US3037588A - Scaffolding - Google Patents

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US3037588A
US3037588A US814907A US81490759A US3037588A US 3037588 A US3037588 A US 3037588A US 814907 A US814907 A US 814907A US 81490759 A US81490759 A US 81490759A US 3037588 A US3037588 A US 3037588A
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scaffolding
rails
units
pin
pins
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US814907A
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George W Causey
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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
    • 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
    • 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
    • F16B2200/00Constructional details of connections not covered for in other groups of this subclass
    • F16B2200/10Details of socket shapes
    • 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
    • Y10TTECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
    • Y10T403/00Joints and connections
    • Y10T403/34Branched
    • Y10T403/341Three or more radiating members
    • Y10T403/345Coplanar
    • 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
    • Y10TTECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
    • Y10T403/00Joints and connections
    • Y10T403/34Branched
    • Y10T403/347Polyhedral
    • 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
    • Y10TTECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
    • Y10T403/00Joints and connections
    • Y10T403/38Laterally related rods independently joined to transverse surface
    • 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
    • Y10TTECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
    • Y10T403/00Joints and connections
    • Y10T403/44Three or more members connected at single locus

Definitions

  • This invention relates generally to scaffolding and more particularly to the construction of the joints connecting the adjacent scaffolding units to one another.
  • the principal object of this invention is the provision of box members on the ends of longitudinal and traverse rails making up the sides and ends of the uniplanar scaffolding unit.
  • Another object is the provision of interlocking pin members connected as an independent construction joint for insertion in adjacent sockets to interlock parallel columns constructed of scaffolding units. These interlocking joints are provided between the adjacent ends of each scaffolding unit forming a column and are preferably assembled simultaneously with the adjacent columns.
  • Another object is the provision of interlocking joints between scaffolding units forming adjacent columns which units have their longitudinal dimension greater than their transverse dimension but may be intercoupled by means of the interlocking joints so as toprovide varied selective heights by the use of the same scaffolding units.
  • Another object is the provision of an interlocking joint member for interconnecting at each scaffolding unit level from two to four different columns at the same joint.
  • Another object is the provision of a joint member in the form of an X for interlocking two horizontal and'two vertical rails lying in the same plane.
  • Another object is the provision of a box end for the rail member of a scaffolding unit for connecting the ends of two rails of a scaffolding unit which meet at right angles at the end of the unit.
  • FIG. 1 is a side elevation of four scaifolding units two in each column and mounted in a single plane.
  • FIG. 2 is a side elevation of two superimposed scaffolding units the lower one being placed on :a longitudinal edge and the upper one being disposed with its greatest dimension vertically and interconnected with the lower unit.
  • FIG. 3 is a view in end elevaiton of two parallel scaffolding units superimposed on each other such as illustrated in FIG. 2 with an indication of the cross bracing therebetween.
  • FIG. 4 is an enlarged detailed section showing the four corners of four scaffolding units being interconnected with each other by means of the joint member comprising this invention.
  • FIG. 5 is an enlarged detailed section showing the six corners of six scaffolding units being interconnected with each other by means of the joint member comprising this invention.
  • FIG. 6 is an enlarged detailed section showing the eight corners of eight scaifolding units being interconnected with each other by means of the joint member comprising this invention.
  • FIG. 7 is an isometrical schematic view illustrating a cubit formed by scaffolding units interconnected with each other by the independent joint members comprising this invention.
  • FIG. 8 is an enlarged view of a corner box on a scaffolding unit.
  • FIG. 9 illustrates an independent pin joint member interconnecting subjacent scaffolding units.
  • FIG. 10 is a view illustrating a modified form of an independent pin joint member interconnecting three scaffolding units that converge at a single point.
  • FIG. 11 is a view of a modified independent pin joint member connecting four converging scaffolding units.
  • the structural scaffolding unit indicated at 1 is similar in shape and dimension to that disclosed in United States Patent 2,478,088 issued to me on August 2, 1949.
  • This scaffold unit 1 consists of a structural member made of pipe or tubing and consists of a central square made up of the side rails 2 and the transverse cross rails 3.
  • the ends of the pipe forming the side rails 2 are cut so as to fit the surface of the cross rails 3 and are welded thereto thereby providing a portion of the unit that is substantially square and the ends of the cross rails 3 are open as indicated at 4 to provide sockets at opposite ends of the frame.
