US3700071A - Method of erecting suspended scaffolding at construction field and scaffolding erected thereby - Google Patents

Method of erecting suspended scaffolding at construction field and scaffolding erected thereby Download PDF

Info

Publication number
US3700071A
US3700071A US181340A US3700071DA US3700071A US 3700071 A US3700071 A US 3700071A US 181340 A US181340 A US 181340A US 3700071D A US3700071D A US 3700071DA US 3700071 A US3700071 A US 3700071A
Authority
US
United States
Prior art keywords
wire ropes
rods
scaffolding
pair
hook means
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
US181340A
Inventor
Reizo Kikuchi
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
Priority claimed from JP5820271U external-priority patent/JPS5111890Y2/ja
Priority claimed from JP5820371U external-priority patent/JPS511152Y2/ja
Application filed by Individual filed Critical Individual
Application granted granted Critical
Publication of US3700071A publication Critical patent/US3700071A/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
    • E04G3/00Scaffolds essentially supported by building constructions, e.g. adjustable in height
    • E04G3/28Mobile scaffolds; Scaffolds with mobile platforms
    • E04G3/30Mobile scaffolds; Scaffolds with mobile platforms suspended by flexible supporting elements, e.g. cables

Definitions

  • a plurality of brackets units spaced apart by an equal distance of the other of, for example 3 meters are fastened by means such as U-bolts to the top beams of the structure of a multistoried building under construction so as to project by a length of the order of 1 meter from the end edge of the top beams, each bracket unit being provided with an anchoring ring adjacent to the inner end thereof and having at least two horizontally spaced pulleys mounted on the projecting end portion thereof.
  • Two wire ropes are anchored at one end thereof to the ring and extend downward while engaging the respective pulleys, and a plurality of vertically equally spaced hook means are adjustably secured to each wire rope in such a manner that a hook means on one of the wire ropes is situated at the same level as that of a corresponding hook means on the other wire rope.
  • Horizontal pipes or rods engage the hook means on the outer and inner groups of the wire ropes respectively, and a plurality of pairs of lateral rods bridge transversely across the horizontal pipes or rods for sup porting footboard on each pair.
  • FIG. 5 is an enlarged perspective view showing another means for fixing the horizontal rod to the wire rope.
  • FIG. 6 is a schematic side elevational view showing the scaffolding suspended from the top of a multistoried building.
  • a scaffolding embodying the present invention includes a plurality of substantially equally spaced bracket units 3 which are arranged in a manner as shown in FIG. 2 and are fastened by means such as U-bolts to the top beams I of the steel structure of a multistoried building under construction so as to suitably project from the end edge of the top beams 1.
  • Each bracket unit 3 carries a plurality of pulleys 2 as shown in FIG. 1.
  • An anchoring ring 4 is fixed to the bracket unit 3 adjacent to the inner end thereof, and two wire ropes 5 are anchored at one end thereof to the anchoring ring 4 and extend downward while engaging the, pulleys 2 in the manner shown in FIG. 1.
  • a plurality of vertically equally spaced hook means 6 or 6 are detachably and adjustably secured to each wire rope 5 in such a manner that a hook means 6 or 6 on one of the wire ropes 5 is situated at the same level as that of a correspondinghook means 6 or 6' on the other wire rope 5.
  • Horizontal pipes or rods 7 are engaged by the hook means 6 or 6 on the outer and inner groups of the wire ropes 5 respectively to run in parallel with each other as shown in FIG. 1, and a plurality of pairs of suitably spaced lateral rods 8 bridge transversely across and engage the horizontal rods 7 to maintain the horizontal rods 7 in parallel position
  • a pair of spaced footboard supporting rods engage each pair of the lateral rods 8 for supporting a footboard 9 thereon as shown in FIG. 1.
  • a plurality of bracing rods 10 are fixed at one end thereof to the steel structure or suitable means at the ground level and engage at the other end thereof with the horizontal rods and with the lower end of the wire ropes 5 so as to stabilize the scaffolding against
  • the hook means 6- comprises a generally U-shaped member 12 which is formed with a plurality of inwardly extending thorn-like projections 11 so as to engage firmly with the wire rope 5.
  • the U- shaped member 12 is provided with a finger 13 which is received in the opening of an annular end portion 14 of a hook 16 for suspending the hook 16 from the supporting member 12.
  • the hook 16 is also formed with a plurality of inwardly extending thorn-like projections 15 at the curved lower end portion thereof so as to engage firmly with the horizontal pipe or rod 7. In this manner, the hook means 6 can be secured detachably and adjustably to the wire rope 5.
  • the hook means 6' comprises a pair of generally arcuate members 19 and 19' for securely holding the horizontal pipe or rod 7 therebetween.
