US20150176292A1 - Enclosure system for scaffolding - Google Patents

Enclosure system for scaffolding Download PDF

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Publication number
US20150176292A1
US20150176292A1 US14/133,734 US201314133734A US2015176292A1 US 20150176292 A1 US20150176292 A1 US 20150176292A1 US 201314133734 A US201314133734 A US 201314133734A US 2015176292 A1 US2015176292 A1 US 2015176292A1
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United States
Prior art keywords
bar
base
extension bar
apertures
bars
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.)
Abandoned
Application number
US14/133,734
Inventor
Barry John Crookshank
Ryan Larry Anthony Vankooten
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
SRS SCAFFOLDING SOLUTIONS Inc
Original Assignee
SRS SCAFFOLDING SOLUTIONS Inc
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
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Priority to US14/133,734 priority Critical patent/US20150176292A1/en
Assigned to SRS SCAFFOLDING SOLUTIONS INC. reassignment SRS SCAFFOLDING SOLUTIONS INC. ASSIGNMENT OF ASSIGNORS INTEREST (SEE DOCUMENT FOR DETAILS). Assignors: CROOKSHANK, BARRY JOHN, VANKOOTEN, RYAN LARRY ANTHONY
Publication of US20150176292A1 publication Critical patent/US20150176292A1/en
Abandoned legal-status Critical Current

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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G5/00Component parts or accessories for scaffolds
    • E04G5/12Canopies
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/24Safety or protective measures preventing damage to building parts or finishing work during construction
    • E04G21/28Safety or protective measures preventing damage to building parts or finishing work during construction against unfavourable weather influence
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G5/00Component parts or accessories for scaffolds
    • E04G5/04Means for fastening, supporting, or bracing scaffolds on or against building constructions
    • E04G5/046Means for fastening, supporting, or bracing scaffolds on or against building constructions for fastening scaffoldings on walls
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G5/00Component parts or accessories for scaffolds
    • E04G5/14Railings

