EP2080853A1 - Stabilizing receiving member for temporary structures - Google Patents
Stabilizing receiving member for temporary structures Download PDFInfo
- Publication number
- EP2080853A1 EP2080853A1 EP08075046A EP08075046A EP2080853A1 EP 2080853 A1 EP2080853 A1 EP 2080853A1 EP 08075046 A EP08075046 A EP 08075046A EP 08075046 A EP08075046 A EP 08075046A EP 2080853 A1 EP2080853 A1 EP 2080853A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- receiving member
- main beams
- supporting structure
- member according
- posts
- 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- Withdrawn
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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
- E04G11/483—Supporting heads
-
- 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
Definitions
- the invention relates to a receiving member for bearing or supporting the main beams positioned on the top of a temporary supporting structure adjustable in height.
- supporting structures For casting concrete plates and floors on formworks in building constructions, one mostly employs supporting structures, which are mostly built into spatial structures.
- the spatial structures are mostly formed by metal scaffolding parts, designed as posts, coupling pipes and diagonal pipes, and further main beams for direct support of the formwork with the usual connecting and adjusting possibilities.
- the top surface of the supporting structure, to wit the main beams, should be adjustable in height to allow usage for any height.
- the height adjustment is achieved with posts designed as an inner pipe, which is vertically adjustable within an outer pipe of the post by a screw spindle structure.
- the main beams extend across several points of support, to wit the posts.
- main beams are to be mounted at a given height and after setting of the concrete surface, these must be removed from underneath the surface or the formwork by hand, said main beams are mostly embodied in (extruded) aluminium.
- Main beams extending across several points of support affect the loads arising on the posts as a result of the occurrence of bending moments in said beams above said points of support. This provides an unequal bearing force distribution in the posts and due to that, the points of support or posts across which the main beams extend, will have to be dimensioned for said heavier loads.
- a further disadvantage of the continuous main beams, which are generally not reinforced at their extremities, is that the extremities can easily get damaged, which may lead to an unfavourable direction of forces into the supporting structure.
- the object of the present invention is to provide a modified and improved temporary supporting structure that does not have the above-mentioned disadvantages and can be put onto the market in an economically sound way.
- a stabilizing receiving member is incorporated in the temporary supporting structure in an inventive way, characterized in that said receiving structure is provided with means for bearing and centring adapted head ends of main beams with provisions having been made for interconnecting and stabilizing the top plane of said supporting structure.
- the advantage is that the top plane of the temporary supporting structure forms a very stable surface underneath the formwork.
- the receiving member according to the invention is developed further in such a way, that said adapted head ends of the main beams are bevelled and can be retained between V-shaped upstanding wings of said supporting structure.
- the advantage is that the head ends will bear on the receiving member in a stable way.
- the receiving member according to the invention is developed further in such a way, that said retaining facility has been established by a retaining cam with a corresponding recess in the bottom side of the bevelled head ends of main beams, so that a centric connection can be achieved.
- the receiving member according to the invention is developed further in such a way, that said facilities for mounting said interconnecting means are brackets welded to the V-shaped raised wings, a connecting lip being provided at the extremities of the interconnecting rods gripping over them.
- the advantage is that a properly stabilizing structure of the top surface of the temporary supporting structure has been obtained.
- Figure 1A shows a vertical longitudinal section of the top side of a temporary supporting structure 1 as employed at the moment (state of the art), in which figure 1B shows a vertical cross-section thereof.
- the upper vertical posts 4 are embodied as outer pipes 3 provided with screw spindle 5 with inner pipe 6 for height adjustment of the main beams 7 having the usual formwork carriers 8 with the formwork parts 9 thereon.
- the main beams 7 continue across at least one post 4, thus causing the post 4 across which main beam 7 extends to withstand a higher vertical bearing force.
- the vertical posts 4 should be interconnected and strutted for reasons of stability. In the known construction according to the figures 1A and 1B this takes place with the interconnecting bars 10 and 11 and the diagonal bars 12 and 13.
- interconnecting by means of interconnecting bars 10 and 11 and strutting by means of diagonal bars 12 does not occur at the level of the main beams 7, due to which stabilizing the supporting structure 1 in relation to horizontal forces is less effective and may lead to unstable situations.
- Figures 2A and 2B illustrate the same vertical cross-sections of a supporting structure 1 provided with the receiving member 14 according to a preferred embodiment of the invention. See also figures 3 , 4 and 5 .