  • the generally arcuate members 19 and 19 are shaped in the form of a small are at portions 20 and 20 of the upper and lower flanges and a plurality of inwardly extending thorn-like projections and formed on the inner surface of these portions 20 and 20' so as to firmly hold the wire rope'5 therebetween.
  • a connecting means such as a ring 17 connects the arcuate members 19 and 19 to each other, and a butterfly nut 18 engaging a bolt is used to firmly fasten the arcuate members 19 and 19' together. In this manner, the horizontal pipe or rod 7 can be secured to the wire rope 5.
  • the hook means 6 and 6' can be simply detached and mounted as required and the vertical spacing therebetween can be easily adjusted, while unnecessary ones can be easily removed. Lamps 21 may be suspended from some of the bracket units 8 when so required.
  • the suspended scaffolding having such a structure is fixed in place by connecting and fixing the horizontal pipes or rods 7 and the lower end of the wire ropes to the bracing rods 10 disposed at a plurality of levels.
  • the suspended scaffolding according to the present invention is advantageous in that it can be safely and quickly erected with a leact requirement for the materials even in a quite limited space as in an area where thehouses stand close together. Further, clue to the fact that the horizontal pipes or rods can be easily disengaged from the hook means on the wire ropes, a part of the horizontal pipes or rods can be removed during construction work so as not to obstruct the construction work.
  • a plurality of such scaffolding may be suspended on all sides of the building thereby increasing the efficiency of the construction work to several hundred times the efficiency of the prior art construction work. Therefore, several hundred workers can simultaneously carry out individual works at their working spots, and the period of time for constructing the building can be remarkably shortened thereby remarkably reducing the costs. Lower costs are required compared with the costs required heretofore for constructing a multisotried building and this merit becomes more marked with the increase in the height of the building.
  • a pulley may be suspended from the braket unit 3 for the purpose of lifting the construction materials, and the electric lamps 21 may be utilized as safety lamps for ensuring the safty of the construction work.
  • the bracket units may be left in the projected position so as to be utilized for suspending a gondola for cleaning and repairing the outer walls of the building, wiping the windows, and any other works.
  • the electric lamps may be used to illuminate the building or as a means for preventing intrusion of burglars.
  • the present invention provides a suspended scaffolding which can be easily, safely and rapidlyerected at any desired level of a multistoried building regardless of the space available at the ground level and with a least requirement for the materials, costs and labor.
  • the suspended scaffolding according to the present invention does not obstruct the construction work since a part thereof can be easily be removed.
  • a method of erecting a suspended scaffolding at the construction field of a multistoried building comprising securing a plurality of substantially equally spaced suspending means to the top beams of the steel structure of the multistoried building under construction, each said suspending means projecting suitably from the end edge of the top beams and having at least two horizontally spaced pulleys mounted on the projecting portion thereof, fixing one end of two wire ropes to an anchoring means provided adjacent to the inner end of each said suspending means, suspending said wire ropes downwardly while engaging same with said pulleys respectively, fixing the lower end of said wire ropes to another anchoring means disposed at the ground level or a suitable level above the ground level, securing a plurality of vertically substantially equally spaced hook means to said wire ropes in such a manner that a hook means on the inner one of said wire ropes is situated at the same level as that of a corresponding hook means on the outer one of said wire ropes, engaging a pair of horizontal rods with the hook means of the same level on
  • a suspended scaffolding erected at the construction field of a multistoried building comprising a plurality of substantially equally spaced suspending means secured to the top beams of the steel structure of the multistoried building under construction so as to project suitably from the end edge of the tope beams, each said suspending means being provided with an anchoring means adjacent to the inner end thereof and having at least two horizontally spaced pulleys mounted on the projecting portion thereof, two wire ropes fixed at one end thereof to said anchoring means and suspended downwardly while engaging with said pulleys respectively, another anchoring means disposed at a suitable level for fixing the lower end of said wire ropes, a plurality of vertically substantially equally spaced hook means secured to said wire ropes in such a manner that a hook means on the inner one of said wire ropes is situated at the same level as that of a corresponding hook means on the outer one of said wire ropes, a pair of horizontal rods engaging with the hook means of the same level on the outer and inner groups of said wire ropes respectively, a plurality of pairs

