EP3867455A1 - Mauerblock, sortiment von mauerblöcken und schalung zum herstellen eines mauerblocks - Google Patents
Mauerblock, sortiment von mauerblöcken und schalung zum herstellen eines mauerblocksInfo
- Publication number
- EP3867455A1 EP3867455A1 EP19791182.9A EP19791182A EP3867455A1 EP 3867455 A1 EP3867455 A1 EP 3867455A1 EP 19791182 A EP19791182 A EP 19791182A EP 3867455 A1 EP3867455 A1 EP 3867455A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- wall
- wall block
- block
- face
- blocks
- 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
Links
- 238000009415 formwork Methods 0.000 title claims description 102
- 239000000463 material Substances 0.000 claims abstract description 39
- 230000007704 transition Effects 0.000 claims abstract description 21
- 239000002969 artificial stone Substances 0.000 claims abstract description 16
- 230000000295 complement effect Effects 0.000 claims abstract description 9
- 239000004567 concrete Substances 0.000 claims description 30
- 239000011449 brick Substances 0.000 claims description 12
- 230000005540 biological transmission Effects 0.000 claims description 9
- 230000002093 peripheral effect Effects 0.000 claims description 4
- 230000000712 assembly Effects 0.000 claims description 3
- 238000000429 assembly Methods 0.000 claims description 3
- 230000037431 insertion Effects 0.000 claims 3
- 238000003780 insertion Methods 0.000 claims 3
- 239000004570 mortar (masonry) Substances 0.000 description 12
- 238000013461 design Methods 0.000 description 10
- 230000003014 reinforcing effect Effects 0.000 description 9
- 238000004519 manufacturing process Methods 0.000 description 8
- 230000002787 reinforcement Effects 0.000 description 6
- 238000010276 construction Methods 0.000 description 5
- 239000004575 stone Substances 0.000 description 5
- 230000009969 flowable effect Effects 0.000 description 3
- 238000009413 insulation Methods 0.000 description 3
- 239000002184 metal Substances 0.000 description 3
- 239000004033 plastic Substances 0.000 description 3
- 238000007493 shaping process Methods 0.000 description 3
- 238000013459 approach Methods 0.000 description 2
- 239000004927 clay Substances 0.000 description 2
- 230000007423 decrease Effects 0.000 description 2
- 230000002349 favourable effect Effects 0.000 description 2
- 239000000945 filler Substances 0.000 description 2
- 230000002265 prevention Effects 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- 239000004576 sand Substances 0.000 description 2
- 235000010627 Phaseolus vulgaris Nutrition 0.000 description 1
- 244000046052 Phaseolus vulgaris Species 0.000 description 1
- 229910000746 Structural steel Inorganic materials 0.000 description 1
- 239000011455 calcium-silicate brick Substances 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 229920000876 geopolymer Polymers 0.000 description 1
- 238000005338 heat storage Methods 0.000 description 1
- 230000010354 integration Effects 0.000 description 1
- 230000013011 mating Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000005192 partition Methods 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 238000012549 training Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/20—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of concrete or other stone-like material, e.g. with reinforcements or tensioning members
- E04C3/22—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of concrete or other stone-like material, e.g. with reinforcements or tensioning members built-up by elements jointed in line
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
- E04B2/14—Walls having cavities in, but not between, the elements, i.e. each cavity being enclosed by at least four sides forming part of one single element
- E04B2/16—Walls having cavities in, but not between, the elements, i.e. each cavity being enclosed by at least four sides forming part of one single element using elements having specially-designed means for stabilising the position
- E04B2/18—Walls having cavities in, but not between, the elements, i.e. each cavity being enclosed by at least four sides forming part of one single element using elements having specially-designed means for stabilising the position by interlocking of projections or inserts with indentations, e.g. of tongues, grooves, dovetails
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/0002—Auxiliary parts or elements of the mould
- B28B7/0014—Fastening means for mould parts, e.g. for attaching mould walls on mould tables; Mould clamps
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/02—Moulds with adjustable parts specially for modifying at will the dimensions or form of the moulded article
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
- E04B2002/0202—Details of connections
- E04B2002/0204—Non-undercut connections, e.g. tongue and groove connections
- E04B2002/0213—Non-undercut connections, e.g. tongue and groove connections of round shape
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
- E04B2002/0202—Details of connections
- E04B2002/0204—Non-undercut connections, e.g. tongue and groove connections
- E04B2002/0215—Non-undercut connections, e.g. tongue and groove connections with separate protrusions
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
- E04B2002/0256—Special features of building elements
- E04B2002/0265—Building elements for making arcuate walls
