EP0227151A2 - Decking system - Google Patents
Decking system Download PDFInfo
- Publication number
- EP0227151A2 EP0227151A2 EP86202129A EP86202129A EP0227151A2 EP 0227151 A2 EP0227151 A2 EP 0227151A2 EP 86202129 A EP86202129 A EP 86202129A EP 86202129 A EP86202129 A EP 86202129A EP 0227151 A2 EP0227151 A2 EP 0227151A2
- Authority
- EP
- European Patent Office
- Prior art keywords
- drophead
- decking system
- decking
- edge
- longitudinal
- 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.)
- Granted
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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
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
- E04G11/48—Supporting structures for shutterings or frames for floors or roofs
- E04G11/50—Girders, beams, or the like as supporting members for forms
-
- 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
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
- E04G11/48—Supporting structures for shutterings or frames for floors or roofs
- E04G11/486—Dropheads supporting the concrete after removal of the shuttering; Connecting means on beams specially adapted for dropheads
Definitions
- This invention relates to a decking system, comprising longitudinal beams and cross beams which, altogether with decking panels are supported by variable height support standards provided at their top with a drophead unit, wherein at least each drophead at its side facing a beam's end is provided with holding means and also each end of a beam being connectable to said drophead is provided with a hooking means enabling such interconnection.
- Present decking systems with dropheads distinguish between systems having beams and panels consisting of a frame with a nesting form panel and systems having longitudinal and cross beams respectively supporting form panels. In the latter systems the mutual distance between the cross beams can be chosen at will in order to adapt the distance of support of the form panel to the weight of the supported concrete and the structural strength of the form panel.
- a drophead for supporting said beam's end provision is made for one or more first accomodating means located between the center line of the drophead and the vertical projection of the external edge of the top plate of said drophead.
- each longitudinal beam on each one of its sides is provided with a supporting flange extending in a direction to the center line and beyond the vertical projection of the top edge of said longitudinal beam.
- the supporting flanges of the longitudinal beams are provided with second accomodating means located between the center line of the beam and the vertical projection of its upper edge.
- the second accomodating means are shaped as a raised edge upon which said cross beam ends can be hooked down.
- the longitudinal beam can be made from a profile on both sides being provided with a supporting flange having a raised edge and whereby these edges have a mutual distance which is less than the full width at the top side of the beam. Such edges may also be provided on the drophead thereby creating a continuous raised edge upon which the cross beams can be hooked down at will.
- the ends of the supporting flanges may be provided with protrusions for taking up form panels.
- the application of longitudinal beams and dropheads according to the invention now provides for the uniform use of both form panels and cross beams together with form sheets. Moreover all gutters, formed by the raised edges for accomodating the cross beams are now protected against concrete clogging by the presence of the broader top flange of the longitudinal beam.
- the longitudinal beam 1 is supported at both ends by a drophead 2.
- the longitudinal beam 1 is at both ends provided with a recess fitting over a protrusion 13 on the drophead 2 thereby obtaining a required structural longitudinal strength.
- the dropheads 2 are fitted upon decking standards, stuts or props.
- Both the longitudinal beam 1 and the drophead 2 are provided on both sides with a supporting flange 3 for accomodating form panels 4.
- the supporting flanges 3 are provided with locking means 5.
- the longitudinal beam 1 and the drophead 2 are on both sides provided with a continuous raised edge 6.
- the cross beam 7 hooks down with its hook 8 behind the raised edge 6 giving thereby sufficient structural strength to the decking system.
- the cross beams 7 can be located at any desired position for supporting the form panel 14 most economically and also to take care of the structural joint between the longitudinal beams 1 and the cross beams 7.
- the longitudinal beam 1 and the drophead 2 are each provided with a top flange 9 and a top plate 10 which extend beyond the raised edges 6. This prevents as much as possible any leakage of concrete through the seam or joint 11 reaching the gutter 12. Moreover the circumferential panel edges are not obstructed by the raised edge 6.
- the longitudinal beam as described can be manufactured from aluminium by the extrusion process enabling easy handling by its low own weight. It may be clear however that although reference has been made in the description to a continuous raised edge 6, also a discontinuous raised edge could be used to establish sufficient structural strength between the longitudinal and cross beams respectively.
- the cross beams 7 are provided with recesses which enable their hooking down upon the raised edges 6; nevertheless the supporting flanges may also be provided with recesses or openings to replace the raised edge whereas the cross beams may be provided with protruding hooks or noses for hooking on.
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)
- Purification Treatments By Anaerobic Or Anaerobic And Aerobic Bacteria Or Animals (AREA)
- Floor Finish (AREA)
- Soil Working Implements (AREA)
- Transplanting Machines (AREA)
- Sowing (AREA)
- Preparation Of Compounds By Using Micro-Organisms (AREA)
- Catching Or Destruction (AREA)
Abstract
Description
- This invention relates to a decking system, comprising longitudinal beams and cross beams which, altogether with decking panels are supported by variable height support standards provided at their top with a drophead unit, wherein at least each drophead at its side facing a beam's end is provided with holding means and also each end of a beam being connectable to said drophead is provided with a hooking means enabling such interconnection. Present decking systems with dropheads distinguish between systems having beams and panels consisting of a frame with a nesting form panel and systems having longitudinal and cross beams respectively supporting form panels. In the latter systems the mutual distance between the cross beams can be chosen at will in order to adapt the distance of support of the form panel to the weight of the supported concrete and the structural strength of the form panel.