Landscapes

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

Abstract

A suspended scaffolding used at the construction field of a multistoried building. The scaffolding can be easily erected and disassembled due to the simple combination of wire ropes and horizontal and lateral rods. The scaffolding does not occupy a large space for erection and the vertical distance between the horizontal rods can be easily varied.

Description

United States Patent Kikuchi [45] Oct. 24, 1972 [54] METHOD OF ERECTING SUSPENDED [56] References Cited SCAFFOLDING AT CONSTRUCTION FIELD AND SCAFFOLDING ERECTED UNITED STATES PATENTS THEREBY 1,484,480 2/ 1924 Donaggio 1 82/150 [72] Inventor: Reizo Kikuchi 73 Am Takamatsu 1,506,114 8/1924 Donaggxo ..l82/l50 Haranomachioda a a Sendai, 1 Johnston l Ja 3,603,428 9/1971 l-lanses ..182/128 P Filed! p 1971 Primary Examiner-Reinaldo P. Machado No: Attorney-Kari FIOCkS [57] ABSTRACT [30] Foreign Application Priority Data v A suspended scaffolding used at the construction field July 3, 197i Japan ..46/5Q840 f a multistoried building The fi ]di can be easi- July 3, 1971 Japan ..46/58202 1 erected and disassembled due to the simple July 3, 1971 Japan ..46/58203 bination of wire ropes and horizontal and lateral rods The scaffolding does not occupy a large space for [52] US. Cl. ..182/150 erection and the vertical distance between the [51] Int. Cl ..E04g 3/10 horizontal rods can be easily varied [58] Field of Search ..l82/l50, 142, 14-3, 144, 229
2 Claims, 6 Drawing Figures PATENTEUBNQMM -3,700'071 SHEET20F2 METHOD OF ERECTING SUSPENDED SCAFFOLDING AT CONSTRUCTION FIELD AND SCAFFOLDING ERECTED TI-IEREBY BACKGROUND OF THE INVENTION 1 Field of the Invention This invention relates to a scaffolding used at the construction field of a multistoried building or the like.
2. Description of the Prior Art Conventional scaffoldings have been erected by successively assembling means such as pipes vertically from the ground level along the exterior of a building. With such a method, the maximum height of the scaffolding has been limited to about 30 meters and it has been considered extremely difficult or impossible to erect a scaffolding higher than the above limit. According to the conventional method, further, it has been required to set up the scaffolding even at unnecessary portions from the viewpoint of a balance in the total weight of the scaffolding, and once the scaffolding has been erected, it has been quite difficult to remove such portions which will abstruct the construction of the building.
SUMMARY OF THE INVENTION It is an object of the present invention to overcome the defects encountered with the conventional method.
According to the basic idea of the present invention, a plurality of brackets units spaced apart by an equal distance of the other of, for example 3 meters are fastened by means such as U-bolts to the top beams of the structure of a multistoried building under construction so as to project by a length of the order of 1 meter from the end edge of the top beams, each bracket unit being provided with an anchoring ring adjacent to the inner end thereof and having at least two horizontally spaced pulleys mounted on the projecting end portion thereof. Two wire ropes are anchored at one end thereof to the ring and extend downward while engaging the respective pulleys, and a plurality of vertically equally spaced hook means are adjustably secured to each wire rope in such a manner that a hook means on one of the wire ropes is situated at the same level as that of a corresponding hook means on the other wire rope. Horizontal pipes or rods engage the hook means on the outer and inner groups of the wire ropes respectively, and a plurality of pairs of lateral rods bridge transversely across the horizontal pipes or rods for sup porting footboard on each pair.
The above and other objects, features and advantages of the present invention will be more apparent from the following description taken in conjunction with the accompanying drawings.
BRIEF DESCRIPTION OF THE DRAWINGS arrange- FIG. 5 is an enlarged perspective view showing another means for fixing the horizontal rod to the wire rope.
FIG. 6 is a schematic side elevational view showing the scaffolding suspended from the top of a multistoried building.
