shoring system.
BRIEF SUMMARY
The system includes a head and a jaw assembly, the jaw assembly movably mounted to the head, the head configured for selective engagement with a shoring post, and the jaw assembly configured for engagement with a beam that provides lateral support to the shoring post. The head comprises first and second arms that extend in the same general direction and when engaging the shoring post the first and second arms are disposed upon opposite sides of the shoring post. The jaw assembly includes a fixed jaw and a movable jaw, the moving member pivotably connected to the fixed jaw, wherein the fixed jaw and movable jaws are configured to receive an end of the beam therebetween.
Wherein the beam extending from the jaw assembly extends an outer surface of the second shoring post, wherein a line through the center of the beam at an end portion within the jaws assembly extends through the shoring post.
inserting an end of a beam into a jaw assembly, the jaw assembly comprising a fixed jaw and a movable jaw that is pivotably attached to the fixed jaw, wherein the fixed and movable jaws are configured to accept the end of the beam therebetween and the movable jaw is biased toward engagement with the end of the beam, the jaw assembly pivotably mounted to a head; manipulating the beam such that the head substantially horizontally approaches a portion of the first vertical shoring post to dispose the vertical shoring post into a space between first and second arms that define the head; and fixing the beam with respect to the second shoring post.
BRIEF DESCRIPTION OF THE DRAWINGS
1 engaging a shoring post with a beam extending from a jaws assembly.
approaching the shoring post to engage the head with the shoring post.
DETAILED DESCRIPTION OF THE DRAWINGS AND THE PRESENTLY
PREFERRED EMBODIMENTS
Turning now to FIGs. 1-11 a system 10 for shoring a vertical load is provided.
The system includes a plurality of shoring posts 20 that are disposed as desired to shore, i.e. provide vertical support from under a load for an extended period of time, and be removable when the need to provide the vertical shoring support no longer exists. In some embodiments, the shoring posts 20 may be disposed along a line such that a centerline A through two or more aligned shoring posts 20 may extend through a single vertical plane B, and as depicted schematically in FIG. 1. In other embodiments, three or more shoring posts may be aligned generally along the same plane, such as where a portion of the cross-section of each of the plurality of shoring posts extends through a single vertical plane. In still other embodiments, multiple shoring posts 20 may be aligned such that they are generally aligned along the same plane, such as where the cross-sections of each shoring posts lies within from 6 inches to a foot from the same vertical plane.
Cross-members or beams 40 are often called for in an engineered shoring plan to account for horizontal loads and also to provide rigidity to a shoring system as needed due to changing environmental factors (wind, the weight of workers and construction equipment being carried by the shoring system and the like) that may affect the shoring system. Cross-members or beams 40 are typically disposed between and rigidly connected to multiple adjacent shoring posts 20, with temporary clamps, such as wedge clamps (e.g. 40, FIGs. 1 and 2) and are normally assembled to multiple adjacent shoring posts 20 after the shoring posts are positioned. Often an engineered shoring plan will call for a single beam 40 to cross between two, three, or more shoring posts, and may be disposed diagonally or often from a top portion (24) of a first shoring post 20a (FIG. 1) to a mid-portion of an adjacent shoring post 20b (FIG. 1) and often to a lower portion of a third shoring post (20c in FIG. 1).
In some embodiments, one or both of the extended ends 122a, 124a may have cam surfaces that contact the shoring post as the head is moved toward the shoring post, and the contact upon the cam surfaces urge the extended ends 122a, 124a of the arms away from each other to allow the post to slide into the void 129. This embodiment may be useful to provide an initial connection between the head 120 and the shoring post 20 before the beam 40 is fixed to neighboring posts, which urges contact between the head 120 and the post, as discussed below.
In other embodiments, the first and second arms 122, 124 can be configured to receive other portions of a shoring post within the void, as well as shoring posts with various geometries such as round, square, oblong, and the like.