  • the side rails and cross rails are also braced by the knee brackets 5 at each corner whichare likewise shaped to fit the exterior surface of the side and cross rails and are welded thereto.
  • the side rails 2 are extended by the short sections 6 which are fitted to and welded to their respective cross rails 3 and their outer ends are joined with the end rail 7.
  • a central strut member 8 is provided between the cross rail 3 and the corresponding end rail 7 in the center thereof.
  • the structure so far is substantially the same as my previous structure. However, the ends of the side rail extensions 6 are open to provide the only sockets at the end of the scaffold unit.
  • the present structure provides a box member 10 at the juncture of the extension side rails 6 and the ends of the end rails 7.
  • This box structure is clearly shown in FIG. 8 and is slightly larger in its cubicle dimension than the diameter of the rail members 6 and 7 that are joined together by the box member 10.
  • the box member 10 is provided with two aligned openings in a single plane, two of which are constructed to receive the open ends of the pipes forming the rails 6 and 7 and the other two indicated at 11 and 12 being in alignment with the respective pipe sections 6 and 7.
  • the box structure It increases the number of sockets on each scaffolding unit over that previously provided in that the openings or sockets 12 align with the end rails 7 and provide an additional mode of attaching subjacent scaffolding units together.
  • Each scaffolding unit is provided with the pins 13, one behind each knee brace 5 making tour in the central portions of the scaffolding unit and two on the end rail 7 making a total of eight pins for each scaffolding unit.
  • These pins are similar to those provided on my aforementioned patented scaffolding unit and are preferably threaded or provided with some means of retaining cross braces for connecting the adjacent columns of scaffolding units together by cross braces which are generally formed from tubing members having their ends flattened and holes drilled through the flattened portions to permit one or more brace members to be attached to the same pin.
  • Each of the cross rails 3 and the extension side rails 6 are provided with the central bracket 14 having a hole therethrough for the purpose of bolting thereto additional brace members.
  • the holes passing through the brackets 14 are disposed in the plane common to each of the rails forming the scaffolding unit, however, the axes of the pins 13 also lie in the same plane but they are disposed at right angles relative to the axes of the holes passing through the brackets 14.
  • each of the subjacent scaffolding units 1 as shown in FIG. 1 are connected vertically by the pin members 15 which extend into the sockets on the ends of the cross rails 3 as shown in FIG. 9 which pin member is bisected by a plate member 16.
  • each of the cross rails 3 of the subjacent scaffolding units 1 are interconnected by pin members 15, whereas the selected of the end rails 7 are connected'by the pin members 17 which are bisected by the plate member 18 as shown in FIG. 4.
  • each of the vertical columns formed in the scaffolding as illustrated in FIG. 1 is connected by a pin.
  • the vertical columns formed by the rails 7 are joined by the pins 17, whereas the vertical columns formed by the cross rails 3 are joined by the pins 15 and intermediate the length of these pins a plate is provided in each instance for carrying its corresponding or associated pin for the purpose of interlocking adjacent columns together at each joint.
  • the contralmost joint between the frames 1 as shown in FIG. 1 would employ the pins illustrated at 20, each of which are connected by the horizontal square plate 21 as illustrated in FIG. 6 for the purpose of coupling four of the end rails 7 at one horizontal joint. Such a central joint would be illustrated at 21 in FIG. 7. If three vertical columns of rails meet at one horizontal position, the structure shown in FIG. is employed wherein the pins 22 connect the three adjacent corner members through the plate 23.
  • Each of the pins as illustrated at 15, 17, 20 and 22 may be provided with openings and corresponding openings may be provided through the rails themselves or even in the boxes for the purpose of locking the pin to the scaffolding frame.
  • the weight of the column itself would be adequate to secure each joint together. It is preferable to make the pins sufficiently long so that when the frame is dropped down over the same it will be very difficult, if not impossible, for it to unlock or otherwise become disengaged from its subjacent member.
  • each of the lowermost columns formed by the rails 3 and 7 are provided with feet 24 which are preferably adjustable vertically so as to compensate for differences in elevation on the ground on which the scaffolding is positioned.
  • the cross rails 3 function as column members in supporting the ends of the side rails 6 and a single pin member is employed.
  • Such a structure is cross braced by connecting the brace members 25 to the pin members 13.