Definitions

  • the present invention relates to construction scaffolding, and in particular, to a weatherproofing framework structure therefor.
  • Building projects typically require scaffolding to be erected around a walled structure to enable workers to access the building at various height levels to perform work.
  • the workers on the scaffolding and adjacent work area are exposed to adverse weather conditions which limits productivity.
  • Brick and stonework are common examples of construction work that requires scaffolding.
  • the present invention provides an enclosure system that allows for quick and easy installation and set-up of a framework and overlying weatherproofing layer over the work area on a standard scaffold structure without the need for specialized equipment.
  • the present invention relates to an enclosure system for weatherproofing the work area on a standard scaffold structure adjacent a vertical wall surface, comprising a framework of spaced apart structural members attached to the scaffolding and an overlying weatherproofing layer over the framework.
  • an enclosure system for weatherproofing the work area on a standard scaffold structure adjacent a vertical wall surface and attachment thereto, comprising a framework consisting of a plurality of spaced apart base bars joined to an equal plurality of extension bars, and an overlying weatherproofing layer.
  • the standard scaffold structure comprises a plurality of vertical tubes.
  • Each base bar has a length, hollow structural section, end portion, and opposing ends, one end being connected to the vertical tube on the standard scaffold structure by means of a coupler, and the other end being vertically offset from the first end toward the vertical wall surface and connected to the extension bar by means of a first joining structure.
  • Each extension bar has a length, hollow structural section, end portion, and opposing ends, one end having a second joining structure complementary to the first joining structure on the base bar and connected thereto, and the other end having a head structure for engaging the vertical wall surface;
  • the overlying weatherproofing layer comprises a sheet material overlying and attached to the framework.
  • FIG. 1 is an isometric view of the framework of the enclosure system according to the present invention.
  • FIG. 2 is a side view of the framework of the enclosure system according to the present invention.
  • FIG. 3 is a side view of the base bar.
  • FIG. 4 is a side view of the extension bar.
  • FIG. 5 is a sectional view of the hollow structure section, along plane A in FIG. 6 .
  • FIG. 6 is a side view of the bottom end of the base bar, the coupler, and the top end of the vertical tube on the standard scaffold structure.
  • FIG. 7 is an expanded front view of the head structure.
  • FIG. 8 is a side view of the end bar.
  • the enclosure system comprises a framework consisting of a plurality of base bars joined to an equal plurality of extension bars, and an overlying weatherproofing layer.
  • the framework is installed on a standard scaffold structure and is covered by any suitable weatherproofing material, such as a tarpaulin, to protect the workers and work area from weather elements.
  • the enclosure system is installed on the top level work area of a standard scaffold structure 9 above the highest walkboard, as shown in FIGS. 1 and 2 .
  • the framework and the overlying weatherproofing layer covers the work area and adjacent vertical wall surface 28 .
  • the framework consists of structural members made of steel, aluminum, or rigid composite material, which are joined end to end to one another and to the scaffolding. As shown in FIG. 5 , the structural members have a hollow structural section defining walls 12 and a hollow interior 13 , which may be circular, square, or another shape in cross section.
  • the structural members forming the framework consist of a plurality of joined lengths of a base bar 1 and extension bar 2 , which are connected at one end to the standard scaffold structure 9 and abut the vertical wall surface 28 at the other end to form a framework to support the tarpaulin.
  • the base bar 1 has a bottom end 4 and a vertically offset top end 5 .
  • the base bar 1 is tubular in cross section and has open ends.
  • the bottom end 4 is structurally connected to an open end of the uppermost vertical tube 10 on the standard scaffold structure 9 by means of a coupler 14 which is inserted into the end of the vertical tube 10 and bottom end 4 of the base bar 1 .
  • a coupler 14 which is inserted into the end of the vertical tube 10 and bottom end 4 of the base bar 1 .
  • the coupler 14 has two opposing ends 15 and 16 , is preferably tubular in cross section, has a smaller diameter than the open bottom end 4 of the base bar 1 and vertical tube 10 of the standard scaffold structure 9 , and has a pair of apertures 17 on either side of the coupler 14 near each end 15 and 16 , which align with apertures 6 at the bottom end 4 of the base bar 1 and apertures 11 on the vertical tube 10 .
  • Locking pins are inserted through aligned apertures to structurally connect the base bar 1 to the vertical tube 10 on the scaffolding.
  • the base bar 1 may be provided with one or more toeboard brackets 7 at the bottom end 4 to receive a toeboard.
  • the base bar 1 may also be provided with guardrail hooks 8 for attachment of horizontal guardrails at vertical intervals.
  • the top end 5 of the base bar 1 is vertically offset from the bottom end 4 of the base bar 1 .
  • the top end 5 has an open end to receive the extension bar 2 within the hollow structural section of the base bar 1 as later described.
  • the base bar 1 and extension bar 2 act as one element of the enclosure framework.
  • the extension bar 2 has opposing ends 18 and 19 , a length, and a tubular cross section.
  • the end 18 is sized to be insertable hollow structural section of the top end 5 of the base bar 1 .
  • connection between the base bar 1 and the extension bar 2 is made telescopically adjustable by providing spaced apart apertures 6 at the top end 5 of the base bar 1 , which are slidingly aligned with apertures 26 at the end 18 of the extension bar 2 and connected thereto by means of a locking pin.
  • the extension bar 2 is structurally attached to the base bar 1 and is telescopically adjustable to engage the vertical wall surface 28 and thus accommodate separation distance between the scaffolding and the vertical wall surface 28 .
  • a head structure 21 is provided at the end 19 of the extension bar 2 to engage the vertical wall surface 28 .
  • the head structure 21 has an angled flat surface 22 to effect a flat engagement with the vertical wall surface 28 .
  • the head structure 21 also has a hook 23 for attachment of an overlying weatherproofing layer near the second end 19 .
  • each head structure 21 may be provided with one or more apertures 24 to facilitate attachment to the vertical wall surface 28 .
  • the flat surface 22 is generally square and has four apertures 24 near the corners of the flat surface.
  • an end bar 3 may be used as part of the enclosure.
  • the end bar 3 is attached to the vertical tube 10 of the scaffolding by a coupler 14 and apertures 27 , as described above for the attachment of the base bar 1 .
  • the end bar 3 has a bottom end 25 and a top end 26 .
  • Preferably the end bar 3 is tubular in cross section and has open ends.
  • the end bar 3 may have one or more toeboard brackets 7 at the bottom end 25 to receive a toeboard.
  • the end bar 3 may also have guardrail hooks 8 for attachment of scaffolding guardrails at vertical intervals.
  • the inner diameter of the open bottom end 25 of the end bar 3 is sized to accommodate one end 15 of the coupler 14 .