- the receiving member 14 is inserted in the inner pipe 6 of the vertical post 4 by a short piece of pipe 15 (see figures 4 and 5 ).
- FIG. 5 shows receiving member 14 according to a preferred embodiment of the invention in a perspective view.
- a head plate 16 is welded to said short pipe 15 and an I-shaped profile 17 having V-shaped wings 18 and a body 19 is welded to said head plate.
- Brackets 20 are welded to said V-shaped wings 18 for (torsionally stiff) connecting lip 21 of the interconnecting bars 22 to them.
- a diagonal bar 30 can be connected in the way indicated.
- a facility is mounted for tension stiff support of bevelled adapted head ends 23 of the adapted main beams 23, said facility gripping behind retaining cam 26.
- a bolt (not illustrated) can secure head plate 16 to the head plate 27 of the inner pipe 6 of the post 4, to which end the slots 28 and 29 have been provided.
- Figures 3 and 4 illustrate receiving member 14 in a mounted state ( figure 3 ) and in exploded view ( figure 4 ).
- the bevelled head ends 23 are provided with reinforcing strips 31.
- the adapted main beams 24 extend from receiving member 14 to receiving member 14 and are therefore girders on points of support at both extremities (statically determined).
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- 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)
Abstract
Description
- The invention relates to a receiving member for bearing or supporting the main beams positioned on the top of a temporary supporting structure adjustable in height.
- For casting concrete plates and floors on formworks in building constructions, one mostly employs supporting structures, which are mostly built into spatial structures. The spatial structures are mostly formed by metal scaffolding parts, designed as posts, coupling pipes and diagonal pipes, and further main beams for direct support of the formwork with the usual connecting and adjusting possibilities. The top surface of the supporting structure, to wit the main beams, should be adjustable in height to allow usage for any height. The height adjustment is achieved with posts designed as an inner pipe, which is vertically adjustable within an outer pipe of the post by a screw spindle structure.
- When the telescoping length of the inner pipe with screw spindle structure increases, there will be an increasing need for interconnecting and strutting, respectively, of the top of the inner pipe and the support of said main beam, respectively. This is structurally necessary to discharge horizontal forces from the formwork to the base of the supporting structure, said forces being caused by wind load and possible oblique positioning of said posts.
- In practice, it is common use that the main beams extend across several points of support, to wit the posts.
- Since the main beams are to be mounted at a given height and after setting of the concrete surface, these must be removed from underneath the surface or the formwork by hand, said main beams are mostly embodied in (extruded) aluminium.
- Main beams extending across several points of support affect the loads arising on the posts as a result of the occurrence of bending moments in said beams above said points of support. This provides an unequal bearing force distribution in the posts and due to that, the points of support or posts across which the main beams extend, will have to be dimensioned for said heavier loads.
- A further disadvantage of the continuous main beams, which are generally not reinforced at their extremities, is that the extremities can easily get damaged, which may lead to an unfavourable direction of forces into the supporting structure.
- The above shows that the known supporting structures have a number of disadvantages.
- The object of the present invention is to provide a modified and improved temporary supporting structure that does not have the above-mentioned disadvantages and can be put onto the market in an economically sound way.
- To this end, a stabilizing receiving member according to the invention is incorporated in the temporary supporting structure in an inventive way, characterized in that said receiving structure is provided with means for bearing and centring adapted head ends of main beams with provisions having been made for interconnecting and stabilizing the top plane of said supporting structure.
- The advantage is that the top plane of the temporary supporting structure forms a very stable surface underneath the formwork.
- Further, the receiving member according to the invention is developed further in such a way, that said adapted head ends of the main beams are bevelled and can be retained between V-shaped upstanding wings of said supporting structure.
- The advantage is that the head ends will bear on the receiving member in a stable way.
- Then, the receiving member according to the invention is developed further in such a way, that said retaining facility has been established by a retaining cam with a corresponding recess in the bottom side of the bevelled head ends of main beams, so that a centric connection can be achieved.
- Further, the receiving member according to the invention is developed further in such a way, that said facilities for mounting said interconnecting means are brackets welded to the V-shaped raised wings, a connecting lip being provided at the extremities of the interconnecting rods gripping over them.
- The advantage is that a properly stabilizing structure of the top surface of the temporary supporting structure has been obtained.
