US1880767A - Scaffold - Google Patents

Scaffold Download PDF

Info

Publication number
US1880767A
US1880767A US487577A US48757730A US1880767A US 1880767 A US1880767 A US 1880767A US 487577 A US487577 A US 487577A US 48757730 A US48757730 A US 48757730A US 1880767 A US1880767 A US 1880767A
Authority
US
United States
Prior art keywords
scaffold
flanges
couplings
braces
ribs
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
US487577A
Inventor
Alexander T Burt
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.)
ALFRED H JEPSON
Original Assignee
ALFRED H JEPSON
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 ALFRED H JEPSON filed Critical ALFRED H JEPSON
Priority to US487577A priority Critical patent/US1880767A/en
Application granted granted Critical
Publication of US1880767A publication Critical patent/US1880767A/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
    • E04G7/00Connections between parts of the scaffold
    • E04G7/02Connections between parts of the scaffold with separate coupling elements
    • E04G7/26Connections between parts of the scaffold with separate coupling elements for use with specially-shaped scaffold members
    • 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
    • E04G7/00Connections between parts of the scaffold
    • E04G7/02Connections between parts of the scaffold with separate coupling elements
    • E04G7/06Stiff scaffolding clamps for connecting scaffold members of common shape
    • E04G7/24Couplings involving arrangements covered by more than one of the subgroups E04G7/08, E04G7/12, E04G7/20, E04G7/22
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16BDEVICES FOR FASTENING OR SECURING CONSTRUCTIONAL ELEMENTS OR MACHINE PARTS TOGETHER, e.g. NAILS, BOLTS, CIRCLIPS, CLAMPS, CLIPS OR WEDGES; JOINTS OR JOINTING
    • F16B2/00Friction-grip releasable fastenings
    • F16B2/02Clamps, i.e. with gripping action effected by positive means other than the inherent resistance to deformation of the material of the fastening
    • F16B2/06Clamps, i.e. with gripping action effected by positive means other than the inherent resistance to deformation of the material of the fastening external, i.e. with contracting action
    • F16B2/065Clamps, i.e. with gripping action effected by positive means other than the inherent resistance to deformation of the material of the fastening external, i.e. with contracting action using screw-thread elements
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16BDEVICES FOR FASTENING OR SECURING CONSTRUCTIONAL ELEMENTS OR MACHINE PARTS TOGETHER, e.g. NAILS, BOLTS, CIRCLIPS, CLAMPS, CLIPS OR WEDGES; JOINTS OR JOINTING
    • F16B7/00Connections of rods or tubes, e.g. of non-circular section, mutually, including resilient connections
    • F16B7/04Clamping or clipping connections
    • F16B7/044Clamping or clipping connections for rods or tubes being in angled relationship
    • F16B7/048Clamping or clipping connections for rods or tubes being in angled relationship for rods or for tubes without using the innerside thereof
    • F16B7/0493Clamping or clipping connections for rods or tubes being in angled relationship for rods or for tubes without using the innerside thereof forming a crossed-over connection