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Fencing (AREA)

Abstract

An enclosure system is provided for weatherproofing the work area on a standard scaffold structure adjacent a vertical wall surface and attachment thereto, comprising a framework consisting of a plurality of spaced apart base bars joined to an equal plurality of extension bars, and an overlying weatherproofing layer.

Description

    FIELD OF INVENTION
  • The present invention relates to construction scaffolding, and in particular, to a weatherproofing framework structure therefor.
  • BACKGROUND
  • Building projects typically require scaffolding to be erected around a walled structure to enable workers to access the building at various height levels to perform work. The workers on the scaffolding and adjacent work area are exposed to adverse weather conditions which limits productivity. Brick and stonework are common examples of construction work that requires scaffolding.
  • Attempts to address the adverse effect of weather conditions include inflatable structures to enclose the scaffold and isolate the internal environment from the weather conditions outside, as disclosed in EP 0948688 B1 for a “Weather Protected System for Mounting on a Scaffolding”. Drawbacks of this solution include bulkiness, expense, and the requirement of a power source.
  • Another approach in the prior art is disclosed in WO 1986/003538 for a “Weather Protecting Device for Stands”, requiring specialized rolls of weatherproofing material which are attached to the scaffolding by brackets that leave significant weather gaps between adjacent strips of weatherproofing material.
  • The present invention provides an enclosure system that allows for quick and easy installation and set-up of a framework and overlying weatherproofing layer over the work area on a standard scaffold structure without the need for specialized equipment.
  • SUMMARY OF INVENTION
  • The present invention relates to an enclosure system for weatherproofing the work area on a standard scaffold structure adjacent a vertical wall surface, comprising a framework of spaced apart structural members attached to the scaffolding and an overlying weatherproofing layer over the framework.
  • According to one aspect of the enclosure system according to the present invention an enclosure system is provided for weatherproofing the work area on a standard scaffold structure adjacent a vertical wall surface and attachment thereto, comprising a framework consisting of a plurality of spaced apart base bars joined to an equal plurality of extension bars, and an overlying weatherproofing layer. The standard scaffold structure comprises a plurality of vertical tubes. Each base bar has a length, hollow structural section, end portion, and opposing ends, one end being connected to the vertical tube on the standard scaffold structure by means of a coupler, and the other end being vertically offset from the first end toward the vertical wall surface and connected to the extension bar by means of a first joining structure. Each extension bar has a length, hollow structural section, end portion, and opposing ends, one end having a second joining structure complementary to the first joining structure on the base bar and connected thereto, and the other end having a head structure for engaging the vertical wall surface; the overlying weatherproofing layer comprises a sheet material overlying and attached to the framework.
  • BRIEF DESCRIPTION OF DRAWINGS
  • In order that the invention may be more clearly understood, embodiments thereof will now be described in detail by way of example, with reference to the accompanying drawings, in which:
  • FIG. 1 is an isometric view of the framework of the enclosure system according to the present invention.
  • FIG. 2 is a side view of the framework of the enclosure system according to the present invention.
  • FIG. 3 is a side view of the base bar.
  • FIG. 4 is a side view of the extension bar.
  • FIG. 5 is a sectional view of the hollow structure section, along plane A in FIG. 6.
  • FIG. 6 is a side view of the bottom end of the base bar, the coupler, and the top end of the vertical tube on the standard scaffold structure.
  • FIG. 7 is an expanded front view of the head structure.
  • FIG. 8 is a side view of the end bar.
  • DETAILED DESCRIPTION
  • The enclosure system according to the present invention comprises a framework consisting of a plurality of base bars joined to an equal plurality of extension bars, and an overlying weatherproofing layer. The framework is installed on a standard scaffold structure and is covered by any suitable weatherproofing material, such as a tarpaulin, to protect the workers and work area from weather elements.
