EP2042670A1 - Plattform für Baugerüst - Google Patents

Plattform für Baugerüst Download PDF

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Publication number
EP2042670A1
EP2042670A1 EP08016742A EP08016742A EP2042670A1 EP 2042670 A1 EP2042670 A1 EP 2042670A1 EP 08016742 A EP08016742 A EP 08016742A EP 08016742 A EP08016742 A EP 08016742A EP 2042670 A1 EP2042670 A1 EP 2042670A1
Authority
EP
European Patent Office
Prior art keywords
module
floor
extremity
truss
female
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.)
Withdrawn
Application number
EP08016742A
Other languages
German (de)
English (en)
Inventor
Rildo Soares Salgado
Michael Röck
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.)
Sh Industria De Metalurgia E Servicos De Engenharia Ltda
Original Assignee
Sh Industria De Metalurgia E Servicos De Engenharia Ltda
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 Sh Industria De Metalurgia E Servicos De Engenharia Ltda filed Critical Sh Industria De Metalurgia E Servicos De Engenharia Ltda
Publication of EP2042670A1 publication Critical patent/EP2042670A1/fr
Withdrawn legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G1/00—Scaffolds primarily resting on the ground
    • E04G1/15—Scaffolds primarily resting on the ground essentially comprising special means for supporting or forming platforms; Platforms
    • E04G1/152—Platforms made of metal or with metal-supporting frame
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G1/00—Scaffolds primarily resting on the ground
    • E04G1/15—Scaffolds primarily resting on the ground essentially comprising special means for supporting or forming platforms; Platforms
    • E04G1/154—Non-detachably fixed and secured connections between platform and scaffold
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G1/00—Scaffolds primarily resting on the ground
    • E04G1/15—Scaffolds primarily resting on the ground essentially comprising special means for supporting or forming platforms; Platforms
    • E04G2001/157—Extensible platforms, e.g. telescopic platforms

Definitions

  • the present invention in general relates the metallic floors for use in towers of truss and, in particular, to a module of metallic floor with rabbets for hook in tubular truss where it is possible to incase one or more modules of floor between itself until reaching a length have limited.
  • floor of truss of the order of international patent PCT/ES2001/000159 that describes a platform consisting of the assembly between itself of two plates equipped with half complementary plug-in, as well as for a tubular and inferior formation in the opposing extremity to that one of the respective ways of assembly is known, the tubular formation determining a reinforcement of the respective plate, with the particularity of that one them plates, in correspondence with the respective one half of assembly, has a profile in inverted T that collaborates with the reinforcement of the plate.
  • the platform determined for these two plates is made of aluminum and is supplemented by some inferior crosspieces, in which profiles rest, the closed extremities being with supports equipped with conventional hooks to hang the platform with respect to the structure of a truss.
  • This model of metallic floor of truss is configured to receive for rabbet three types of plate composing the platform.
  • the truss floor covering goes free of determined length, in way that the rabbet that it provides the male union and female also can be used for rabbet in the tubular structure of the truss.
  • Heads 2 are installed in opposing surfaces in the module of floor M to provide the rabbet between modules for female the male system and.
  • rabbets 6 are fixed, also fixed to heads 2, destined to incase in the pipe of the truss.
  • Figure 1 to the left, it is shown to a perspective sight for the inferior part of a module of metallic floor M contemplating inferior crosspieces 4, joined for its extremities to the lateral structural profiles 1, and joined trellis-works 3 to inferior crosspieces 4.
  • the method of preferred union of all the parts composing the module of the present invention is by means of welding, however, the invention also contemplates the union for any another conventional method that provides the same resistance that the welding.
  • Figure 2 is a lateral sight of the module of metallic floor M mounted in the pipe of truss 8 (that it is not part of the invention).
  • the module of floor M incases in the pipe of truss 8 by means of the rabbet 6 (four parts for module) and the locking in position enters the module of floor M and the pipe of truss 8 is made by means of constraint 8.
  • This constraint 8 is confectioned in plate or bar of metal, any adjusted format, and fixed in inferior crosspieces 4 by means of welding or another way of conventional setting equivalent.
  • Constraint 8 also provides locking enters two modules of floor M incased by female the male system and; in this situation constraint 8 functions to provide the locking against installed head 2 under the module of floor M.
  • Figure 3 is a perspective sight of the module of metallic floor M in ready position for transfers (emendation).
  • two rabbets 6 of the female extremity of the module of floor M if project for inside of lateral structural elements 1 of the extremity male of the module of floor M.
  • two rabbets 6 of the extremity male of the module of floor M if they project for inside of go between two rabbets 6 of the female extremity of the module of floor M, of this form providing the perfect rabbet enters both the modules of floor M for its respective extremities male and female.
  • Jamb 9 serves mainly to strengthen the edge of the extremity of central plate 5, therefore, this central plate 5 in this point is vulnerable to knead for occasion of the hook between floor modules, being able to future provoke difficulty in the hook of the related modules of floor.
  • Jamb 9 is located on the superior face of central plate 5 to allow the hook of rabbet 6.
  • Jamb 9 also limits this hook of rabbet 6 and provides the continuity of the surface of the module of floor M.
  • Figure 4 is a perspective sight of the module of metallic floor M in transferred position already (amended) for use on tubular structures.
  • two modules are incased by the female extremity of one of them in the male extremity of the other and stopped between itself for the operation of constraint 8 against head 2.
  • the consecutive setting of two modules of floor M can be made of this form until reaching a maximum limit of 2,5 meters, that is the limit to provide the resistance required for the truss floor.
  • Figure 5 is a sight in details of the punctures and the acts of drawing back printed in central plate 5 to provide hardening of central plate 5, tack to the module of floor M and to prevent the accumulation of water in the module of floor M.
  • Small punctures 10 are printed in general with 6,35 mm of diameter. The function of these small punctures 10 is to prevent the accumulation of water on the module of floor M.
  • the short and long oblong the acts of drawing back, 11a and 11b respectively, are not pierced.
  • these short and long the acts of drawing back are printed in high relief, with approximately 1 mm of height. The purpose of this high relief is to harden central plate 5 in the transversal direction, in the same way that a wavy plate would be more resistant of what a smooth plate.
  • Punctures biggest 12 are pierced with the acted of drawing back edges approximately 1 mm for top of the surface of central plate 5. This the acts of drawing back above of the surface of central plate 5 serves to guarantee good tack to the footwear of the users of the truss and to reduce the risk of slipping of the staff used in the service.
  • the object of the present invention if differentiates of the floors of truss usually used by if being able you work with one same modulates of floor incased in the structure of truss by means of existing rabbets in the same. Also it is possible you work with transfers (amendment) of floor you modulate, where stops transfers it the floor functions in system of male and female (in each extremity) will be rabbet of modulates it in to other until forming the desired linear length in meters, since that if it obeys go exempts maximum of 2,50 meters.
  • the object of the present invention guarantees greater stability and security to the joint floor/structure, since to the transferred being, it if it keeps the same in level and with equal resistance of the proper floor.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Rod-Shaped Construction Members (AREA)
EP08016742A 2007-09-26 2008-09-24 Plattform für Baugerüst Withdrawn EP2042670A1 (fr)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
BRPI0703762 BRPI0703762A2 (pt) 2007-09-26 2007-09-26 módulo de piso metálico para torres de andaime

