US964233A - Knockdown scaffold. - Google Patents

Knockdown scaffold. Download PDF

Info

Publication number
US964233A
US964233A US51452009A US1909514520A US964233A US 964233 A US964233 A US 964233A US 51452009 A US51452009 A US 51452009A US 1909514520 A US1909514520 A US 1909514520A US 964233 A US964233 A US 964233A
Authority
US
United States
Prior art keywords
sections
scaffold
section
secured
knockdown
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
Application number
US51452009A
Inventor
Alexander Gilliland
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.)
Individual
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to US51452009A priority Critical patent/US964233A/en
Application granted granted Critical
Publication of US964233A publication Critical patent/US964233A/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • 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
    • E04G1/00Scaffolds primarily resting on the ground
    • E04G1/14Comprising essentially pre-assembled two-dimensional frame-like elements, e.g. of rods in L- or H-shape, with or without bracing
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10STECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10S425/00Plastic article or earthenware shaping or treating: apparatus
    • Y10S425/126Silo mold

Definitions

  • This invention relates to sectional knockdown scaffolds, and is designed to provide a scaffold of this character which is cheap in construction, and which can readily be erected and taken down without waste of material.
  • a further and more specific object is to provide a scafiold which may readily be erected in the interior of a stack, and which can be taken apart and removed therefrom when the work for which it has been erected has been completed. Also to provide a scaffold of this character in which the parts can be readily changed for use in stacks of different diameters. Also to provide a seatfold of this character which can be erected without the use of bolts or screws.
  • My invention consists of uprights or columns built up of short sections of angle iron, or other suitably shaped sections, each of which is provided with a socket atone end to receive the end of the next section. Some or all of these sections are provided with sockets to receive the ends of tie bars to connect the sections of one upright to the sections of an adjacent upright.
  • the numeral 2 designates the uprights, each of which is composed of, or built up, of a plurality of short sections '3 of angle iron. Secured to the outer fee of the upper end of each of these sections is a short angle plate 4, and secured to the inner face of the u per end of both of the members of the ang e iron 3 is a short plate 5. As illustrated in the drawings the plates 4 and 5 are secured to the upper end of the sections 3 by means of through rivets which pass through the bars 3, and plates 4 and 5. Secured to the outer face of the sections 3 is an ofi'set angle plate 6, the oifset forming a socket 7, which is designed to receive the downwardly projecting end of a hook 8, secured to a tie bar 9.
  • tie bar 9 is also provided with a similar hook 8, which engages a socket 7 in the oilset plate 6 which is secured to the outer face of one of the sections of the adjacent upright.
  • These tie bars may be of any suitable length to meet the requirements for which the scattold is erected, and can be readily cut to the desired lengths.
  • the first sections 3 of each of the columns are placed on'a suitable support, and are tied together by means of the tie bars 9.
  • the ends of the second sections 3 of the columns are inserted into the sockets on the ends of the first sections which are formed by the plates 4 and 5. These sections are then tied to gether .by means of similar tie bars 9; the
  • the scaffold may readily be dismantled, by beginning at the top, and lowering section after section to the ground.
  • a knockdown scaffold comprising uprights formed of :1V plurality of angular sections, each section having an socket at the end thereof'formed of an angle plate secured to one face of the angular section and two plates secured to the other face of the section to receive the end of an adjacent section,.sockets formed on the outer face of each of the sections, and removable members engaging the sockets on the sections of two uprights to tie them together; substantially as described.
  • a knockdown scaffold com' rising up rights formed of a pl lrality of angle sections, each section hading a socket at one end to receive the end of an adjacent section, an offset angle plate secured to the outer face of each angle section, and a tie bar having projections adapted to engage the ofl'set in the angle plate of sections in adjacent uprights; substantially as described.