  • In a preferred embodiment of the present invention, the enclosure system is installed on the top level work area of a standard scaffold structure 9 above the highest walkboard, as shown in FIGS. 1 and 2. The framework and the overlying weatherproofing layer covers the work area and adjacent vertical wall surface 28. The framework consists of structural members made of steel, aluminum, or rigid composite material, which are joined end to end to one another and to the scaffolding. As shown in FIG. 5, the structural members have a hollow structural section defining walls 12 and a hollow interior 13, which may be circular, square, or another shape in cross section.
  • The structural members forming the framework consist of a plurality of joined lengths of a base bar 1 and extension bar 2, which are connected at one end to the standard scaffold structure 9 and abut the vertical wall surface 28 at the other end to form a framework to support the tarpaulin.
  • As shown in FIG. 3, the base bar 1 has a bottom end 4 and a vertically offset top end 5. Preferably the base bar 1 is tubular in cross section and has open ends. The bottom end 4 is structurally connected to an open end of the uppermost vertical tube 10 on the standard scaffold structure 9 by means of a coupler 14 which is inserted into the end of the vertical tube 10 and bottom end 4 of the base bar 1. As shown in FIG. 6, the coupler 14 has two opposing ends 15 and 16, is preferably tubular in cross section, has a smaller diameter than the open bottom end 4 of the base bar 1 and vertical tube 10 of the standard scaffold structure 9, and has a pair of apertures 17 on either side of the coupler 14 near each end 15 and 16, which align with apertures 6 at the bottom end 4 of the base bar 1 and apertures 11 on the vertical tube 10. Locking pins are inserted through aligned apertures to structurally connect the base bar 1 to the vertical tube 10 on the scaffolding.
  • The base bar 1 may be provided with one or more toeboard brackets 7 at the bottom end 4 to receive a toeboard. The base bar 1 may also be provided with guardrail hooks 8 for attachment of horizontal guardrails at vertical intervals.
  • The top end 5 of the base bar 1 is vertically offset from the bottom end 4 of the base bar 1. Preferably, the top end 5 has an open end to receive the extension bar 2 within the hollow structural section of the base bar 1 as later described. When joined to the vertical tube 10 on the scaffolding the base bar 1 and extension bar 2 act as one element of the enclosure framework.
  • As shown in FIG. 4, the extension bar 2 has opposing ends 18 and 19, a length, and a tubular cross section. Preferably, the end 18 is sized to be insertable hollow structural section of the top end 5 of the base bar 1.
  • The connection between the base bar 1 and the extension bar 2 is made telescopically adjustable by providing spaced apart apertures 6 at the top end 5 of the base bar 1, which are slidingly aligned with apertures 26 at the end 18 of the extension bar 2 and connected thereto by means of a locking pin. In this manner, the extension bar 2 is structurally attached to the base bar 1 and is telescopically adjustable to engage the vertical wall surface 28 and thus accommodate separation distance between the scaffolding and the vertical wall surface 28.
  • A head structure 21 is provided at the end 19 of the extension bar 2 to engage the vertical wall surface 28. Preferably, the head structure 21 has an angled flat surface 22 to effect a flat engagement with the vertical wall surface 28. The head structure 21 also has a hook 23 for attachment of an overlying weatherproofing layer near the second end 19.
  • As shown in FIG. 7, the flat surface 22 of each head structure 21 may be provided with one or more apertures 24 to facilitate attachment to the vertical wall surface 28. Preferably, the flat surface 22 is generally square and has four apertures 24 near the corners of the flat surface.
  • As shown in FIG. 8, an end bar 3 may be used as part of the enclosure. The end bar 3 is attached to the vertical tube 10 of the scaffolding by a coupler 14 and apertures 27, as described above for the attachment of the base bar 1. The end bar 3 has a bottom end 25 and a top end 26. Preferably the end bar 3 is tubular in cross section and has open ends. The end bar 3 may have one or more toeboard brackets 7 at the bottom end 25 to receive a toeboard. The end bar 3 may also have guardrail hooks 8 for attachment of scaffolding guardrails at vertical intervals. The inner diameter of the open bottom end 25 of the end bar 3 is sized to accommodate one end 15 of the coupler 14.
  • While various embodiments in accordance with the present invention have been described and illustrated herein, it is understood that the invention is not limited thereto, and is susceptible to numerous changes and modifications as are known to those skilled in the art. Therefore, the invention described herein is not limited to the particular embodiments described and illustrated, and includes all such changes and modifications as are encompassed by the scope of the following claims.