For example, where the shoring post 20 is circular, the inner surfaces of the first and second arms 122, 124 both have an arcuate geometry that closely matches the diameter of the shoring post 20. In embodiments where the head 120 further includes a central portion between the first and second arms 122, 124, the geometry of the collective inner surfaces of the first and second arms 122, 124 and the central portion 126 may be arcuate to match the diameter of the shoring post. In some embodiments the inner surface of the head 120 may have a geometry such that the head contacts a half of the circumference of the shoring post disposed therein, or in other embodiments, the inner surface of the head 120 may contact just slightly less than half of the circumference of the shoring post, such as about 160 to 179 degrees of circumference.
In some embodiments, the pin 182 extends through an axis that is perpendicular to a longitudinal axis through the shoring post, such that the jaw mechanism 140 can pivot upward and downward with respect to the head 120.
The spring 172 is provided to bias the movable jaw toward the closed position such that the movable jaw is biased to bear against a surface (such as the top surface) of the beam 40 when the end portion 42 of the beam extends between the jaws 142, 162. The jaw assembly 140 is configured such that the closed position (FIG. 8) forms a smaller opening 150 than the size of the beam 40, such that the jaws are biased to engage at least the upper and lower surfaces of the end 42 of the beam 40 when disposed therein.
When the beam 40 extends between the jaws 142, 162, the opening (at the smallest point, i.e. where the jaws engage the beam) is the same distance as the height of the beam 40.
Once the extended end 42 is inserted within the jaw assembly 140, the jaws are released and they rotate with respect to each other to engage the top and bottom surfaces of the beam, such that the engagement with the jaws retains the beam therewithin. In embodiments where the jaws include teeth 264, the teeth may dig into the beam (in embodiments such as where the beam 40 is a conventional 2x4 of other conventional lumber). The jaw assembly 140 may be configured with features to ensure stable and proper alignment of the beam within the jaw assembly 140.
Next, the beam 40 is engaged with a portion of a first shoring post 20 (shoring post 20a in FIG. 1). As best understood with reference to FIG. 5, the user holds a portion of the beam 40 that extends from the jaws assembly 140 to guide the head 120 (pivotably connected to the jaws assembly 140) with the head 120 aligned with the , opening between the arms 122, 124 that defines the void horizontally aligned and facing the portion of the shoring post 20 that will mate with the head 120. The user then manipulates the beam 40 so that head moves horizontally (or substantially horizontally) in the direction Z (FIG. 5) toward the shoring post 20. With sufficient movement of the head 120, the first and second arms 122, 124 reach the shoring post 20 such that the shoring post moves within the void 129 between the first and second arms. In embodiments where one or both of the arms has a spring 139, with continued horizontal movement, the shoring post 20 slides past and compresses the spring 139 and then slides further within the void until the spring 139 is partially or fully released from the shoring post. The head 120 is continued to move in direction Z until the shoring post contacts the inner surface of the first and second arms 122, 124 and central portion 126 (when provided) and prevents further motion of the head 12 in the direction Z.
Normally the head 120 rests upon a flat plate 26 that is part of the shoring post 20 to support the head 120 (and beam 40) upon the shoring post 20.
with reference to a line 40z through the longitudinal axis of the end portion 42 of the beam not extending through the beam 40, let alone the center of the beam 40 as the beam passes by the second shoring post 20b. This bending of the beam 40 biases the beam 40 to transfer a force from the end portion 40a, through the jaw assembly 140 and to the head 120, which passes to the first shoring post 20a. This force causes the head 120 to be securely mounted to the first shoring post 20a and maintains the structural stability of the engineered shoring system as discussed above.
shoring posts, the user manipulates the beam 40 to force the head 120 to translate away from the first shoring post 20a in the horizontal direction opposite to direction Z
(FIG. 5). This force urges relative motion between the head 120 and the fixed shoring post, which slides the shoring post 20a out of the void 129. In embodiments where a spring 139 is provided upon one or both arms 122, 124, the force applied to the beam to move the head 120 must be sufficient to compress the spring 139 so that the shoring post can urge the spring to a compressed configuration and slide therepast.