- Hereinafter, the invention is explained further by way of a preferred embodiment, shown in the drawing. There
-
fig. 1A shows a vertical longitudinal section through the top side of a temporary supporting structure according to the state of the art; -
fig. 1B shows a vertical cross-section of the top of a temporary supporting structure according to the state of the art; -
fig. 2A a vertical longitudinal section of the upper side of a temporary supporting structure with the receiving member according to the invention; -
fig. 2B a vertical cross-section of the upper side of a temporary supporting structure according to the invention; -
fig. 3 a perspective view of the receiving member a. o. according to the invention, in a mounted state; -
fig. 4 a perspective view of the receiving member a. o. in an exploded view according to the invention; and -
fig. 5 a perspective view of the receiving member according to a preferred embodiment of the invention. -
Figure 1A shows a vertical longitudinal section of the top side of a temporary supportingstructure 1 as employed at the moment (state of the art), in whichfigure 1B shows a vertical cross-section thereof. The uppervertical posts 4 are embodied asouter pipes 3 provided withscrew spindle 5 withinner pipe 6 for height adjustment of themain beams 7 having theusual formwork carriers 8 with theformwork parts 9 thereon. - According to the state of the art, the
main beams 7 continue across at least onepost 4, thus causing thepost 4 across whichmain beam 7 extends to withstand a higher vertical bearing force. This leads to unequal loads on thevertical posts 4, which may give rise to undesirable situations. Further, thevertical posts 4 should be interconnected and strutted for reasons of stability. In the known construction according to thefigures 1A and 1B this takes place with theinterconnecting bars diagonal bars figures 1A and 1B , interconnecting by means of interconnectingbars diagonal bars 12 does not occur at the level of themain beams 7, due to which stabilizing the supportingstructure 1 in relation to horizontal forces is less effective and may lead to unstable situations. -
Figures 2A and 2B illustrate the same vertical cross-sections of a supportingstructure 1 provided with the receivingmember 14 according to a preferred embodiment of the invention. See alsofigures 3 ,4 and5 . - The
receiving member 14 is inserted in theinner pipe 6 of thevertical post 4 by a short piece of pipe 15 (seefigures 4 and5 ). -
Figure 5 shows receivingmember 14 according to a preferred embodiment of the invention in a perspective view. Ahead plate 16 is welded to saidshort pipe 15 and an I-shapedprofile 17 having V-shaped wings 18 and abody 19 is welded to said head plate.Brackets 20 are welded to said V-shaped wings 18 for (torsionally stiff) connectinglip 21 of the interconnectingbars 22 to them. Again, adiagonal bar 30 can be connected in the way indicated. In a slot ofmain beams 24, near the head ends 23 a facility is mounted for tension stiff support of bevelled adaptedhead ends 23 of the adaptedmain beams 23, said facility gripping behind retainingcam 26. - Further, a bolt (not illustrated) can secure
head plate 16 to thehead plate 27 of theinner pipe 6 of thepost 4, to which end theslots -
Figures 3 and4 illustrate receivingmember 14 in a mounted state (figure 3 ) and in exploded view (figure 4 ). For protecting the adaptedmain beams 24 from falling during mounting and demounting, thebevelled head ends 23 are provided with reinforcingstrips 31. - The adapted
main beams 24 extend from receivingmember 14 to receivingmember 14 and are therefore girders on points of support at both extremities (statically determined). - Further, it will be obvious, that a preferred embodiment of the invention has been described above and that many modifications and the like are possible without departing from the protective scope of this patent application.
Claims (6)
- Receiving member for bearing or supporting the main beams (24) positioned on the top of a height-adjustable, mostly temporary supporting structure (1), characterized in that said receiving member (14) is provided with means for bearing and centring the main beams (24) with adapted head ends (23) and in which facilities for interconnecting and stabilizing the top surface of said supporting structure (1) are provided.
- Receiving member according to claim 1, characterized in that said adapted head ends (23) of the main beams (24) are bevelled and can be retained between V-shaped raised wings (18) of said receiving member (14).
- Receiving member according to claim 2, characterized in that it is provided with a retaining cam (26) for centring the main beams (24) in relation to the posts (4).
- Receiving member according to claim 1, characterized in that said facilities for mounting interconnection connecting means are brackets (20) welded to the V-shaped raised wings (18).
- Receiving member according to claims 1 - 3, characterized in that said main beams (24) are extruded and manufactured of aluminium in the conventional way, in which said bevelled head ends (23) are provided with reinforcing members (31).