  • the brace members 25 connecting the lower frames being attached to the pins 13 on the end rails 7, whereas the upper set of brace members 25 are connected to the pin members 13 on the side rails 2.
  • the cross pin member such as illustrated in FIG. 11 may be employed.
  • the cross member is provided with a box 26 which has cross pins 27 and 28 extending therefrom.
  • Each of these cross members pass through the box 10 of the end of the rail 6 for adjacent scaffolding units.
  • the pin 30 which passes through the rail members 6 and the ends of the pins 27 and 28.
  • the structure as shown in FIG. 10 is employed wherein the box member 31 is provided with the pin member 32 that extends therethrough and is provided with an additional pin member 33 extending at right angles therefrom.
  • each adjacent column member may be interlocked either by the vertical pins formed integral with horizontal plates or by horizontal pins formed integral with box members.
  • a scaffold unit constructed of a plurality of assembled integral polygon units each of which consists of spaced parallel side rails, a hollow box having fiat faces with the first face integrally joined on the ends of each side rail, a pair of parallel tubular end rails with their ends integrally joining the second face of each respective pair of boxes at right angles to said first face to complete the integral uniplanar four-sided polygon, the faces on said boxes opposite said first and second faces having openings aligning and coextensive with the openings in said tubular rails intergral with the boxes, pin means for connecting adjacent similar integral polygon units including a plate with at least two integral parallel pins extending vertically through and on both sides of the plate and into the adjacent aligned openings of the boxes of two sets of subadjacent integral polygon units and into their respective rails, said plate being flat to provide bearing means engaging the flat faces of said boxes of said integral polygon units and limit the extent of the pin insertion into said rails.
  • the scaffold unit of claim 1 characterized in that said pin means has three pins joining the boxes of three sets of subadjacent integral polygon units.
  • the scaffold unit of claim 1 characterized in that said pin means has four pin means joining the boxes of four sets of subadjacent integral polygon units.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mutual Connection Of Rods And Tubes (AREA)

Description

G. W. CAUSEY June 5, 1962 SCAFFOLDING 4 Sheets-Sheet 2 Filed ma 21, 1959 IN VENTOR. $5026.51! @4055 Y B June 5, 1962 G. W..CAUSEY v 3,037,538
SCAFFOLDING Filed May 21, 1959 I 4 Sheets-Sheet 3 k mvwiron.
650365144 C usETY H/s ArroRuE Y June 5, 1962 e. w. CAUSEY 3,037,533
- SCAF'FOLDING Filed May 21, 1959 4 Sheets-Sheet 4 INV 6502 5 N A056 Y H15 Armani Y United States Patent 3,037,588 SCAFFOLDING George W. Causey, 201 Rebecca Ave, Wilkinsburg, Pa. Filed May 21, 1959, Ser. No. 814,907 3 Claims. (Cl. 189-15.5)
This invention relates generally to scaffolding and more particularly to the construction of the joints connecting the adjacent scaffolding units to one another.
The principal object of this invention is the provision of box members on the ends of longitudinal and traverse rails making up the sides and ends of the uniplanar scaffolding unit.
Another object is the provision of interlocking pin members connected as an independent construction joint for insertion in adjacent sockets to interlock parallel columns constructed of scaffolding units. These interlocking joints are provided between the adjacent ends of each scaffolding unit forming a column and are preferably assembled simultaneously with the adjacent columns.
Another object is the provision of interlocking joints between scaffolding units forming adjacent columns which units have their longitudinal dimension greater than their transverse dimension but may be intercoupled by means of the interlocking joints so as toprovide varied selective heights by the use of the same scaffolding units.
Another object is the provision of an interlocking joint member for interconnecting at each scaffolding unit level from two to four different columns at the same joint.
Another object is the provision of a joint member in the form of an X for interlocking two horizontal and'two vertical rails lying in the same plane.
Another object is the provision of a box end for the rail member of a scaffolding unit for connecting the ends of two rails of a scaffolding unit which meet at right angles at the end of the unit.
Other objects and advantages appear hereinafter in the following description and claims.
The accompanying drawings show for the purpose of exemplification without limiting this invention or the claims thereto certain practical embodiments illustrating the principles of this invention wherein:
FIG. 1 is a side elevation of four scaifolding units two in each column and mounted in a single plane.