Claims (27)
a head and a jaw assembly, the jaw assembly movably mounted to the head, the head configured for selective engagement with a shoring post, and the jaw assembly configured for engagement with a beam that provides lateral support to the shoring post;
the head comprising first and second arms that extend in the same general direction and when engaging the shoring post the first and second arms are disposed upon opposite sides of the shoring post, the jaw assembly includes a fixed jaw and a movable jaw, the moving member pivotably connected to the fixed jaw, wherein the fixed jaw and movable jaws are configured to receive an end of the beam therebetween.
first and second shoring posts configured to be disposed vertically to vertically support a load, the first and second shoring posts configured to be disposed adjacent to each other with a space therebetween;
a head and jaw assembly, the head configured to engage a portion of the first shoring post and engage a portion of the second shoring post to provide lateral support to the first and second shoring posts;
the jaw assembly including a fixed jaw and a movable jaw that is pivotably connected to the fixed jaw with a pinned connection, wherein the jaw assembly is configured to retain an end of a beam therebetween;
the head includes opposed first and second arms, each of the first and second arms have extended ends, wherein space is defined between the first and second arms, wherein the head is configured to engage the first shoring post such that the shoring post extends within the space, wherein when the shoring post extends within the space between the first and second arms and contacts one or both of the first and second arms, a centerline of the beam extends through the first shoring post, wherein the beam extending from the jaw assembly extends from the first shoring post to an outer surface of the second shoring post, wherein a line through the center of the beam at an end portion within the jaws assembly extends through the first shoring post.
installing first and second vertical shoring posts to a desired height for shoring load above the respective first and second shoring posts;
inserting an end of a beam into a jaw assembly, the jaw assembly comprising a fixed jaw and a movable jaw that is pivotably attached to the fixed jaw, wherein the fixed and movable jaws are configured to accept the end of the beam therebetween and the movable jaw is biased toward engagement with the end of the beam, the jaw assembly pivotably mounted to a head;
manipulating the beam such that the head substantially horizontally approaches a portion of the first vertical shoring post near a top portion of the first shoring post to dispose the vertical shoring post into a space between first and second arms that define the head;
fixing the beam with respect to the outer surface of the second shoring post.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US15/815,104 | 2017-11-16 | ||
| US15/815,104 US10570633B2 (en) | 2017-11-16 | 2017-11-16 | System for lateral support of shoring posts |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CA3024050A1 true CA3024050A1 (en) | 2019-05-16 |
Family
ID=66431890
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CA3024050A Pending CA3024050A1 (en) | 2017-11-16 | 2018-11-13 | System for lateral support of shoring posts |
Country Status (2)
| Country | Link |
|---|---|
| US (2) | US10570633B2 (en) |
| CA (1) | CA3024050A1 (en) |
Families Citing this family (15)
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|---|---|---|---|---|
| US11976483B2 (en) * | 2016-06-24 | 2024-05-07 | Apache Industrial Services, Inc | Modular posts 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 |
| DE102017216255A1 (en) * | 2017-09-14 | 2019-03-14 | Peri Gmbh | Scaffold, scaffolding and method for setting up a scaffold |
| US11225802B2 (en) * | 2017-10-12 | 2022-01-18 | George CHARITOU | Prop head assembly |
| US10711472B2 (en) * | 2017-12-22 | 2020-07-14 | Bond Formwork Systems, LLC | Pass-through head assembly for a grid shoring system |