DESCRIPTION OF THE PREFERRED EMBODIMENT Refen'ing now to the drawings, a scaffolding embodying the present invention includes a plurality of substantially equally spaced bracket units 3 which are arranged in a manner as shown in FIG. 2 and are fastened by means such as U-bolts to the top beams I of the steel structure of a multistoried building under construction so as to suitably project from the end edge of the top beams 1. Each bracket unit 3 carries a plurality of pulleys 2 as shown in FIG. 1. An anchoring ring 4 is fixed to the bracket unit 3 adjacent to the inner end thereof, and two wire ropes 5 are anchored at one end thereof to the anchoring ring 4 and extend downward while engaging the, pulleys 2 in the manner shown in FIG. 1. A plurality of vertically equally spaced hook means 6 or 6 are detachably and adjustably secured to each wire rope 5 in such a manner that a hook means 6 or 6 on one of the wire ropes 5 is situated at the same level as that of a correspondinghook means 6 or 6' on the other wire rope 5. Horizontal pipes or rods 7 are engaged by the hook means 6 or 6 on the outer and inner groups of the wire ropes 5 respectively to run in parallel with each other as shown in FIG. 1, and a plurality of pairs of suitably spaced lateral rods 8 bridge transversely across and engage the horizontal rods 7 to maintain the horizontal rods 7 in parallel position A pair of spaced footboard supporting rods engage each pair of the lateral rods 8 for supporting a footboard 9 thereon as shown in FIG. 1. A plurality of bracing rods 10 are fixed at one end thereof to the steel structure or suitable means at the ground level and engage at the other end thereof with the horizontal rods and with the lower end of the wire ropes 5 so as to stabilize the scaffolding against undesirable swinging movement.
Referring to FIG. 4, the hook means 6-comprises a generally U-shaped member 12 which is formed with a plurality of inwardly extending thorn-like projections 11 so as to engage firmly with the wire rope 5. The U- shaped member 12 is provided with a finger 13 which is received in the opening of an annular end portion 14 of a hook 16 for suspending the hook 16 from the supporting member 12. The hook 16 is also formed with a plurality of inwardly extending thorn-like projections 15 at the curved lower end portion thereof so as to engage firmly with the horizontal pipe or rod 7. In this manner, the hook means 6 can be secured detachably and adjustably to the wire rope 5.
Referring to FIG. 5, the hook means 6' comprises a pair of generally arcuate members 19 and 19' for securely holding the horizontal pipe or rod 7 therebetween. The generally arcuate members 19 and 19 are shaped in the form of a small are at portions 20 and 20 of the upper and lower flanges and a plurality of inwardly extending thorn-like projections and formed on the inner surface of these portions 20 and 20' so as to firmly hold the wire rope'5 therebetween. A connecting means such as a ring 17 connects the arcuate members 19 and 19 to each other, and a butterfly nut 18 engaging a bolt is used to firmly fasten the arcuate members 19 and 19' together. In this manner, the horizontal pipe or rod 7 can be secured to the wire rope 5. It will be understood that the hook means 6 and 6' can be simply detached and mounted as required and the vertical spacing therebetween can be easily adjusted, while unnecessary ones can be easily removed. Lamps 21 may be suspended from some of the bracket units 8 when so required.
The suspended scaffolding having such a structure is fixed in place by connecting and fixing the horizontal pipes or rods 7 and the lower end of the wire ropes to the bracing rods 10 disposed at a plurality of levels. The suspended scaffolding according to the present invention is advantageous in that it can be safely and quickly erected with a leact requirement for the materials even in a quite limited space as in an area where thehouses stand close together. Further, clue to the fact that the horizontal pipes or rods can be easily disengaged from the hook means on the wire ropes, a part of the horizontal pipes or rods can be removed during construction work so as not to obstruct the construction work. Furthermore, required exterior finish work on a multistoried building can be carried out whenever and wherever so requireddue to the fact that the scaffolding can be easily erected by merely suspending the wire ropes from the bracket units secured to the top beams of the steel structure without requiring erection from the ground level. This advantage becomes more marked with the increase in the height of the building.