Definitions

  • F'g. 2 1s a view of one of the couplings partly in side elevation and partly in vertical section
  • Fig. 3 is a section on the line 3-3 of Fig.
  • Figure 1 s a'perspective view of a scaffold ticularly noted at this point that the columns axial relation in as many sections as may be ,will be disposed in pre i bore of the coupling is wider at its upper end. than at its lower end whereby a slight annular lower end inserted in the upper end of the goilipling without disturbing the clamping 0 ts.
  • Each member of the coupling is formed with a rib or a flange 6 on opposite sides which are arranged in mating relation 5 as indicated in Figs. 4 and 5, the oppose faces of these ribs or flanges being disposed on diameters of thebores of the coupling whereby they may fitclosely together.
  • Clampin bolts 7 are insertedthrough these so ereby the members of the coupling may-be firmly secured together about the columns to attain a rigid structure.
  • the inner .faces of the flanges may be formed with recesses 8 at convenient points whereby excessive weight will be avoided without any loss of strength.
  • Each rib or flange is provided in its inner face adjacent its upper end with a recess, indicated at 9, and the recesses in the meet1ng flanges will, of course, register whereby a securing. bolt 10 may be fitted in place and held by and between the opposed faces of the flanges, as will be understood 1 upon reference to Fig. 4.
  • the ribs or flanges are further provided between their upper and 7 lower ends with recesses or seats 11 adapted to receive braces 12 or tubular members 13 upon which platforms may rest, it being parerably rectangular resuch as 13, may be sup,-
  • the rails or braces 13 are held in the recesses or seats 11 by clamping plates 14 given an arcuate formation between their ends whereby they will complete the socket partly formed by the respective seats 11, and-at their ends the clamping plates are provided with openings'through which securing bolts 10 may a project, nuts 15 being mounted. on the outer ends of the bolts and turned home'against the "clamping plates, as will be understood.
  • the mating members of the coupling are also provided at their upper ends on their opposite sides with ribs or flanges 17 which are disposed at right angles to the ribs or flanges (S and are similar thereto, having semi-circular seats 18 in their outer sides between their ends and being provided at their lower ends with integral downturned hooks 19, as shown.
  • the ribs or flanges 17 are provided on their inner sides with countersunk openings 20 receiving the heads of bolts 21 which project outwardly from the flanges and are adapted to be engaged by the upper ends of clamping plates 22, corresponding in all respects to the clamping plates 14, and provided at their lower ends with openings to engage over the hooks 19, as shown.
  • These clamping plates 22 are adapted to secure in place rails or braces according to the particular arrangement in a given case.
  • the couplings may be disposed at various angles andthereby arranged to accommodate diagonally disposed braces, such as 2 which extend between upper and lower cross braces.
  • the couplings, indicated at 24:, which connect these diagonally disposed braces to the cross braces may be so disposed that the ribs and flanges and the coacting clamping plates will be set at the proper angle to hold the braces in the desired relation.
  • I also provide clamping plates, indicated at 25, which have semi-cylindrical portions adapted to fit around a column and have their ends provided with openings to receive se curing bolts whereby guard rails 26 or angle bar braces 2? ma be secured in place.
  • These bars or rails are each provided adjacent their ends in their vertically disposed Webs with open-euded slots or notches 28 adapted to fit over the bolts 29 which have their heads set in counter-sunk recesses 30 formed in the clamping plates and areequipped with nuts 31 turned home against the said webs or flanges whereby to secure the rails in place.
  • a scaffold of any desired size may be quickly and easily erected at a low cost.
  • the scaffold may be thoroughly braced in any direction so that it will firmly support workmen. and tools or material for work.
  • the couplings will be firmly held to the scaffold and will firmly secure and hold the parts thereof in position.
  • a scaiiold comprising vertically alined column sections, tubular couplings consisting of mating members to fit around meeting ends of alincd column sections and forming cylindrical bores of greater diameter at their up per ends than at their lower ends, and fastening means securing the mating elements of the coupling together about the column sections.
  • a scaffold comprising columns consisting of'vertically alined sections, sectional couplings, means for securing the sections of the couplings together about the sections of the column, each member of the coupling being provided on its outer sides with vertically extending ribs having rail-receiving seats therein, clamping plates adapted to fit against said ribs and around a rail seated therein, and means for securing the clamps to the ribs.
  • a scaifold comprising columns consisting of vertically alined sections, couplings connecting the meeting ends of the sections and provided on their outer sides with vertically extending ribs having rail-receiving seats therein, hooks fixed to the lower ends of said ribs, fastening bolts seated in the inner sides of the ribs at the upper ends thereof, and clamping plates engaged at their lower ends with the hooks and held at their upper ends by said bolts.
  • a scafiold comprising columns and braces arranged in intersecting planes, couplings consisting 'of mating members secured around a column, each member being provided on its outer side with a seat receiving a brace, a clamping plate extending over the brace and interlockingly engaged with the coupling member at one side of the seat, and a detachable fastening securing the opposite end of the clamping plate to the coupling member at the opposite side of the seat.