- Receiving member according to claim 3, characterized in that said main beams (24) are provided with a member engaging behind the retaining cam (26) such that the main beams (24) are interconnected with tension fixed in longitudinal direction.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP08075046A EP2080853A1 (en) | 2008-01-17 | 2008-01-17 | Stabilizing receiving member for temporary structures |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
EP08075046A EP2080853A1 (en) | 2008-01-17 | 2008-01-17 | Stabilizing receiving member for temporary structures |
Publications (1)
Publication Number | Publication Date |
---|---|
EP2080853A1 true EP2080853A1 (en) | 2009-07-22 |
Family
ID=39537073
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP08075046A Withdrawn EP2080853A1 (en) | 2008-01-17 | 2008-01-17 | Stabilizing receiving member for temporary structures |
Country Status (1)
Country | Link |
---|---|
EP (1) | EP2080853A1 (en) |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105715048A (en) * | 2016-03-24 | 2016-06-29 | 广州市艺达机械有限公司 | Early-dismounting beam connecting device for aluminum template |
WO2020048451A1 (en) * | 2018-09-04 | 2020-03-12 | 庄善行 | Height-adjustable support and support device using same |
EP3719236A1 (en) * | 2019-04-03 | 2020-10-07 | DOKA GmbH | Formwork support, support device and ceiling formwork |
CN112962960A (en) * | 2021-02-09 | 2021-06-15 | 广西建工集团第三建筑工程有限责任公司 | Early formwork stripping support system of coincide floor rigid coupling independent stay |
CN114263343A (en) * | 2022-01-28 | 2022-04-01 | 中建八局第二建设有限公司 | Formwork erecting method for combined building construction |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE3147081A1 (en) * | 1981-05-30 | 1982-12-30 | Udo 4836 Herzebrock Rose | Supporting framework for concrete shutterings |
DE4204788A1 (en) * | 1992-02-18 | 1993-08-26 | Peri Gmbh | Head support for ceiling shuttering parts - has retainers for shuttering parts and supports arranged to form uniform shuttering face |
DE4304438A1 (en) * | 1993-02-13 | 1994-08-18 | Peri Gmbh | Wooden flanged beam |
US5614122A (en) * | 1993-02-20 | 1997-03-25 | Peri Gmbh | Ceiling form |
DE102006015348A1 (en) * | 2006-04-03 | 2007-10-04 | Peri Gmbh | Floor slab formwork system has multiple formwork element, and head of vertical support has anti-lift safety device fixes bearing of form work element in vertical direction |
-
2008
- 2008-01-17 EP EP08075046A patent/EP2080853A1/en not_active Withdrawn
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE3147081A1 (en) * | 1981-05-30 | 1982-12-30 | Udo 4836 Herzebrock Rose | Supporting framework for concrete shutterings |
DE4204788A1 (en) * | 1992-02-18 | 1993-08-26 | Peri Gmbh | Head support for ceiling shuttering parts - has retainers for shuttering parts and supports arranged to form uniform shuttering face |
DE4304438A1 (en) * | 1993-02-13 | 1994-08-18 | Peri Gmbh | Wooden flanged beam |
US5614122A (en) * | 1993-02-20 | 1997-03-25 | Peri Gmbh | Ceiling form |
DE102006015348A1 (en) * | 2006-04-03 | 2007-10-04 | Peri Gmbh | Floor slab formwork system has multiple formwork element, and head of vertical support has anti-lift safety device fixes bearing of form work element in vertical direction |
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105715048A (en) * | 2016-03-24 | 2016-06-29 | 广州市艺达机械有限公司 | Early-dismounting beam connecting device for aluminum template |
CN105715048B (en) * | 2016-03-24 | 2018-01-19 | 广州市艺达机械有限公司 | Aluminum alloy pattern plate early tears beam joint device open |
WO2020048451A1 (en) * | 2018-09-04 | 2020-03-12 | 庄善行 | Height-adjustable support and support device using same |
EP3719236A1 (en) * | 2019-04-03 | 2020-10-07 | DOKA GmbH | Formwork support, support device and ceiling formwork |
CN112962960A (en) * | 2021-02-09 | 2021-06-15 | 广西建工集团第三建筑工程有限责任公司 | Early formwork stripping support system of coincide floor rigid coupling independent stay |
CN114263343A (en) * | 2022-01-28 | 2022-04-01 | 中建八局第二建设有限公司 | Formwork erecting method for combined building construction |
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