EP1699990B1 - Bodenplattformglied für gerüst - Google Patents

Bodenplattformglied für gerüst Download PDF

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Publication number
EP1699990B1
EP1699990B1 EP04800186A EP04800186A EP1699990B1 EP 1699990 B1 EP1699990 B1 EP 1699990B1 EP 04800186 A EP04800186 A EP 04800186A EP 04800186 A EP04800186 A EP 04800186A EP 1699990 B1 EP1699990 B1 EP 1699990B1
Authority
EP
European Patent Office
Prior art keywords
floor deck
deck member
ribs
scaffolding
profiled members
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
EP04800186A
Other languages
English (en)
French (fr)
Other versions
EP1699990A1 (de
Inventor
Rolf Heggland
Frank Stengrimsen
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.)
RH Products International AS
Original Assignee
RH Products International AS
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 RH Products International AS filed Critical RH Products International AS
Priority to PL04800186T priority Critical patent/PL1699990T3/pl
Publication of EP1699990A1 publication Critical patent/EP1699990A1/de
Application granted granted Critical
Publication of EP1699990B1 publication Critical patent/EP1699990B1/de
Anticipated expiration legal-status Critical
Expired - Lifetime 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
    • E04G1/153—Platforms made of plastics, with or without reinforcement

Definitions

  • the present invention relates to a floor deck member for scaffolding, wherein the floor deck member at each end has a mounting area designed to rest on a scaffold beam, wherein the floor deck member has a plurality of elongate reinforcing profiled members which are embedded in longitudinal ribs on the underside of the floor deck member, wherein between adjacent ribs there are arranged support ribs, and wherein a walk surface, the ribs and the support ribs of the floor deck member are unitarily formed of a composite plastic material.
  • the object of the present invention is to remedy, in a simple manner, the disadvantages known hitherto in connection with such floor deck members for scaffolding, and according to the present invention, the invention is characterised in that respective end portions of said reinforcing profiled members form said mounting area when bearing against respective ones of the opposing scaffold beams, and that supporting pieces are arranged at each end of the floor deck member and designed to limit movement of the floor deck member relative to opposing scaffold beams when these support the floor deck member via the mounting area.
  • the said plastic material is composed of a polyolefin material, for example, copolymer polypropylene with an added mineral material, the plastic material also having an expansion agent added thereto during moulding.
  • the proportion of the mineral material is 10-40%, preferably 20%, and the mineral material may advantageously be dolomite.
  • the expansion agent may be added in an amount of 1-5% by weight, preferably 2% by weight.
  • the reinforcing profiled members in the floor deck member are capable of being joined to reinforcing steel sections in a longitudinally intermediate or adjacent floor deck member.
  • the floor deck member may be capable of being split into at least two parts for insertion of one or more extension pieces which have a plurality of elongate reinforcing profiled members that are embedded in longitudinal ribs on the underside of the extension piece, and where a walk surface, the ribs and any support ribs of the extension piece are unitarily made of said composite material.
  • the extension piece thus forms a mechanical connection with an adjacent floor deck member part when joined between the reinforcing profiled members of the floor deck member part and the reinforcing profiled members of the extension piece.
  • Figure 1 shows a floor deck member 1 for scaffolding 24 ( Figure 5 ).
  • the floor deck member has at each end a mounting area 2, 3 which is designed to rest on a scaffold beam, as indicated in Figure 5 .
  • the mounting areas 2, 3 have respective, downwardly projecting projecting pieces 2', 3' at each end so as to be able to limit movement of the floor deck member 1 relative to the opposing scaffold beams 25, 26 when these beams support the floor deck member, as shown in Figure 5 .
  • the floor deck member has a plurality of elongate reinforcing profiled members 4, 5, 6, for example, tubes having a circular cross-section, which are embedded in longitudinal ribs 7, 8, 9 on the underside 1' of the floor deck member, as shown in Figure 2 .