Landscapes

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

Description

A. GILLILAND.
KNOGKDOWN SGAFFOLD.
APPLICATION FILED AUG. 25, 1909.
964,233.. Patented July 12,1910.
ALEXANDER GILLILAND, 01
BELLEVUE, PENNSYLVANIA.
KNOCIEIDUWN SCAFFOLD.
"Application filed August 25, 1909. Serial No. 514,520.
To all when it may concern:
Be it known that I, ALEXANDER GILLI- LAND, of Bellevue, Allegheny county, Pennsylvania, have invente a new and useful Improvement in Knockdown Scatlolds, of which the following is a full, clear, and exact description, reference being had to the accompanying drawings, forming part of this specification, in .which- Figure 1 is a plan view partially in section of one form of my improved scaffold; Fig. 2 is a side elevation of the same with parts broken away; Fig. 3 is a perspective view of one of the angle iron sections, showing the offset tie rod plate secured thereto, and Fig. 4 is a perspective view of the end of one of the sections of the uprights.
This invention relates to sectional knockdown scaffolds, and is designed to provide a scaffold of this character which is cheap in construction, and which can readily be erected and taken down without waste of material.
A further and more specific object is to provide a scafiold which may readily be erected in the interior of a stack, and which can be taken apart and removed therefrom when the work for which it has been erected has been completed. Also to provide a scaffold of this character in which the parts can be readily changed for use in stacks of different diameters. Also to provide a seatfold of this character which can be erected without the use of bolts or screws.
My invention consists of uprights or columns built up of short sections of angle iron, or other suitably shaped sections, each of which is provided with a socket atone end to receive the end of the next section. Some or all of these sections are provided with sockets to receive the ends of tie bars to connect the sections of one upright to the sections of an adjacent upright.
The precise nature of my invention will be best understood by reference to the accompanymg drawings, which will now be described, it being premised, however, that various changes may be made in the details of the construction and eneral arrangement of the parts without eparting from the spirit and scope of my invention, as defined in the appended claims.
In the drawings, the numeral 2 designates the uprights, each of which is composed of, or built up, of a plurality of short sections '3 of angle iron. Secured to the outer fee of the upper end of each of these sections is a short angle plate 4, and secured to the inner face of the u per end of both of the members of the ang e iron 3 is a short plate 5. As illustrated in the drawings the plates 4 and 5 are secured to the upper end of the sections 3 by means of through rivets which pass through the bars 3, and plates 4 and 5. Secured to the outer face of the sections 3 is an ofi'set angle plate 6, the oifset forming a socket 7, which is designed to receive the downwardly projecting end of a hook 8, secured to a tie bar 9. The other end of this tie bar 9 is also provided with a similar hook 8, which engages a socket 7 in the oilset plate 6 which is secured to the outer face of one of the sections of the adjacent upright. These tie bars may be of any suitable length to meet the requirements for which the scattold is erected, and can be readily cut to the desired lengths.
When it is desired to erect the scafl'old, the first sections 3 of each of the columns are placed on'a suitable support, and are tied together by means of the tie bars 9. The ends of the second sections 3 of the columns are inserted into the sockets on the ends of the first sections which are formed by the plates 4 and 5. These sections are then tied to gether .by means of similar tie bars 9; the
above this second section in a similar manner. The succeeding sections are built one upon the other until the scaffold has been erected to the desired height. In this construction no bolts or screws are necessary, so
strongly built.
After the work has been completed for which this scaffold has been erected, the scaffold may readily be dismantled, by beginning at the top, and lowering section after section to the ground.
Heretofore scafiolds of this character have been built of lumber, which was usually split and broken when the scaffold was taken down, thereby causing a great loss in lumber, and consequently a financial loss to the builder.
It will be readily understood by those skilled in the art that various changes may be made in'the design of the ofiset plates or in the construction of the socket at the end of the sections. It will also be understood third section of the scafiold is then placedthat the structure can be very quickly yet that these sections which form the uprights might also be made of a different cross section than that illustrated in the drawings.
The advantages of my invention result I from the provision of a scaffold which can be cheaply and easily constructed from rolled shapes, and which can readily be taken down and the material again used.
I claim:
1. A knockdown scaffold comprising uprights formed of :1V plurality of angular sections, each section having an socket at the end thereof'formed of an angle plate secured to one face of the angular section and two plates secured to the other face of the section to receive the end of an adjacent section,.sockets formed on the outer face of each of the sections, and removable members engaging the sockets on the sections of two uprights to tie them together; substantially as described.
A knockdown scaffold com' rising up rights formed of a pl lrality of angle sections, each section hading a socket at one end to receive the end of an adjacent section, an offset angle plate secured to the outer face of each angle section, and a tie bar having projections adapted to engage the ofl'set in the angle plate of sections in adjacent uprights; substantially as described.
In testimony whereof, I have hereunto set my hand.
ALEXANDER GILLILAND. lVitnesses GEO. B. BLEMING, R. A. BALDERSON.
US51452009A 1909-08-25 1909-08-25 Knockdown scaffold. Expired - Lifetime US964233A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
US51452009A US964233A (en) 1909-08-25 1909-08-25 Knockdown scaffold.