Further, a plurality of such scaffolding may be suspended on all sides of the building thereby increasing the efficiency of the construction work to several hundred times the efficiency of the prior art construction work. Therefore, several hundred workers can simultaneously carry out individual works at their working spots, and the period of time for constructing the building can be remarkably shortened thereby remarkably reducing the costs. Lower costs are required compared with the costs required heretofore for constructing a multisotried building and this merit becomes more marked with the increase in the height of the building.
A pulley may be suspended from the braket unit 3 for the purpose of lifting the construction materials, and the electric lamps 21 may be utilized as safety lamps for ensuring the safty of the construction work. After building is completed, the bracket units may be left in the projected position so as to be utilized for suspending a gondola for cleaning and repairing the outer walls of the building, wiping the windows, and any other works. The electric lamps may be used to illuminate the building or as a means for preventing intrusion of burglars.
It will be understood from the foregoing description that the present invention provides a suspended scaffolding which can be easily, safely and rapidlyerected at any desired level of a multistoried building regardless of the space available at the ground level and with a least requirement for the materials, costs and labor. The suspended scaffolding according to the present invention does not obstruct the construction work since a part thereof can be easily be removed. Thus the present I claim:
1. A method of erecting a suspended scaffolding at the construction field of a multistoried building comprising securing a plurality of substantially equally spaced suspending means to the top beams of the steel structure of the multistoried building under construction, each said suspending means projecting suitably from the end edge of the top beams and having at least two horizontally spaced pulleys mounted on the projecting portion thereof, fixing one end of two wire ropes to an anchoring means provided adjacent to the inner end of each said suspending means, suspending said wire ropes downwardly while engaging same with said pulleys respectively, fixing the lower end of said wire ropes to another anchoring means disposed at the ground level or a suitable level above the ground level, securing a plurality of vertically substantially equally spaced hook means to said wire ropes in such a manner that a hook means on the inner one of said wire ropes is situated at the same level as that of a corresponding hook means on the outer one of said wire ropes, engaging a pair of horizontal rods with the hook means of the same level on the outer and inner groups of said wire ropes respectively, bridging a plurality of pairs of suitably equally spaced lateraLrods transversely across said horizontal rods and securing same to said horizontal rods, bridging a pair of footboard supporting rods transversely across each pair of said lateral rods and securing same to said lateral rods for supporting a foot board thereon, and fixing some of said horizontal rods to bracing means at a plurality of levels for preventing swinging movement of the scaffolding.
2. A suspended scaffolding erected at the construction field of a multistoried building comprising a plurality of substantially equally spaced suspending means secured to the top beams of the steel structure of the multistoried building under construction so as to project suitably from the end edge of the tope beams, each said suspending means being provided with an anchoring means adjacent to the inner end thereof and having at least two horizontally spaced pulleys mounted on the projecting portion thereof, two wire ropes fixed at one end thereof to said anchoring means and suspended downwardly while engaging with said pulleys respectively, another anchoring means disposed at a suitable level for fixing the lower end of said wire ropes, a plurality of vertically substantially equally spaced hook means secured to said wire ropes in such a manner that a hook means on the inner one of said wire ropes is situated at the same level as that of a corresponding hook means on the outer one of said wire ropes, a pair of horizontal rods engaging with the hook means of the same level on the outer and inner groups of said wire ropes respectively, a plurality of pairs of substantially suitably spaced lateral rods bridging transversely across said horizontal rods and secured to the latter, a pair of footboard supporting rods bridging transversely across each pair of said lateral rods and secured to the latter, and bracing means disposed at a plurality of levels and engaging with said horizontal rods for preventing swinging movement of the scaffolding.