FIG. 2 is a side elevation of two superimposed scaffolding units the lower one being placed on :a longitudinal edge and the upper one being disposed with its greatest dimension vertically and interconnected with the lower unit.
FIG. 3 is a view in end elevaiton of two parallel scaffolding units superimposed on each other such as illustrated in FIG. 2 with an indication of the cross bracing therebetween.
FIG. 4 is an enlarged detailed section showing the four corners of four scaffolding units being interconnected with each other by means of the joint member comprising this invention.
FIG. 5 is an enlarged detailed section showing the six corners of six scaffolding units being interconnected with each other by means of the joint member comprising this invention.
FIG. 6 is an enlarged detailed section showing the eight corners of eight scaifolding units being interconnected with each other by means of the joint member comprising this invention.
FIG. 7 is an isometrical schematic view illustrating a cubit formed by scaffolding units interconnected with each other by the independent joint members comprising this invention.
FIG. 8 is an enlarged view of a corner box on a scaffolding unit.
FIG. 9 illustrates an independent pin joint member interconnecting subjacent scaffolding units.
FIG. 10 is a view illustrating a modified form of an independent pin joint member interconnecting three scaffolding units that converge at a single point.
FIG. 11 is a view of a modified independent pin joint member connecting four converging scaffolding units.
Referring to FIGS. 1 to 3 the structural scaffolding unit indicated at 1 is similar in shape and dimension to that disclosed in United States Patent 2,478,088 issued to me on August 2, 1949. This scaffold unit 1 consists of a structural member made of pipe or tubing and consists of a central square made up of the side rails 2 and the transverse cross rails 3. The ends of the pipe forming the side rails 2 are cut so as to fit the surface of the cross rails 3 and are welded thereto thereby providing a portion of the unit that is substantially square and the ends of the cross rails 3 are open as indicated at 4 to provide sockets at opposite ends of the frame. The side rails and cross rails are also braced by the knee brackets 5 at each corner whichare likewise shaped to fit the exterior surface of the side and cross rails and are welded thereto.
The side rails 2 are extended by the short sections 6 which are fitted to and welded to their respective cross rails 3 and their outer ends are joined with the end rail 7. A central strut member 8 is provided between the cross rail 3 and the corresponding end rail 7 in the center thereof. The structure so far is substantially the same as my previous structure. However, the ends of the side rail extensions 6 are open to provide the only sockets at the end of the scaffold unit.
The present structure provides a box member 10 at the juncture of the extension side rails 6 and the ends of the end rails 7. This box structure is clearly shown in FIG. 8 and is slightly larger in its cubicle dimension than the diameter of the rail members 6 and 7 that are joined together by the box member 10. The box member 10 is provided with two aligned openings in a single plane, two of which are constructed to receive the open ends of the pipes forming the rails 6 and 7 and the other two indicated at 11 and 12 being in alignment with the respective pipe sections 6 and 7. Thus the box structure It increases the number of sockets on each scaffolding unit over that previously provided in that the openings or sockets 12 align with the end rails 7 and provide an additional mode of attaching subjacent scaffolding units together.
Each scaffolding unit is provided with the pins 13, one behind each knee brace 5 making tour in the central portions of the scaffolding unit and two on the end rail 7 making a total of eight pins for each scaffolding unit. These pins are similar to those provided on my aforementioned patented scaffolding unit and are preferably threaded or provided with some means of retaining cross braces for connecting the adjacent columns of scaffolding units together by cross braces which are generally formed from tubing members having their ends flattened and holes drilled through the flattened portions to permit one or more brace members to be attached to the same pin. Each of the cross rails 3 and the extension side rails 6 are provided with the central bracket 14 having a hole therethrough for the purpose of bolting thereto additional brace members. It will be noted that the holes passing through the brackets 14 are disposed in the plane common to each of the rails forming the scaffolding unit, however, the axes of the pins 13 also lie in the same plane but they are disposed at right angles relative to the axes of the holes passing through the brackets 14.