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
US51452009A US964233A (en) 1909-08-25 1909-08-25 Knockdown scaffold.

Publications (1)

Publication Number Publication Date
US964233A true US964233A (en) 1910-07-12

Family

ID=3032630

Family Applications (1)

Application Number Title Priority Date Filing Date
US51452009A Expired - Lifetime US964233A (en) 1909-08-25 1909-08-25 Knockdown scaffold.

Country Status (1)

Country Link
US (1) US964233A (en)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2555782A (en) * 1947-04-29 1951-06-05 Raymond G Brownstein Scaffold structure
US2582625A (en) * 1947-01-17 1952-01-15 Roscoe H Dunn Scaffold end frame
US2833421A (en) * 1954-04-23 1958-05-06 Paltier Corp Stacking rack
EP0117643A2 (en) * 1983-01-29 1984-09-05 Ponable Limited Dismountable framework
US4602470A (en) * 1984-01-27 1986-07-29 Ponable Limited Dismountable framework
US4895548A (en) * 1988-12-05 1990-01-23 Tonka Corporation, Kenner Division Collapsible construction set
US5412913A (en) * 1993-05-28 1995-05-09 Fluor Corporation Self-aligning beam joint suited for use in modular construction

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2582625A (en) * 1947-01-17 1952-01-15 Roscoe H Dunn Scaffold end frame
US2555782A (en) * 1947-04-29 1951-06-05 Raymond G Brownstein Scaffold structure
US2833421A (en) * 1954-04-23 1958-05-06 Paltier Corp Stacking rack
EP0117643A2 (en) * 1983-01-29 1984-09-05 Ponable Limited Dismountable framework
EP0117643A3 (en) * 1983-01-29 1985-09-11 Ponable Limited Dismountable framework
US4602470A (en) * 1984-01-27 1986-07-29 Ponable Limited Dismountable framework
US4895548A (en) * 1988-12-05 1990-01-23 Tonka Corporation, Kenner Division Collapsible construction set
US5412913A (en) * 1993-05-28 1995-05-09 Fluor Corporation Self-aligning beam joint suited for use in modular construction

Similar Documents

Publication Publication Date Title
US964233A (en) Knockdown scaffold.
US1969656A (en) Knockdown scaffolding
EP2019882B1 (en) Stackable concrete forming apparatus components
US2303428A (en) Metal scaffolding
US2160773A (en) Building construction
US3323271A (en) Framework systems
US1598131A (en) Method of and apparatus for constructing concrete walls
US1060914A (en) Scaffold.
US2746283A (en) Reinforced concrete bin structure
US4514940A (en) Shoring system
US2138693A (en) Contractible removable inner metal cell form
US940463A (en) Mold.
US566364A (en) Derrick-frame
US1859894A (en) Knockdown structural elevator tower
US3793702A (en) Method of dismantling framework structures
US1120569A (en) Mold for making concrete structures.
US1075454A (en) Means for constructing concrete walls.
US2778693A (en) Sectional scaffolding construction
US1747036A (en) Structural form for concrete work
US1582402A (en) Scaffold construction
US1101484A (en) Apparatus for molding concrete walls in situ.
US1617746A (en) Concrete form
US1974427A (en) Wall
US1143019A (en) Derrick.
US1563306A (en) Knockdown scaffold