Claims (2)

1. A method of erecting a suspended scaffolding at the construction field of a multistoried building comprising securing a plurality of substantially equally spaced suspending means to the top beams of the steel structure of the multistoried building under construction, each said suspending means projecting suitably from the end edge of the top beams and having at least two horizontally spaced pulleys mounted on the projecting portion thereof, fixing one end of two wire ropes to an anchoring means provided adjacent to the inner end of each said suspending means, suspending said wire ropes downwardly while engaging same with said pulleys respectively, fixing the lower end of said wire ropes to another anchoring means disposed at the ground level or a suitable level above the ground level, securing a plurality of vertically substantially equally spaced hook means to said wire ropes in such a manner that a hook means on the inner one of said wire ropes is situated at the same level as that of a corresponding hook means on the outer one of said wire ropes, engaging a pair of horizontal rods with the hook means of the same level on the outer and inner groups of said wire ropes respectively, bridging a plurality of pairs of suitably equally spaced lateral rods transversely across said horizontal rods and seCuring same to said horizontal rods, bridging a pair of footboard supporting rods transversely across each pair of said lateral rods and securing same to said lateral rods for supporting a footboard thereon, and fixing some of said horizontal rods to bracing means at a plurality of levels for preventing swinging movement of the scaffolding.
2. A suspended scaffolding erected at the construction field of a multistoried building comprising a plurality of substantially equally spaced suspending means secured to the top beams of the steel structure of the multistoried building under construction so as to project suitably from the end edge of the tope beams, each said suspending means being provided with an anchoring means adjacent to the inner end thereof and having at least two horizontally spaced pulleys mounted on the projecting portion thereof, two wire ropes fixed at one end thereof to said anchoring means and suspended downwardly while engaging with said pulleys respectively, another anchoring means disposed at a suitable level for fixing the lower end of said wire ropes, a plurality of vertically substantially equally spaced hook means secured to said wire ropes in such a manner that a hook means on the inner one of said wire ropes is situated at the same level as that of a corresponding hook means on the outer one of said wire ropes, a pair of horizontal rods engaging with the hook means of the same level on the outer and inner groups of said wire ropes respectively, a plurality of pairs of substantially suitably spaced lateral rods bridging transversely across said horizontal rods and secured to the latter, a pair of footboard supporting rods bridging transversely across each pair of said lateral rods and secured to the latter, and bracing means disposed at a plurality of levels and engaging with said horizontal rods for preventing swinging movement of the scaffolding.
US181340A 1971-07-03 1971-09-17 Method of erecting suspended scaffolding at construction field and scaffolding erected thereby Expired - Lifetime US3700071A (en)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
JP5084071 1971-07-03
JP5820271U JPS5111890Y2 (en) 1971-07-03 1971-07-03
JP5820371U JPS511152Y2 (en) 1971-07-03 1971-07-03

Publications (1)

Publication Number Publication Date
US3700071A true US3700071A (en) 1972-10-24

Family

ID=27294096

Family Applications (1)

Application Number Title Priority Date Filing Date
US181340A Expired - Lifetime US3700071A (en) 1971-07-03 1971-09-17 Method of erecting suspended scaffolding at construction field and scaffolding erected thereby

Country Status (1)

Country Link
US (1) US3700071A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4815563A (en) * 1988-03-17 1989-03-28 Figgie International, Inc. Adjustable post and method of using the post to erect suspension scaffolding
US20060131107A1 (en) * 2004-12-17 2006-06-22 Structure D'acier Orleans Inc. Suspended cable scaffold assembly
US20100116591A1 (en) * 2004-07-15 2010-05-13 John Gluchowski Temporary scaffolding system
GB2511847A (en) * 2013-03-15 2014-09-17 Apollo Cradles Ltd Suspended platform system
GB2535128A (en) * 2011-10-27 2016-08-17 Web Rigging Services Ltd Deck panel, load platform, clamp and tensioner