- This can simply take place by a structure enabling the cross beams to be hooked down upon a raised edge provided along both supporting flanges of the longitudinal beams. However such longitudinal beams are unsuitable for supporting panels because of the presence of the raised edge which constitutes a hindrance to the panel edges. Besides, this edge builds a kind of a gutter which is easily clogged by concrete leaking through the joint between a longitudinal beam and a form panel. While using the previously mentioned systems using panels, mostly such panels are hooked down Nith their edges upon projections being provided on the supporting flanges of the support beam.
- It is an object of the invention to obtain a decking system or formwork whereby the dropheads and the longitudinal beams can be used both for the support of form panels and also for the support of cross beams in connection with form panels, thereby restricting such previously mentioned disadvantage of concrete leakage as much as possible.
- According to the invention in a decking system a drophead for supporting said beam's end provision is made for one or more first accomodating means located between the center line of the drophead and the vertical projection of the external edge of the top plate of said drophead.
- According to the invention it is also preferred that each longitudinal beam on each one of its sides is provided with a supporting flange extending in a direction to the center line and beyond the vertical projection of the top edge of said longitudinal beam.
- According to the invention in a preferred decking system the supporting flanges of the longitudinal beams, enabling for support of the cross beams, are provided with second accomodating means located between the center line of the beam and the vertical projection of its upper edge.
- It is also advantageous if according to the invention in a decking system the second accomodating means are shaped as a raised edge upon which said cross beam ends can be hooked down.
- The longitudinal beam can be made from a profile on both sides being provided with a supporting flange having a raised edge and whereby these edges have a mutual distance which is less than the full width at the top side of the beam. Such edges may also be provided on the drophead thereby creating a continuous raised edge upon which the cross beams can be hooked down at will.
- The ends of the supporting flanges may be provided with protrusions for taking up form panels. The application of longitudinal beams and dropheads according to the invention now provides for the uniform use of both form panels and cross beams together with form sheets. Moreover all gutters, formed by the raised edges for accomodating the cross beams are now protected against concrete clogging by the presence of the broader top flange of the longitudinal beam.
- A preferred embodiment of the decking system of the invention will now be described.
- In the drawing:
- Fig. 1 is a perspective side view of a longitudinal beam supported at both ends upon a drophead;
- Fig. 2A is a perspective cross section of the decking system in Fig. 1 seen in the direction of arrow P;
- Fig. 2B is a perspective cross section according to the line A-A in Fig. 1 showing the support of the form panels upon the longitudinal beam;
- Fig. 3 is a perspective cross section of Fig. 1 in the direction of arrow P showing the support of a cross beam with form sheets upon the drophead;
- Fig. 3B is a perspective cross section according to the line A-A in Fig. 1 showing the support of a cross beam and form sheet upon a longitudinal beam.
- According to Fig. 1-3B the
longitudinal beam 1 is supported at both ends by a drophead 2. Thelongitudinal beam 1 is at both ends provided with a recess fitting over aprotrusion 13 on the drophead 2 thereby obtaining a required structural longitudinal strength. The dropheads 2 are fitted upon decking standards, stuts or props. Both thelongitudinal beam 1 and the drophead 2 are provided on both sides with a supporting flange 3 for accomodating form panels 4. - To prevent slipping off of the
panels 14 and for improving the required structural strength between panels 4 andbeams 1 the supporting flanges 3 are provided with locking means 5. Thelongitudinal beam 1 and the drophead 2 are on both sides provided with a continuous raised edge 6. Thecross beam 7 hooks down with itshook 8 behind the raised edge 6 giving thereby sufficient structural strength to the decking system. - Since the raised edge 6 runs in a continuous way along the entire length, the
cross beams 7 can be located at any desired position for supporting theform panel 14 most economically and also to take care of the structural joint between thelongitudinal beams 1 and thecross beams 7. - The
longitudinal beam 1 and the drophead 2 are each provided with a top flange 9 and a top plate 10 which extend beyond the raised edges 6. This prevents as much as possible any leakage of concrete through the seam orjoint 11 reaching thegutter 12. Moreover the circumferential panel edges are not obstructed by the raised edge 6. - The longitudinal beam as described can be manufactured from aluminium by the extrusion process enabling easy handling by its low own weight. It may be clear however that although reference has been made in the description to a continuous raised edge 6, also a discontinuous raised edge could be used to establish sufficient structural strength between the longitudinal and cross beams respectively.
