EP0466631A1 - Support structure of adjustable height - Google Patents
Support structure of adjustable height Download PDFInfo
- Publication number
- EP0466631A1 EP0466631A1 EP91500072A EP91500072A EP0466631A1 EP 0466631 A1 EP0466631 A1 EP 0466631A1 EP 91500072 A EP91500072 A EP 91500072A EP 91500072 A EP91500072 A EP 91500072A EP 0466631 A1 EP0466631 A1 EP 0466631A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- uprights
- crosspiece
- structural element
- adjustable height
- support
- 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- Withdrawn
Links
Images
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
-
- 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
- E04G1/14—Comprising essentially pre-assembled two-dimensional frame-like elements, e.g. of rods in L- or H-shape, with or without bracing
Definitions
- the present invention refers to a support structure of adjustable height, particularly appropriate for use in the support of scaffolding and other similar applications.
- Said structure is of the type composed by a plurality of structural elements of adjustable height, which elements comprise two uprights joined together by at least one crosspiece, and which further comprises at least one upper support of adjustable height, and it is characterised in that it includes, in addition to the conventional structural elements formed by two uprights and a plurality of crosspieces, a structural element in the form of a triangular arch, which includes one single crosspiece, the two uprights of said structural element extending beyond the crosspiece forming two arms which converge forming between them an apex or vertex in which the support of variable height is connected.
- the structural element in the form of a triangular arch comprises a central column which is fixed between said vertex and the crosspiece.
- the structure includes some sleeves fixed to the uprights of a conventional structure, in which are attached the vertical uprights of the bar bent in the form of a triangular arch.
- figure 1 is a view in frontal elevation of the structural element in the form of a triangular arch
- figure 2 is a view in frontal elevation of a conventional structural element
- figure 3 is an enlarged detail in perspective showing the coupling between the structural element in the form of a triangular arch and the conventional structural element
- figure 4 is a perspective view of an example of the assembly of the structure in question.
- the structural element -1- in the form of a triangular arch comprises two inclined portions -2- converging in an apex -14- next to the upper end of a central bar -3-, provided with a support -4- of adjustable height, of a conventional type.
- the portions -2- extend into lower elbow bends -5- from which are formed two uprights -6- of small height, these struts -6- being provided with a shoulder or stop -7- whose purpose will be outlined below.
- the uprights -6- are connected together by an horizontal crosspiece -8- whose central part is joined to the lower end of the central bar -3-.
- the structure is completed by supporting rings or lateral collars -9- joined to some uprights -10- of structures of general reference -11-, of a known type, provided at the upper ends with conventional supports -12- of adjustable height.
- the arch shaped structural element -1- is intended to link the upper part of conventional structural elements -11- (figure 4), this connection being achieved by introducing the uprights -6- in the supporting rings -9- as far as the stop -7-. In this way, between the supports of adjustable height -12- of the conventional structural elements -11- are positioned the additional intermediate supports -4- of the structural elements -1-.
- structural element -1- In addition to increasing the points of support of the assembly of interconnected structural elements, structural element -1- enables the number of conventional structural elements -11- to be reduced.
- the described structural element in the form of a triangular arch may be used as one component among others in support structures for formwork, with the possibility of removing it from the assembly once the first stage of hardening of the concrete has taken place, and in this way made available for further use in another structure.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Rod-Shaped Construction Members (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
It comprises a plurality of structural elements (11) of adjustable height, which comprise two uprights (10) joined together by at least one crosspiece (8), and at least one upper support (4) of adjustable height, and is characterised in that it further comprises a structural element (1) in the form of a triangular arch, which includes one single crosspiece (8), the two uprights (6) of said structural element extending beyond the crosspiece (8) forming two arms (2) which converge forming between them an apex or vertex in which the support (4) of variable height is connected.
Said structural element (1) in the form of a triangular arch comprises a central column (3) which is fixed between said vertex and the crosspiece (8).
Description
- The present invention refers to a support structure of adjustable height, particularly appropriate for use in the support of scaffolding and other similar applications.
- There are known metallic structures for forming scaffolding which basically consist, like a ladder, of two components, which are pairs of vertical uprights joined one to the other by crosspieces at differing heights. These components are connected together using braces. It is normal practice that the components located in the upper part of the structure are provided with some means for adjusting their height.
- Practice has demonstrated that these structures have certain disadvantages in relation to the said means which allow the adjustment of the upper part of the structure, and which are normally required to support a plat-form. In fact, when the weight to be supported by the structure is considerable, it is necessary to increase the number of components used with the consequent disadvantages that this entails in relation to the cost of the structure and the number of operations required for erecting and dismantling it.
- It is in order to simplify this type of structure, and thus reduce the number of components required without diminishing its capacity for resistance, that the structure which is the object of this invention has been devised.
- Said structure is of the type composed by a plurality of structural elements of adjustable height, which elements comprise two uprights joined together by at least one crosspiece, and which further comprises at least one upper support of adjustable height, and it is characterised in that it includes, in addition to the conventional structural elements formed by two uprights and a plurality of crosspieces, a structural element in the form of a triangular arch, which includes one single crosspiece, the two uprights of said structural element extending beyond the crosspiece forming two arms which converge forming between them an apex or vertex in which the support of variable height is connected.
- Advantegeously, the structural element in the form of a triangular arch comprises a central column which is fixed between said vertex and the crosspiece.