  • a plurality of respective support ribs 10, 11 are arranged between the adjacent, longitudinal ribs 7, 8, 9.
  • a walk surface 12, the ribs 7-9 and the support ribs 10, 11 of the floor deck member are, according to the invention, unitarily made of a composite plastic material. Respective end portions 4', 5', 6' of the said profiled members 4, 5, 6 will primarily form the mounting area 2, 3 of the floor deck member when bearing against a top edge of respective ones of the opposing scaffold beams 25, 26.
  • the supporting pieces 2', 3' are secured, for example, by welding or riveting 30-32 to the respective profiled members 4,5,6.
  • the plastic material of the floor deck member is advantageously composed of a polyolefin material, for example, copolymer polypropylene.
  • the plastic material also advantageously has added thereto a mineral material, and also has an expansion agent added thereto during moulding.
  • the proportion of the mineral material in the plastic material is preferably 10-40%, most preferably 20%.
  • the mineral material added to the plastic material is advantageously dolomite, and said expansion agent is added to the plastic material in an amount of 1-5 % by weight, preferably 2% by weight.
  • FIG. 4 shows a floor deck member that has been split into two parts 15, 16 and has reinforcing profiled members 4", 5", 6". These reinforcing profiled members 4", 5", 6" are arranged to be capable of being joined to reinforcing profiled members in longitudinal direction 15 intermediate or adjacent floor deck member 13, where the reinforcing profiled members of the floor deck member 13 are indicated by respective reference numerals 17, 18. 19. If the floor deck member 13 is to be inserted between the floor deck member parts 15, 16, this can be done as indicated by the arrows A and B. If joining is perhaps desirable from an end portion of the members 15, 16, such as at a scaffold beam, this can be done at the areas A' or B' using the respective portions A or B of the member 13.
  • the elongate reinforcing profiled members 17, 18, 19 are embedded in longitudinal ribs 20, 21, 22 on the underside of the extension piece 13.
  • the walk surface 23, the ribs 20-22 and the optional support ribs 24, 25 of the extension piece are unitarily made of the aforementioned composite material.
  • the extension piece 13 will thus be able to form a mechanical connection with adjacent floor deck member part 1; 15; 16, joining the reinforcing profiled members 4", 5", 6" of the floor deck member part to the reinforcing profiled members 17-19 of the extension piece.
  • Figure 5 it is shown how the scaffolding can be erected initially by using floor deck member 1, scaffolding poles 28, 29, scaffolding crosspieces 27 and longitudinal supporting beams 25, 26 that support the floor deck member.
  • Figures 6-9 show a scaffold floor deck member 30, which at each end has a mounting area 33, 34 with respective downward projecting supporting piece 33', 34' to limit movement of the floor deck member 30 relative to the opposing scaffold beams 25, 26 when these beams support the floor deck member in the same way as shown in Figure 5 .
  • the floor deck member 30 has a plurality of elongate reinforcing profiled members 37, 38, 39, for example, tubes having a circular cross-section, which are embedded in longitudinal ribs 35, 35', 35" on the underside 30' of the floor deck member 30.
  • a plurality of respective support ribs 36, 36' are arranged between the adjacent, longitudinal ribs 35, 35', 35".
  • the walk surface 31 of the floor deck member is made having protuberances 32; and the ribs 35, 35', 35" and the support ribs 36, 36' on the underside are, according to the invention, unitarily made of a composite plastic material.
  • the supporting pieces 33', 34' are secured, for example, by adhesive bonding or riveting to the respective profiled members 37, 38, 39 when the profiled members have been inserted into the respective holes 37", 38", 39" in such a supporting piece.
  • the supporting pieces 33', 34' are advantageously formed of a plastic material or of metal.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Ladders (AREA)
  • Floor Finish (AREA)
  • Surgical Instruments (AREA)
  • Branch Pipes, Bends, And The Like (AREA)
  • Vehicle Step Arrangements And Article Storage (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
  • Road Signs Or Road Markings (AREA)

Claims (7)