- In the embodiments as described the
cross beams 7 are provided with recesses which enable their hooking down upon the raised edges 6; nevertheless the supporting flanges may also be provided with recesses or openings to replace the raised edge whereas the cross beams may be provided with protruding hooks or noses for hooking on. - Insofar as in the foregoing description reference is made to protrusions, it will be understood that any other device may be adopted causing a similar function to unite and thereby lock elements of structural systems for working loads as will be generally applicable for decking systems.
Claims (6)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| AT86202129T ATE78890T1 (en) | 1985-12-02 | 1986-12-01 | FLOOR SYSTEM. |
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| NL8503323 | 1985-12-02 | ||
| NL8503323A NL192993C (en) | 1985-12-02 | 1985-12-02 | Formwork system. |
Publications (3)
| Publication Number | Publication Date |
|---|---|
| EP0227151A2 true EP0227151A2 (en) | 1987-07-01 |
| EP0227151A3 EP0227151A3 (en) | 1988-12-28 |
| EP0227151B1 EP0227151B1 (en) | 1992-07-29 |
Family
ID=19846951
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| EP86202129A Expired EP0227151B1 (en) | 1985-12-02 | 1986-12-01 | Decking system |
Country Status (4)
| Country | Link |
|---|---|
| EP (1) | EP0227151B1 (en) |
| AT (1) | ATE78890T1 (en) |
| DE (1) | DE3686246T2 (en) |
| NL (1) | NL192993C (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0345902A3 (en) * | 1988-06-08 | 1990-01-31 | Beleggingsmaatschappij Bouwmaterieel Europa B.V. | Support system for the form plates or panels of a concrete flooring which has to be cast |
| ES2192950A1 (en) * | 2000-06-12 | 2003-10-16 | Sistemas Tecn Encofrados Sa | Improvements to the aim of main Patent no. 200001467 for: Perfection of recoverable floor formwork. |
| ES2269006A1 (en) * | 2006-07-28 | 2007-03-16 | Ingenieria De Encofrados Y Servicios, S.L. | Floor plank has salient hooks disposed on upper part of lateral or side face of each beam to receive ends of plank panels |
| KR100792735B1 (en) * | 2006-05-12 | 2008-01-08 | 안종식 | Formwork supporting structure |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE102015000832A1 (en) * | 2015-01-27 | 2016-07-28 | Ulrich Herbstritt | Mounting device for floor structures with mounting frame and floor construction |
| CN107217839A (en) * | 2017-07-27 | 2017-09-29 | 安徽建工集团有限公司 | Cast-in-situ concrete beam plate form bracing system and its construction method |
Family Cites Families (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR1406027A (en) * | 1964-05-26 | 1965-07-16 | standard shoring with connector of joists with adjustment device, progressive unbalancing and automatic shoring | |
| GB1462486A (en) * | 1973-09-15 | 1977-01-26 | Sgb Group Ltd | System for supporting shuttering |
| GB1483667A (en) * | 1974-08-05 | 1977-08-24 | Maier J | Shuttering |
| NO801984L (en) * | 1979-07-14 | 1981-01-15 | Sgb Group Ltd | DEVELOPING SYSTEM DEVICE. |
-
1985
- 1985-12-02 NL NL8503323A patent/NL192993C/en not_active IP Right Cessation
-
1986
- 1986-12-01 EP EP86202129A patent/EP0227151B1/en not_active Expired
- 1986-12-01 AT AT86202129T patent/ATE78890T1/en active
- 1986-12-01 DE DE8686202129T patent/DE3686246T2/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0345902A3 (en) * | 1988-06-08 | 1990-01-31 | Beleggingsmaatschappij Bouwmaterieel Europa B.V. | Support system for the form plates or panels of a concrete flooring which has to be cast |
| ES2192950A1 (en) * | 2000-06-12 | 2003-10-16 | Sistemas Tecn Encofrados Sa | Improvements to the aim of main Patent no. 200001467 for: Perfection of recoverable floor formwork. |
| KR100792735B1 (en) * | 2006-05-12 | 2008-01-08 | 안종식 | Formwork supporting structure |
| ES2269006A1 (en) * | 2006-07-28 | 2007-03-16 | Ingenieria De Encofrados Y Servicios, S.L. | Floor plank has salient hooks disposed on upper part of lateral or side face of each beam to receive ends of plank panels |
| ES2269006B1 (en) * | 2006-07-28 | 2007-10-16 | Ingenieria De Encofrados Y Servicios, S.L. | "FORMWORK FOR FLOORS". |
Also Published As
| Publication number | Publication date |
|---|---|
| EP0227151A3 (en) | 1988-12-28 |
| NL192993C (en) | 1998-07-03 |
| DE3686246T2 (en) | 1993-04-15 |
| ATE78890T1 (en) | 1992-08-15 |
| NL8503323A (en) | 1987-07-01 |
| EP0227151B1 (en) | 1992-07-29 |
| NL192993B (en) | 1998-03-02 |
| DE3686246D1 (en) | 1992-09-03 |
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