Description

Oct. 4, 1932. A. T. BURT S CAFFOLD Filed Oct. 9, 1930 2 Sheets-Sheet 1 Ill.
i ig
A. T. BURT 1,880,767
SCAFFOLD Filed Oct.- 9. 1950 2 Sheets-Sheet 2 Patented a 4, 1932* UNITED, STATES PATENT OFFICE manner. 1*. near, or Los mourns, camsomvm, AssIeNon 'ro ALFRED H. JEPSON, .i v y I, on stars FALLS, NEWYOBK scmonn "ap lication filed October a, lead. Serial No. 4s7,577.-
.This inventionhas' for its object .the provision of 'ascaffold which may be extended to any desired height and may be erected for either inside or outside work and which will i attain a maximum margin of safety with minimum cost. The invention is illustrated in the accompanying drawings and will be hereinafter first fully described and then more particularly defined in the'appended claims. r
In the accompanying drawings:
' embodying the invention.
. F'g. 2 1s a view of one of the couplings partly in side elevation and partly in vertical section,
Fig. 3 is a section on the line 3-3 of Fig.
mation and are adapted to fit over and be supported by floor plates 2 of-well known form.
The columns willbe provided in standard;
lengths and will be arranged in superimposed 3o needed for a scaffold of any stated height. To connect the sections of the columns, I provide couplings shown as an entirety at 3 and adapted to connect the sections of the columns and t also firmly support the braces and platform supporting elements. These couplings consist of counterpart ormating members, as shown most-clearly in Figs. 4 and 5, each having a central semi-cylindrical ortion 4 whichpor-- tions are brought together so as to form a housing which encircles the standardswhereby to securethem in the proper relation. Upon referring to Figs. 2, 3 and 4 particularly, it will be noted that the diameter of the 50. in place and an upper section then have its flanges w Figure 1 s a'perspective view of a scaffold ticularly noted at this point that the columns axial relation in as many sections as may be ,will be disposed in pre i bore of the coupling is wider at its upper end. than at its lower end whereby a slight annular lower end inserted in the upper end of the goilipling without disturbing the clamping 0 ts.
Each member of the coupling is formed with a rib or a flange 6 on opposite sides which are arranged in mating relation 5 as indicated in Figs. 4 and 5, the oppose faces of these ribs or flanges being disposed on diameters of thebores of the coupling whereby they may fitclosely together. Clampin bolts 7 are insertedthrough these so ereby the members of the coupling may-be firmly secured together about the columns to attain a rigid structure. The inner .faces of the flanges may be formed with recesses 8 at convenient points whereby excessive weight will be avoided without any loss of strength. Each rib or flange is provided in its inner face adjacent its upper end with a recess, indicated at 9, and the recesses in the meet1ng flanges will, of course, register whereby a securing. bolt 10 may be fitted in place and held by and between the opposed faces of the flanges, as will be understood 1 upon reference to Fig. 4. The ribs or flanges are further provided between their upper and 7 lower ends with recesses or seats 11 adapted to receive braces 12 or tubular members 13 upon which platforms may rest, it being parerably rectangular resuch as 13, may be sup,-
8O lation so that ra1ls,
ported at the inner and outer sides of the scaffold in the same horizontal plane to support a platform upon which workmen may stand. The rails or braces 13 are held in the recesses or seats 11 by clamping plates 14 given an arcuate formation between their ends whereby they will complete the socket partly formed by the respective seats 11, and-at their ends the clamping plates are provided with openings'through which securing bolts 10 may a project, nuts 15 being mounted. on the outer ends of the bolts and turned home'against the "clamping plates, as will be understood. The
openings at the lower ends of the clamping 95, plates are engaged over hooks 16 each of whichis formed mtegral with one member of the coupling and seats in a corresponding recess formed in the other 'member of the coupling, as clearly shown in Fig. 5. After the rail or brace has been fitted to the seat 11, the clamping plate is engaged at its lower end with the respective hook 16 and then swung upwardly against the rail and over the same to bear at its upper end against the coupling above the seat 11 and fit over the bolt 10. The nut 15 is then turned home and the rail or brace will be secured in position.
The mating members of the coupling are also provided at their upper ends on their opposite sides with ribs or flanges 17 which are disposed at right angles to the ribs or flanges (S and are similar thereto, having semi-circular seats 18 in their outer sides between their ends and being provided at their lower ends with integral downturned hooks 19, as shown. At their upper ends the ribs or flanges 17 are provided on their inner sides with countersunk openings 20 receiving the heads of bolts 21 which project outwardly from the flanges and are adapted to be engaged by the upper ends of clamping plates 22, corresponding in all respects to the clamping plates 14, and provided at their lower ends with openings to engage over the hooks 19, as shown. These clamping plates 22 are adapted to secure in place rails or braces according to the particular arrangement in a given case.
Inasmuch as the couplings are of approximately cylindrical formation and the rails and braces of the scaffold are tubular or circular in cross section, the couplings may be disposed at various angles andthereby arranged to accommodate diagonally disposed braces, such as 2 which extend between upper and lower cross braces. The couplings, indicated at 24:, which connect these diagonally disposed braces to the cross braces may be so disposed that the ribs and flanges and the coacting clamping plates will be set at the proper angle to hold the braces in the desired relation.
I also provide clamping plates, indicated at 25, which have semi-cylindrical portions adapted to fit around a column and have their ends provided with openings to receive se curing bolts whereby guard rails 26 or angle bar braces 2? ma be secured in place. These bars or rails are each provided adjacent their ends in their vertically disposed Webs with open-euded slots or notches 28 adapted to fit over the bolts 29 which have their heads set in counter-sunk recesses 30 formed in the clamping plates and areequipped with nuts 31 turned home against the said webs or flanges whereby to secure the rails in place.
From the foregoing description, taken in connection with the accompanying drawings, it will be seen that I have provided an exceedingly simple structure whereby a scaffold of any desired size may be quickly and easily erected at a low cost. The scaffold may be thoroughly braced in any direction so that it will firmly support workmen. and tools or material for work. The couplings will be firmly held to the scaffold and will firmly secure and hold the parts thereof in position.
Having thus described the invention, I claim: V
1. A scaiiold comprising vertically alined column sections, tubular couplings consisting of mating members to fit around meeting ends of alincd column sections and forming cylindrical bores of greater diameter at their up per ends than at their lower ends, and fastening means securing the mating elements of the coupling together about the column sections.
2. A scaffold comprising columns consisting of'vertically alined sections, sectional couplings, means for securing the sections of the couplings together about the sections of the column, each member of the coupling being provided on its outer sides with vertically extending ribs having rail-receiving seats therein, clamping plates adapted to fit against said ribs and around a rail seated therein, and means for securing the clamps to the ribs.
3. A scaifold comprising columns consisting of vertically alined sections, couplings connecting the meeting ends of the sections and provided on their outer sides with vertically extending ribs having rail-receiving seats therein, hooks fixed to the lower ends of said ribs, fastening bolts seated in the inner sides of the ribs at the upper ends thereof, and clamping plates engaged at their lower ends with the hooks and held at their upper ends by said bolts.
4. A scafiold comprising columns and braces arranged in intersecting planes, couplings consisting 'of mating members secured around a column, each member being provided on its outer side with a seat receiving a brace, a clamping plate extending over the brace and interlockingly engaged with the coupling member at one side of the seat, and a detachable fastening securing the opposite end of the clamping plate to the coupling member at the opposite side of the seat.
In testimony whereof I afiix my signature.
ALEXANDER T. BURT. 1. 8.
US487577A 1930-10-09 1930-10-09 Scaffold Expired - Lifetime US1880767A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
US487577A US1880767A (en) 1930-10-09 1930-10-09 Scaffold