  1. Bodenplattformglied (1; 30) für ein Gerüst (24), wobei das Bodenplattformglied an jedem Ende einen Montagebereich (2, 3; 33, 34) aufweist, welcher zur Lagerung auf einem Gerüstbalken (25; 26) ausgebildet ist,
    - wobei das Bodenplattformglied eine Mehrheit von länglichen, in Rippen (7, 8, 9; 35, 35', 35") an der Unterseite des Bodenplattformglieds eingebetteten Verstärkungsprofilelementen (4, 5, 6; 37, 38, 39) aufweist, welche Rippen sich in der Längsrichtung erstrecken;
    - wobei zwischen angrenzenden Rippen (7, 8, 9; 35, 35', 35") Stützrippen (10, 11; 36, 36') angeordnet sind; und
    - wobei eine Gehfläche (12, 31, 32), die Rippen (7, 8, 9: 35, 35', 35") und die Stützrippen (10, 11; 36, 36') des Bodenplattformglieds einheitlich aus einem Verbundkunststoff hergestellt sind,
    dadurch gekennzeichnet, dass jeweilige Endabschnitte (4', 5', 6'; 37', 38', 39') der Profilelemente (4, 5, 6; 35, 35', 35") den Montagebereich bilden, wenn sie an jeweiligen von gegenüberliegenden Gerüstbalken (25; 26) anliegen, und dass an jedem Ende des Bodenplattformglieds Unterstützungsstücke (2, 3; 33', 34') angeordnet sind, welche zur Begrenzung von Bewegungen des Bodenplattformglieds (1; 30) relativ zu den gegenüberliegenden Gerüstbalken (25; 26) ausgebildet sind, wenn diese über die Montagebereiche (2, 3; 33, 34) das Bodenplattformglied unterstützen.
  2. Bodenplattformglied für ein Gerüst nach Anspruch 1, dadurch gekennzeichnet, dass der Kunststoff aus Polyolefinwerkstoff, beispielsweise Copolymer-Polypropylen, gebildet ist, mit einem Zusatzmineralstoff, welcher Kunststoff ferner ein im Formverfahren zugegebenes Dehnungsmaterial enthält.
  3. Bodenplattformglied für ein Gerüst nach Anspruch 2, dadurch gekennzeichnet, dass der Anteil des Mineralstoffs 10-40 %, vorzugsweise 20 % beträgt.
  4. Bodenplattformglied für ein Gerüst nach Anspruch 3, dadurch gekennzeichnet, dass der Mineralstoff Dolomit ist.
  5. Bodenplattformglied für ein Gerüst nach Anspruch 2, dadurch gekennzeichnet, dass das Dehnungsmaterial in einer Menge von 1-5 Gew.-%, vorzugsweise 2 Gew.-%, zugegeben ist.
  6. Bodenplattformglied für ein Gerüst nach einem oder mehreren der vorgehenden Ansprüche, dadurch gekennzeichnet, dass die Verstärkungsprofilelemente (4", 5", 6") in dem Bodenplattformglied dazu im Stande sind, in einer Längsrichtung in einem dazwischen liegenden oder angrenzenden Bodenplattformglied (13) mit Verstärkungsprofilelementen verbunden zu werden.
  7. Bodenplattformglied für ein Gerüst nach einem oder mehreren der vorgehenden Ansprüche 1-5, dadurch gekennzeichnet, dass das Bodenplattformglied in mindestens zwei Teile (19, 16) trennbar sind, um sie in ein oder mehrere Verlängerungsstücke (13) einzusetzen, welche eine Mehrheit von länglichen Verstärkungsprofilelementen (17, 18, 19) aufweisen, welche in in der Längsrichtung sich erstreckenden Rippen (20, 21, 22) an der Unterseite des Verlängerungsstückes eingebettet sind, und wobei eine Gehfläche (23), die Rippen (20-22) und eventuelle Stützrippen (24, 25) des Verlängerungsstückes aus dem Verbundwerkstoff einheitlich hergestellt sind, und dass das Verlängerungsstück eine mechanische Verbindung mit angrenzenden Bodenplattformgliedteilen (1; 15; 16) bildet, wenn es zwischen den Verstärkungsprofilelementen (4", 5", 6") des Bodenplattformgliedteils und den Verstärkungsprofilelementen (17-19) des Verlängerungsstückes verbunden wird.
EP04800186A 2003-11-12 2004-11-09 Bodenplattformglied für gerüst Expired - Lifetime EP1699990B1 (de)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL04800186T PL1699990T3 (pl) 2003-11-12 2004-11-09 Człon pomostu podłogowego do rusztowań

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
NO20035018A NO319365B1 (no) 2003-11-12 2003-11-12 Gulvelement for stillas
PCT/NO2004/000338 WO2005047621A1 (en) 2003-11-12 2004-11-09 Floor deck member for scaffolding

Publications (2)

Publication Number Publication Date
EP1699990A1 EP1699990A1 (de) 2006-09-13
EP1699990B1 true EP1699990B1 (de) 2010-05-05

Family

ID=29775171

Family Applications (1)

Application Number Title Priority Date Filing Date
EP04800186A Expired - Lifetime EP1699990B1 (de) 2003-11-12 2004-11-09 Bodenplattformglied für gerüst

Country Status (9)

Country Link
US (1) US20070163200A1 (de)
EP (1) EP1699990B1 (de)
AT (1) ATE467017T1 (de)
DE (1) DE602004027081D1 (de)
DK (1) DK1699990T3 (de)
ES (1) ES2345822T3 (de)
NO (1) NO319365B1 (de)
PL (1) PL1699990T3 (de)
WO (1) WO2005047621A1 (de)