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1484480A (en) * 1920-02-24 1924-02-19 Donaggio Alfredo Scaffolding
US1506114A (en) * 1921-05-06 1924-08-26 Donaggio Alfredo Ship scaffold
US1750269A (en) * 1928-02-07 1930-03-11 Frank B Johnston Cable scaffold
US3603428A (en) * 1968-09-19 1971-09-07 Otto Hanses Scaffolding for the tanks of large tanker ships

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1484480A (en) * 1920-02-24 1924-02-19 Donaggio Alfredo Scaffolding
US1506114A (en) * 1921-05-06 1924-08-26 Donaggio Alfredo Ship scaffold
US1750269A (en) * 1928-02-07 1930-03-11 Frank B Johnston Cable scaffold
US3603428A (en) * 1968-09-19 1971-09-07 Otto Hanses Scaffolding for the tanks of large tanker ships

Cited By (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4815563A (en) * 1988-03-17 1989-03-28 Figgie International, Inc. Adjustable post and method of using the post to erect suspension scaffolding
US20100116591A1 (en) * 2004-07-15 2010-05-13 John Gluchowski Temporary scaffolding system
US8448747B2 (en) * 2004-07-15 2013-05-28 John Gluchowski Temporary scaffolding system
US20060131107A1 (en) * 2004-12-17 2006-06-22 Structure D'acier Orleans Inc. Suspended cable scaffold assembly
GB2535128A (en) * 2011-10-27 2016-08-17 Web Rigging Services Ltd Deck panel, load platform, clamp and tensioner
GB2535128B (en) * 2011-10-27 2016-10-05 Web Rigging Services Ltd Load platform
GB2511847A (en) * 2013-03-15 2014-09-17 Apollo Cradles Ltd Suspended platform system
GB2537065A (en) * 2013-03-15 2016-10-05 Apollo Cradles Ltd Suspended platform system
GB2537067A (en) * 2013-03-15 2016-10-05 Apollo Cradles Ltd Suspended platform system
GB2511847B (en) * 2013-03-15 2017-04-12 Apollo Cradles Ltd Suspended platform system
GB2537067B (en) * 2013-03-15 2017-07-05 Apollo Cradles Ltd Suspended platform system
GB2537065B (en) * 2013-03-15 2017-09-20 Apollo Cradles Ltd Suspended platform system

Similar Documents

Publication Publication Date Title
US3134567A (en) Scaffolding
US4253549A (en) Method and a system for the erection of high buildings
CA2498870C (en) Suspended cable scaffold assembly
CN109537865A (en) A kind of Super High multi-curvature variation camber line outer climbing frame
CN107902545B (en) Horse way air pipe hoisting construction device and construction method
US3472477A (en) Support bracket for concrete forms
US2142651A (en) Scaffolding
US1890029A (en) Scaffold
US3700071A (en) Method of erecting suspended scaffolding at construction field and scaffolding erected thereby
CN114753611A (en) Curtain wall construction platform
US2908345A (en) Combined ladder and scaffold sling support
GB2093900A (en) Safety device for metal scaffolding
HU192346B (en) Scaffold for repair works to be carried out on the front and fence roof range of buildings
CN207620384U (en) Jack device for discharging
US3684057A (en) Portable stairway
US3007541A (en) Temporary covering and support structure therefor
CN115306137A (en) Operation platform structure for mounting suspended ceiling at bottom of overhead corridor and construction method thereof
JP2004232366A (en) Suspended scaffolding
SU1587220A1 (en) Emergency resscue arrangement for lifting people in unequipped ascending workings
US5012894A (en) Scaffold erection structure
JPH0317350A (en) Scaffold for building structure
GB2169641A (en) An erection aid for scaffolding
SU557165A2 (en) Stairs
CN216974120U (en) High-order scaffold that hangs
CN218668421U (en) Building beam frame