Claims (12)

What is claimed is:
1. An enclosure system for weatherproofing the work area on a standard scaffold structure adjacent a vertical wall surface and attachment thereto, comprising a framework consisting of a plurality of spaced apart base bars joined to an equal plurality of extension bars, and an overlying weatherproofing layer, wherein:
the standard scaffold structure comprises a plurality of vertical tubes;
each base bar has a length, hollow structural section, end portion, and opposing ends, one end being connected to the vertical tube on the standard scaffold structure by means of a coupler, and the other end being vertically offset from the first end toward the vertical wall surface and connected to the extension bar by means of a first joining structure;
each extension bar has a length, hollow structural section, end portion, and opposing ends, one end having a second joining structure complementary to the first joining structure on the base bar and connected thereto, and the other end having a head structure for engaging the vertical wall surface;
the overlying weatherproofing layer comprises a sheet material overlying and attached to the framework.
2. The system of claim 1, wherein
the first joining structure is an end portion of the base bar having one or more longitudinally spaced apart apertures therethrough;
the second joining structure is an end portion of the extension bar having one or more longitudinally spaced apart apertures therethrough; and
the second joining structure is insertable into the hollow structural section of the first joining structure and connected thereto by a pin passing through aligned apertures on the base bar and extension bar.
3. The system of claim 2, further comprising two end bars, each having a length, hollow structural section and opposing ends, one end being connected to the vertical tube on the standard scaffold structure by means of a coupler.
4. The system of claim 3, wherein the base bars and end bars further comprise guard rail hooks and toeboard brackets for attachment of guard rails and toeboards.
5. The system of claim 4, wherein the two base bars on the ends of the standard scaffolding structure each comprise guardrail hooks and toeboard brackets for attachment of guardrails and toeboards along two edges of the standard scaffold structure and the remaining base bars and the two end bars comprise guardrail hooks and toeboard brackets for attachment of guardrails and toeboards along one edge of the standard scaffold structure.
6. The system of claim 5, wherein the hollow structural section of the base bar, extension bar, and end bar is circular, rectangular, or square.
7. The system of claim 2, wherein the first joining structure on each base bar and the complementary second joining structure on each extension bar may be structurally attached at any one of a plurality of positions to permit telescoping adjustment of the length of the extension bar that extends beyond the end of the base bar.
8. The system of claim 7, wherein each extension bar structurally attached to a base bar may be locked in position relative to said base bar.
9. The system of claim 8, wherein the first joining structure on each base bar comprises four pairs of apertures across the hollow structural section of each base bar, the complementary second joining structure on each extension bar comprises one pair of apertures across the hollow structural section of each extension bar, and each extension bar structurally attached to a base bar is locked in position by a locking pin inserted through one of the four pairs of apertures in the base bar and the pair of apertures in the extension bar.
10. The system of claim 1, wherein the extension bar further comprises a hook near the head structure by which the overlying weatherproofing layer is attached to the framework .
11. The system of claim 1, wherein the head structure comprises a flat surface, which is parallel to the vertical wall surface.
12. The system of claim 11, wherein the head structure further comprises one or more apertures in the flat surface through which the head structure may be attached to the vertical wall surface.
US14/133,734 2013-12-19 2013-12-19 Enclosure system for scaffolding Abandoned US20150176292A1 (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20140345206A1 (en) * 2013-05-24 2014-11-27 L'air Liquide, Societe Anonyme Pour L'etude Et L'exploitation Des Procedes Georges Claude Weather shelter for use in a remote manufacturing yard
US20180163416A1 (en) * 2015-06-17 2018-06-14 Srs Scaffolding Solutions Inc. Enclosure system for scaffolding
CN110644789A (en) * 2019-11-11 2020-01-03 朱钰锋 Dust screen laying device for foundation earthwork of constructional engineering