Each of the subjacent scaffolding units 1 as shown in FIG. 1 are connected vertically by the pin members 15 which extend into the sockets on the ends of the cross rails 3 as shown in FIG. 9 which pin member is bisected by a plate member 16. Thus each of the cross rails 3 of the subjacent scaffolding units 1 are interconnected by pin members 15, whereas the selected of the end rails 7 are connected'by the pin members 17 which are bisected by the plate member 18 as shown in FIG. 4. Thus each of the vertical columns formed in the scaffolding as illustrated in FIG. 1 is connected by a pin. The vertical columns formed by the rails 7 are joined by the pins 17, whereas the vertical columns formed by the cross rails 3 are joined by the pins 15 and intermediate the length of these pins a plate is provided in each instance for carrying its corresponding or associated pin for the purpose of interlocking adjacent columns together at each joint. The contralmost joint between the frames 1 as shown in FIG. 1 would employ the pins illustrated at 20, each of which are connected by the horizontal square plate 21 as illustrated in FIG. 6 for the purpose of coupling four of the end rails 7 at one horizontal joint. Such a central joint would be illustrated at 21 in FIG. 7. If three vertical columns of rails meet at one horizontal position, the structure shown in FIG. is employed wherein the pins 22 connect the three adjacent corner members through the plate 23.
Each of the pins as illustrated at 15, 17, 20 and 22 may be provided with openings and corresponding openings may be provided through the rails themselves or even in the boxes for the purpose of locking the pin to the scaffolding frame. However, the weight of the column itself would be adequate to secure each joint together. It is preferable to make the pins sufficiently long so that when the frame is dropped down over the same it will be very difficult, if not impossible, for it to unlock or otherwise become disengaged from its subjacent member.
As shown in FIG. 1 each of the lowermost columns formed by the rails 3 and 7 are provided with feet 24 which are preferably adjustable vertically so as to compensate for differences in elevation on the ground on which the scaffolding is positioned.
If the structure of the scaffolding is similar to that shown in FIGS. 2 and 3 wherein the lower units 1 are lined with their longest dimension horizontal and the next additional unit is mounted thereon with its longest dimension vertical the cross rails 3 function as column members in supporting the ends of the side rails 6 and a single pin member is employed. Such a structure is cross braced by connecting the brace members 25 to the pin members 13. The brace members 25 connecting the lower frames being attached to the pins 13 on the end rails 7, whereas the upper set of brace members 25 are connected to the pin members 13 on the side rails 2.
When it is necessary to connect four adjacent units in the horizontal plane the cross pin member such as illustrated in FIG. 11 may be employed. In this structure the cross member is provided with a box 26 which has cross pins 27 and 28 extending therefrom. Each of these cross members pass through the box 10 of the end of the rail 6 for adjacent scaffolding units. When these scaffolding units are connected in this manner it is preferable that they be locked by the pin 30 which passes through the rail members 6 and the ends of the pins 27 and 28. If the scaffolding units are to be joined at corners Where there are only three adjacent scaffolding units, then the structure as shown in FIG. 10 is employed wherein the box member 31 is provided with the pin member 32 that extends therethrough and is provided with an additional pin member 33 extending at right angles therefrom. Here again the pins 30 are provided to lock the pin members 32 and 33 to their respective rail members 6. In this manner the scaffolding can be built up as a solid unit and each adjacent column member may be interlocked either by the vertical pins formed integral with horizontal plates or by horizontal pins formed integral with box members. These interlocking joints together with the brace structure usually provided will result in a very strong and steady scaffolding.
I claim:
1. A scaffold unit constructed of a plurality of assembled integral polygon units each of which consists of spaced parallel side rails, a hollow box having fiat faces with the first face integrally joined on the ends of each side rail, a pair of parallel tubular end rails with their ends integrally joining the second face of each respective pair of boxes at right angles to said first face to complete the integral uniplanar four-sided polygon, the faces on said boxes opposite said first and second faces having openings aligning and coextensive with the openings in said tubular rails intergral with the boxes, pin means for connecting adjacent similar integral polygon units including a plate with at least two integral parallel pins extending vertically through and on both sides of the plate and into the adjacent aligned openings of the boxes of two sets of subadjacent integral polygon units and into their respective rails, said plate being flat to provide bearing means engaging the flat faces of said boxes of said integral polygon units and limit the extent of the pin insertion into said rails.
2. The scaffold unit of claim 1 characterized in that said pin means has three pins joining the boxes of three sets of subadjacent integral polygon units.
3. The scaffold unit of claim 1 characterized in that said pin means has four pin means joining the boxes of four sets of subadjacent integral polygon units.