- Additionally the structure includes some sleeves fixed to the uprights of a conventional structure, in which are attached the vertical uprights of the bar bent in the form of a triangular arch.
- For an improved understanding of what is described in the present outline, it is accompanied by a number of drawings in which, by way of example only, there is shown a practical case of a possible embodiment of the structure.
- In said drawings, figure 1 is a view in frontal elevation of the structural element in the form of a triangular arch; figure 2 is a view in frontal elevation of a conventional structural element; figure 3 is an enlarged detail in perspective showing the coupling between the structural element in the form of a triangular arch and the conventional structural element; and figure 4 is a perspective view of an example of the assembly of the structure in question.
- The structural element -1- in the form of a triangular arch comprises two inclined portions -2- converging in an apex -14- next to the upper end of a central bar -3-, provided with a support -4- of adjustable height, of a conventional type.
- The portions -2- extend into lower elbow bends -5- from which are formed two uprights -6- of small height, these struts -6- being provided with a shoulder or stop -7- whose purpose will be outlined below.
- The uprights -6- are connected together by an horizontal crosspiece -8- whose central part is joined to the lower end of the central bar -3-.
- The structure is completed by supporting rings or lateral collars -9- joined to some uprights -10- of structures of general reference -11-, of a known type, provided at the upper ends with conventional supports -12- of adjustable height.
- In said structural elements -11-, the uprights -6- are joined together by crosspieces -13-.
- From everything which has so far been described it is obvious that the arch shaped structural element -1-, is intended to link the upper part of conventional structural elements -11- (figure 4), this connection being achieved by introducing the uprights -6- in the supporting rings -9- as far as the stop -7-. In this way, between the supports of adjustable height -12- of the conventional structural elements -11- are positioned the additional intermediate supports -4- of the structural elements -1-.
- Thanks to this additional structural element, there is an increase in the support points for the assembly and a more equal distribution is obtained of the forces which act on the general structure, which might be, for example, a scaffold, since the said forces are distributed through the inclined portions -2- and from these pass to the uprights -10- of the structures -11-.
- In addition to increasing the points of support of the assembly of interconnected structural elements, structural element -1- enables the number of conventional structural elements -11- to be reduced.
- The described structural element in the form of a triangular arch may be used as one component among others in support structures for formwork, with the possibility of removing it from the assembly once the first stage of hardening of the concrete has taken place, and in this way made available for further use in another structure.
Claims (3)
- A support structure of adjustable height which is composed by a plurality of structural elements of adjustable height, which elements comprise two uprights joined together by at least one crosspiece, and further comprises at least one upper support of adjustable height, characterised in that it includes, in addition to the conventional structural elements (11) formed by two uprights (10) and a plurality of crosspieces (13), a structural element (1) in the form of a triangular arch, which includes one single crosspiece (8), the two uprights (6) of said structural element extending beyond the crosspiece (8) forming two arms (2) which converge forming between them an apex or vertex (14) in which the support (4) of variable height is connected.
- A support structure according to claim 1, characterised in that the structural element (1) in the form of a triangular arch comprises a central column (3) which is fixed between said vertex (14) and the crosspiece (8).
- A support structure according to claim 1, characterised in that it comprises supporting rings (9) which are fixed to the uprights of the conventional structure (11), into which supporting rings the uprights of the structural element (1) in the form of a triangular arch are coupled.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
ES9002185U ES1014717Y (en) | 1990-07-09 | 1990-07-09 | ADJUSTABLE HEIGHT SUPPORT STRUCTURE. |
ES9002185 | 1990-07-09 |
Publications (1)
Publication Number | Publication Date |
---|---|
EP0466631A1 true EP0466631A1 (en) | 1992-01-15 |
Family
ID=8268567
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP91500072A Withdrawn EP0466631A1 (en) | 1990-07-09 | 1991-07-03 | Support structure of adjustable height |
Country Status (3)
Country | Link |
---|---|
EP (1) | EP0466631A1 (en) |
ES (1) | ES1014717Y (en) |
PT (1) | PT8313U (en) |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2153591A5 (en) * | 1971-09-16 | 1973-05-04 | Mills Echafaudages Tubul | |
GB1534870A (en) * | 1976-08-17 | 1978-12-06 | Kwikform Ltd | Supporting structures for shuttering |
-
1990
- 1990-07-09 ES ES9002185U patent/ES1014717Y/en not_active Expired - Lifetime
-
1991
- 1991-07-03 EP EP91500072A patent/EP0466631A1/en not_active Withdrawn
- 1991-07-08 PT PT831391U patent/PT8313U/en not_active IP Right Cessation
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2153591A5 (en) * | 1971-09-16 | 1973-05-04 | Mills Echafaudages Tubul | |
GB1534870A (en) * | 1976-08-17 | 1978-12-06 | Kwikform Ltd | Supporting structures for shuttering |
Also Published As
Publication number | Publication date |
---|---|
PT8313U (en) | 1993-12-31 |
ES1014717Y (en) | 1992-01-01 |
PT8313T (en) | 1992-03-31 |
ES1014717U (en) | 1991-06-16 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
PUAI | Public reference made under article 153(3) epc to a published international application that has entered the european phase |
Free format text: ORIGINAL CODE: 0009012 |
|
AK | Designated contracting states |
Kind code of ref document: A1 Designated state(s): DE FR GR IT |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: THE APPLICATION IS DEEMED TO BE WITHDRAWN |
|
18D | Application deemed to be withdrawn |
Effective date: 19920716 |