| US10662659B2 (en) | 2018-07-23 | 2020-05-26 | Titan Formwork Systems, Llc | Method and system to secure shoring deck to a column |
| US10844888B2 (en) | 2018-10-12 | 2020-11-24 | Titan Formwork Systems, Llc | Clamp for connecting ledger to shoring post |
| PL3686375T3 (en) * | 2019-01-24 | 2022-08-16 | Ulma C Y E, S. Coop. | Perimeter protection system for a horizontal formwork system, and method of assembly of a perimeter protection system |
| CA3145424A1 (en) | 2019-07-29 | 2021-02-04 | Dylan Henderson | Adjustable shoring beam and fixing clamp |
| GB2597466A (en) * | 2020-07-22 | 2022-02-02 | J Mac Safety Systems Ltd | A brace for a safety deck |
| US11047142B1 (en) | 2020-07-31 | 2021-06-29 | Bond Formwork Systems, LLC | Main beam structure and profile for formwork grid systems |
| US11268289B2 (en) * | 2020-07-31 | 2022-03-08 | Bond Formwork Systems, LLC | Drophead nut for formwork grid systems |
| US10982452B1 (en) | 2020-07-31 | 2021-04-20 | Bond Formwork Systems, LLC | Secondary joist profile for grid systems |
| ES2926749B2 (en) * | 2021-04-19 | 2023-08-08 | Sist Tecnicos De Encofrados Sa | Formwork system for ceiling slabs |
| WO2023012675A2 (en) * | 2021-08-03 | 2023-02-09 | Peri Se | Grid beam system for slab formwork |
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| US1401172A (en) * | 1919-11-15 | 1921-12-27 | Charles M Markham | Jack-actuating lever |
| US2897013A (en) * | 1954-08-30 | 1959-07-28 | Preston P Delp | Knockdown scaffold |
| US4129393A (en) * | 1977-07-25 | 1978-12-12 | Sickler Jack R | Scaffold lumber clamps |
| JPS5796173A (en) * | 1980-09-29 | 1982-06-15 | Aruuma Shisutemusu Inc | Vertical load supporting frame |
| US4632221A (en) * | 1984-06-18 | 1986-12-30 | Stanford Joseph S | Bracing clamp for shoring structures |
| GB2214554B (en) * | 1988-01-15 | 1991-08-07 | Richard Maurice Morgan | Scaffold fitting |
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| DE4407469C2 (en) * | 1994-03-05 | 1997-08-07 | Peri Gmbh | Coupling for connecting scaffolding parts |
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| DE20005627U1 (en) * | 2000-03-25 | 2000-06-29 | Krause-Werk GmbH & Co KG, 36304 Alsfeld | Pipe element |
| DE20005629U1 (en) * | 2000-03-25 | 2000-06-29 | Krause-Werk GmbH & Co KG, 36304 Alsfeld | strut |
| CA2334126A1 (en) * | 2001-02-02 | 2002-08-02 | Aluma Enterprises Inc. | Scaffold clamp |
| US20030190197A1 (en) * | 2002-04-08 | 2003-10-09 | Richard Lanka | Shoring system apparatus and method for shoring |
| CA2445024A1 (en) * | 2003-10-14 | 2005-04-14 | Porfirio Simoes | Horizontal support member for tube and clamp scaffold system |
| ES2297968B1 (en) * | 2005-04-12 | 2009-07-20 | Inveral, S.A. | SYSTEM FOR THE COUPLING OF A SUPPORT PUNCH TO A FORMWORK TABLE. |
| US7588537B2 (en) * | 2005-09-07 | 2009-09-15 | West Coast Surgical, Llc. | Connector with safety latch for a surgical retractor |
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| WO2012027351A2 (en) | 2010-08-23 | 2012-03-01 | Titan Formwork Systems, Llc | Shoring post with quick release feature |
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| NL2006450C2 (en) * | 2011-03-22 | 2012-09-25 | Scafom Internat B V | Standard and ledger of a scaffolding system, and method for erecting the same. |
| US9835188B2 (en) | 2013-03-14 | 2017-12-05 | Titan Formwork Systems Llc | Universal wedge clamp |
| EP2808464A1 (en) * | 2013-05-27 | 2014-12-03 | Ubes | Scaffolding tower assembly and method for erecting scaffolding tower |
| NL2012924B1 (en) * | 2014-06-02 | 2016-06-09 | Scafom Holding B V | Scaffolding coupling as well as scaffolding system. |
-
2017
- 2017-11-16 US US15/815,104 patent/US10570633B2/en active Active
-
2018
- 2018-11-13 CA CA3024050A patent/CA3024050A1/en active Pending
-
2019
- 2019-12-03 US US16/701,375 patent/US10947749B2/en active Active
Also Published As
| Publication number | Publication date |
|---|---|
| US10947749B2 (en) | 2021-03-16 |
| US20190145115A1 (en) | 2019-05-16 |
| US20200102764A1 (en) | 2020-04-02 |
| US10570633B2 (en) | 2020-02-25 |
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