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
US487577A US1880767A (en) 1930-10-09 1930-10-09 Scaffold

Publications (1)

Publication Number Publication Date
US1880767A true US1880767A (en) 1932-10-04

Family

ID=23936302

Family Applications (1)

Application Number Title Priority Date Filing Date
US487577A Expired - Lifetime US1880767A (en) 1930-10-09 1930-10-09 Scaffold

Country Status (1)

Country Link
US (1) US1880767A (en)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2461762A (en) * 1946-02-14 1949-02-15 John R O'donnell Scaffold and scaffold construction element
US2472423A (en) * 1945-10-02 1949-06-07 Kwikform Ltd Scaffolding
US2575461A (en) * 1946-09-18 1951-11-20 Universal Fittings & Scaffoldi Adjustable scaffold base
US2665950A (en) * 1947-09-15 1954-01-12 Wallace J S Johnson Portable scaffold unit
US3741595A (en) * 1972-02-25 1973-06-26 Blumcraft Pittsburgh Apparatus for assembling posts and rails
US3811176A (en) * 1972-02-25 1974-05-21 Blumcraft Pittsburgh Method for assembling posts and rails
US20050121258A1 (en) * 2003-12-05 2005-06-09 Shepherd Daniel L. Scaffold and access brace for same

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2472423A (en) * 1945-10-02 1949-06-07 Kwikform Ltd Scaffolding
US2461762A (en) * 1946-02-14 1949-02-15 John R O'donnell Scaffold and scaffold construction element
US2575461A (en) * 1946-09-18 1951-11-20 Universal Fittings & Scaffoldi Adjustable scaffold base
US2665950A (en) * 1947-09-15 1954-01-12 Wallace J S Johnson Portable scaffold unit
US3741595A (en) * 1972-02-25 1973-06-26 Blumcraft Pittsburgh Apparatus for assembling posts and rails
US3811176A (en) * 1972-02-25 1974-05-21 Blumcraft Pittsburgh Method for assembling posts and rails
US20050121258A1 (en) * 2003-12-05 2005-06-09 Shepherd Daniel L. Scaffold and access brace for same

Similar Documents

Publication Publication Date Title
US3179212A (en) Builders' scaffolding
US4445307A (en) Scaffold joint for a scaffold structure
US2414538A (en) Safety scaffold
US2593122A (en) Scaffold
CA1073947A (en) Supporting collar for use with builders scaffolding
US1880767A (en) Scaffold
IE64215B1 (en) Formwork system
US3175642A (en) Knockdown scaffold
US2379446A (en) Scaffolding
US1808082A (en) Scaffold
US1730618A (en) Adjustable shore
US2316560A (en) Structural element
US2201608A (en) Scaffolding
US1060914A (en) Scaffold.
US2237572A (en) Knockdown scaffold structure
US2113196A (en) Scaffolding structure
US1351053A (en) Sectional scaffold
US4179090A (en) Scaffolding
US1442582A (en) Scaffolding
US2126844A (en) Putlog
US1279299A (en) Scaffold.
US2739847A (en) Scaffold
US566364A (en) Derrick-frame
US2421464A (en) Scaffold caster
US2153884A (en) Scaffold