Publications (1)

Publication Number Publication Date
EP2042670A1 true EP2042670A1 (fr) 2009-04-01

Family

ID=40139100

Family Applications (1)

Application Number Title Priority Date Filing Date
EP08016742A Withdrawn EP2042670A1 (fr) 2007-09-26 2008-09-24 Plattform für Baugerüst

Country Status (2)

Country Link
EP (1) EP2042670A1 (fr)
BR (1) BRPI0703762A2 (fr)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103786235A (zh) * 2014-01-09 2014-05-14 中建钢构有限公司 一种塔式3d打印机及其打印方法
TWI486511B (zh) * 2011-09-26 2015-06-01 Sucoot Ind Co Ltd Eagle frame pedal with anti - solid structure and its assembling method
AU2015210455B1 (en) * 2015-08-07 2015-12-24 Maher, Justin MR Deck for scaffold
CN106836598A (zh) * 2017-04-12 2017-06-13 中国建筑股份有限公司 一种3d打印预应力楼板及其施工方法
CN109610798A (zh) * 2018-11-30 2019-04-12 林旭清 一种建筑工程用便于移动的可调节高度的脚手架
CN113550439A (zh) * 2021-07-27 2021-10-26 广西贵港建设集团有限公司 一种市政建筑施工用横梁及施工方法

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2261831A (en) * 1941-01-16 1941-11-04 Budd Wheel Co Scaffolding structure
US3628628A (en) * 1970-04-06 1971-12-21 Bleacher Sales Co Scaffold platform
FR2501267A1 (fr) * 1981-03-03 1982-09-10 Entrepose Plancher d'echafaudage
WO2002088487A1 (fr) 2001-04-26 2002-11-07 Ulma C Y E, S. Coop. Plate-forme pour echafaudages

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2261831A (en) * 1941-01-16 1941-11-04 Budd Wheel Co Scaffolding structure
US3628628A (en) * 1970-04-06 1971-12-21 Bleacher Sales Co Scaffold platform
FR2501267A1 (fr) * 1981-03-03 1982-09-10 Entrepose Plancher d'echafaudage
WO2002088487A1 (fr) 2001-04-26 2002-11-07 Ulma C Y E, S. Coop. Plate-forme pour echafaudages
EP1389660A1 (fr) * 2001-04-26 2004-02-18 ULMA C y E, S. COOP. Plate-forme pour echafaudages

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
TWI486511B (zh) * 2011-09-26 2015-06-01 Sucoot Ind Co Ltd Eagle frame pedal with anti - solid structure and its assembling method
CN103786235A (zh) * 2014-01-09 2014-05-14 中建钢构有限公司 一种塔式3d打印机及其打印方法
CN103786235B (zh) * 2014-01-09 2016-01-27 中建钢构有限公司 一种塔式3d打印机及其打印方法
AU2015210455B1 (en) * 2015-08-07 2015-12-24 Maher, Justin MR Deck for scaffold
CN106836598A (zh) * 2017-04-12 2017-06-13 中国建筑股份有限公司 一种3d打印预应力楼板及其施工方法
CN109610798A (zh) * 2018-11-30 2019-04-12 林旭清 一种建筑工程用便于移动的可调节高度的脚手架
CN109610798B (zh) * 2018-11-30 2022-01-14 中国化学工程第十一建设有限公司 一种建筑工程用便于移动的可调节高度的脚手架
CN113550439A (zh) * 2021-07-27 2021-10-26 广西贵港建设集团有限公司 一种市政建筑施工用横梁及施工方法

Also Published As

Publication number Publication date
BRPI0703762A2 (pt) 2009-12-22

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