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2787321A (en) * 1955-12-12 1957-04-02 James E Dietz Head rod holder
US3486579A (en) * 1968-03-18 1969-12-30 Archie H Blomgren Scaffold apparatus
US5778999A (en) * 1997-03-10 1998-07-14 Nealeigh; Dustin L. Scaffold extension and enclosure system
US20050139423A1 (en) * 2003-12-23 2005-06-30 Dragomir (Doug) Smoljo Enclosure system for scaffolding
US20060157300A1 (en) * 2003-12-24 2006-07-20 Dragomir Smoljo Enclosure system for scaffolding
US20060175131A1 (en) * 2005-02-09 2006-08-10 Smith Jeffrey M Protective weather-frame canopy enclosure for scaffolding
US20080028694A1 (en) * 2006-05-05 2008-02-07 Robert Wasitis Construction weather shield and shelter system

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2787321A (en) * 1955-12-12 1957-04-02 James E Dietz Head rod holder
US3486579A (en) * 1968-03-18 1969-12-30 Archie H Blomgren Scaffold apparatus
US5778999A (en) * 1997-03-10 1998-07-14 Nealeigh; Dustin L. Scaffold extension and enclosure system
US20050139423A1 (en) * 2003-12-23 2005-06-30 Dragomir (Doug) Smoljo Enclosure system for scaffolding
US20060157300A1 (en) * 2003-12-24 2006-07-20 Dragomir Smoljo Enclosure system for scaffolding
US20060175131A1 (en) * 2005-02-09 2006-08-10 Smith Jeffrey M Protective weather-frame canopy enclosure for scaffolding
US20080028694A1 (en) * 2006-05-05 2008-02-07 Robert Wasitis Construction weather shield and shelter system

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20140345206A1 (en) * 2013-05-24 2014-11-27 L'air Liquide, Societe Anonyme Pour L'etude Et L'exploitation Des Procedes Georges Claude Weather shelter for use in a remote manufacturing yard
US9637257B2 (en) * 2013-05-24 2017-05-02 L'Air Liquide Société Anonyme Pour L'Étude Et L'Exploitation Des Procedes Georges Claude Weather shelter for use in a remote manufacturing yard
US20180163416A1 (en) * 2015-06-17 2018-06-14 Srs Scaffolding Solutions Inc. Enclosure system for scaffolding
CN110644789A (en) * 2019-11-11 2020-01-03 朱钰锋 Dust screen laying device for foundation earthwork of constructional engineering

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AS Assignment

Owner name: SRS SCAFFOLDING SOLUTIONS INC., CANADA

Free format text: ASSIGNMENT OF ASSIGNORS INTEREST;ASSIGNORS:CROOKSHANK, BARRY JOHN;VANKOOTEN, RYAN LARRY ANTHONY;REEL/FRAME:031816/0565

Effective date: 20131218

STCB Information on status: application discontinuation

Free format text: ABANDONED -- FAILURE TO RESPOND TO AN OFFICE ACTION