References Cited in the file of this patent UNITED STATES PATENTS 742,755 Uffelman Oct. 27, 1903 1,733,333 Coplan Oct. 29, 1929 2,479,962 Paulson Aug. 23, 1949 2,613,114 Hagan Oct. 7, 1952 FOREIGN PATENTS 433,530 Italy Apr. 9, 1948 526,548 Italy May 18, 1955
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Cited By (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3139987A (en) * 1962-02-28 1964-07-07 Rubio Santiago Knockdown structure and component frame therefor
US3380203A (en) * 1964-11-02 1968-04-30 Diversification Dev Inc Modular free-span curvilinear structures
US3402787A (en) * 1965-09-01 1968-09-24 See Jacques Leon Alexandre Self-supporting elements for erecting dismantleable constructions
US3650078A (en) * 1970-09-15 1972-03-21 Economy Forms Corp Shore tower assembly
US3650081A (en) * 1970-09-17 1972-03-21 Economy Forms Corp Shore tower assembly
US3823521A (en) * 1971-05-08 1974-07-16 Heinze R Connecting part for shaped structural bodies made from synthetic material, especially for shaped structural bodies of frame-type make-up
US3924379A (en) * 1974-12-09 1975-12-09 Harsco Corp Telescopic connector for coaxially superposed frame members
US3942297A (en) * 1974-05-01 1976-03-09 Hokuzen Shokai Co., Ltd. Framework for housing automobiles or the like
US3949882A (en) * 1972-06-15 1976-04-13 Hans Liebherr Rotary tower crane
US4516619A (en) * 1982-08-16 1985-05-14 Hon Industries, Inc. Partition system and connectors therefor
US4972924A (en) * 1986-02-20 1990-11-27 Nielsen Neil M Modular scaffolding gantry
US5901810A (en) * 1994-07-08 1999-05-11 Krause-Werk Gmbh & Co. Kg Frame component
US20060096228A1 (en) * 2004-10-07 2006-05-11 Chi-Chuan Chen Corner connection block for assembly container
US20150197949A1 (en) * 2012-08-02 2015-07-16 Form 700 Pty Ltd Formwork support element

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US742755A (en) * 1903-05-25 1903-10-27 Charles Uffelman Scaffold.
US1733333A (en) * 1927-12-13 1929-10-29 Coplan Harry Scaffold
US2479962A (en) * 1946-10-17 1949-08-23 Alf M Paulson Scaffold construction
US2613114A (en) * 1949-10-22 1952-10-07 Robert E Hagan Scaffold connection

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US742755A (en) * 1903-05-25 1903-10-27 Charles Uffelman Scaffold.
US1733333A (en) * 1927-12-13 1929-10-29 Coplan Harry Scaffold
US2479962A (en) * 1946-10-17 1949-08-23 Alf M Paulson Scaffold construction
US2613114A (en) * 1949-10-22 1952-10-07 Robert E Hagan Scaffold connection

Cited By (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3139987A (en) * 1962-02-28 1964-07-07 Rubio Santiago Knockdown structure and component frame therefor
US3380203A (en) * 1964-11-02 1968-04-30 Diversification Dev Inc Modular free-span curvilinear structures
US3402787A (en) * 1965-09-01 1968-09-24 See Jacques Leon Alexandre Self-supporting elements for erecting dismantleable constructions
US3650078A (en) * 1970-09-15 1972-03-21 Economy Forms Corp Shore tower assembly
US3650081A (en) * 1970-09-17 1972-03-21 Economy Forms Corp Shore tower assembly
US3823521A (en) * 1971-05-08 1974-07-16 Heinze R Connecting part for shaped structural bodies made from synthetic material, especially for shaped structural bodies of frame-type make-up
US3949882A (en) * 1972-06-15 1976-04-13 Hans Liebherr Rotary tower crane
US3942297A (en) * 1974-05-01 1976-03-09 Hokuzen Shokai Co., Ltd. Framework for housing automobiles or the like
US3924379A (en) * 1974-12-09 1975-12-09 Harsco Corp Telescopic connector for coaxially superposed frame members
US4516619A (en) * 1982-08-16 1985-05-14 Hon Industries, Inc. Partition system and connectors therefor
US4972924A (en) * 1986-02-20 1990-11-27 Nielsen Neil M Modular scaffolding gantry
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US20060096228A1 (en) * 2004-10-07 2006-05-11 Chi-Chuan Chen Corner connection block for assembly container
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