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DK176257B1 (da) * 2004-08-11 2007-05-07 Pf Man Holding Aps Stilladsplanke med aftageligt krogbeslag
US20080164099A1 (en) * 2004-09-01 2008-07-10 Pf Management Holding Aps Scaffold Board with Hooks Having Including Front Edges
DK176973B1 (da) * 2008-03-10 2010-08-16 Pf Man Holding Aps Stilladsplanke med overdækket krog
GB2524780B (en) * 2014-04-02 2017-09-13 David Westlake Peter Modular scaffold board
CN104806024A (zh) * 2015-03-04 2015-07-29 南京南化建设有限公司 一种花纹钢板无缝无焊施工工法
TWI676726B (zh) * 2018-07-13 2019-11-11 萬長益 可拆式高空走道的架設方法

Family Cites Families (23)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1975262A (en) * 1933-02-08 1934-10-02 Everwear Mfg Company Swing seat
US2676066A (en) * 1951-05-25 1954-04-20 Woboril Company Folding swing stage
US3628628A (en) * 1970-04-06 1971-12-21 Bleacher Sales Co Scaffold platform
US3804198A (en) * 1972-09-07 1974-04-16 J Palumbo Combination ladder and mudboard
US3884328A (en) * 1973-10-01 1975-05-20 Chester I Williams Scaffold plank
US3908793A (en) * 1974-11-01 1975-09-30 Chicago Bridge & Iron Co Adjustable metal scaffold
US4349297A (en) * 1980-11-19 1982-09-14 Misener Terrance J Boat dock
US4496029A (en) * 1983-03-30 1985-01-29 Shigeharu Kuroda Scaffold plank
US4598794A (en) * 1985-03-22 1986-07-08 Anderson Carl E Scaffolding system
NL8501367A (nl) * 1985-05-13 1986-12-01 Bouwhuis Hendrik Paneel, in het bijzonder steigerligger.
ES2019882B3 (es) * 1986-11-24 1991-07-16 Polytex Plastic Sa Placa de caballete de plastico, procedimiento para su fabricacion y dispositivo para llevar a cabo el procedimiento
US4768620A (en) * 1987-09-16 1988-09-06 White Metal Rolling & Stamping Corp. Metal extension planks
US4984654A (en) * 1990-05-10 1991-01-15 Carl Anderson Scaffold safety system
DE9010264U1 (de) * 1990-07-06 1991-10-31 Josef Welser oHG Profilier- und Stanzwerk, Ybbsitz Gerüstbohle
US5067589A (en) * 1990-07-31 1991-11-26 R. D. Werner Co., Inc. Extendable support
US5409082A (en) * 1992-11-05 1995-04-25 Matthews; Leroy Plank support jacket
US5762441A (en) * 1996-05-17 1998-06-09 Safway Steel Products, Inc. End cap system for scaffolding planks
US6105723A (en) * 1996-12-23 2000-08-22 Harsco Corporation Steel plank for scaffolding
US6431316B1 (en) * 1999-07-13 2002-08-13 Timothy Benson Bothwell Scaffold plank and method of making the same
US7090053B2 (en) * 1999-07-13 2006-08-15 Bothwell Enterprises, Inc. Scaffold plank with end connector and method of making the same
CA2287104A1 (en) * 1999-07-19 2001-01-19 Karl Hermann Werner Gregori Decking assembly and decking kit with hold-down clip
US6745871B2 (en) * 2002-03-27 2004-06-08 Chad D. Armstrong Interlocking scaffold plank
DE10254033A1 (de) * 2002-11-20 2004-06-03 Wilhelm Layher Vermögensverwaltungs-Gmbh Gerüstboden und Gerüst, Podium oder Tribüne mit einem derartigen Gerüstboden

Also Published As

Publication number Publication date
EP1699990A1 (de) 2006-09-13
NO319365B1 (no) 2005-07-18
PL1699990T3 (pl) 2010-12-31
WO2005047621A1 (en) 2005-05-26
DE602004027081D1 (de) 2010-06-17
US20070163200A1 (en) 2007-07-19
ATE467017T1 (de) 2010-05-15
NO20035018L (no) 2005-05-13
ES2345822T3 (es) 2010-10-04
NO20035018D0 (no) 2003-11-12
DK1699990T3 (da) 2010-08-16

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