Definitions
- the invention relates to a wall block made of artificial stone material, having the following features:
- the wall block has an overall elongated format with a longitudinal central axis and a length that is greater than the width of the wall block, and has:
- a first seat side which is provided as the top of the wall block or as the bottom of the wall block;
- Wall block or underside of the wall block is provided;
- a first end face which is intended to face a first further wall block adjacent in the longitudinal direction of the claimed wall block
- the wall block on its first seat side, has a first seat surface which is provided for the transmission of pressure force with at least a third further wall block adjacent in terms of height;
- the wall block has on its second seat side a second seat surface which is provided for the transmission of pressure force with at least a fourth further wall block adjacent in terms of height;
- the wall block has an outer surface which runs on its first end face, its first wall face side, its second end face and its second wall face side;
- the wall block has a plurality of extension arrangements arranged in a row on its first seat side and a plurality of receiving arrangements arranged in a row on its second seat side, the extension arrangements and the receiving arrangements being in each case complementary to one another such that a respective extension arrangement in form-fitting engagement with a respective receiving arrangement of a third further wall block which is designed like a receiving arrangement of the claimed wall block, and that a respective receiving arrangement in positive engagement with a respective extension arrangement of a fourth further wall block, which is designed like
- the wall block can additionally be formed at the transition between its second end face and its first wall surface side, and / or additionally at the transition between its second end side and its second wall surface side, with a fin that projects beyond a virtual flat surface that protrudes at the center of the second end face is placed perpendicular to the longitudinal central axis of the wall block.
- Wall blocks are used so that walls can be erected from them in a meaningful combination.
- Walls are three-dimensional structures, one more or less great length (sometimes it is also said that if you stand in front of the wall, the wall has a width of so many meters), a more or less great height, and a - not necessarily constant - depth (you could also Say "thick" or "wall thickness”).
- the structure is often such that the wall is constructed with several rows, each consisting of wall blocks adjoining one another in the longitudinal direction of the wall, and several rows of wall blocks one above the other.
- Wall blocks made of artificial stone material are known in many designs. So far, only wall blocks that have been positioned next to each other in a substantially straight line in the longitudinal direction of the wall have largely been thought of, and 90 ° corners of the wall could also be created. If one considered the construction of walls with an angle deviating from 90 °, one either worked on makeshift solutions with imperfect continuation of the wall at the location of the angle or provided special wall blocks with exactly one shape reflecting this angle.
- the known wall block designs have either not given good results in the case of wall angling or have left the user of the wall blocks no flexibility.
- Wall blocks, which allow the variable construction of walls with an angle deviating from 90 ° have so far not made it possible to build walls with at least essentially continuously closed wall surface side and with resistance to the passage of wind and rain.
- the invention is based on the object of creating a wall block made of artificial stone material which allows it to be used, if desired, to erect walls with selectable angles, whereby there is good cohesion of adjacent wall blocks across the angle and the transitions of walls block to block in the rows of blocks, be it with an angled section or with a straight section of the wall, are functionally improved (appearance, stability, wall tightness).
- the wall block according to the invention is made of artificial stone material as specified in the first paragraph of the present application.
- wall block made of artificial stone material instead of “wall block made of artificial stone material”, for the sake of brevity, only “wall block” or even “block” will be used.
- concrete is a good artificial stone material for the wall block according to the invention.
- possible artificial stone materials are addressed below.
- the wall block according to the invention has projecting extension arrangements on its first seat side; one could therefore also call the first seat side the “male seat side” of the wall block.
- the wall block according to the invention has receptacle arrangements accessible on the inside on its second seat side; the second side of the seat could also be called the "female side of the wall”.
- the wall block can be inserted in a wall so that its first seat side faces up and its second seat side faces down (“male is up”), or alternatively it can be inserted so that its second seat side faces up and its first seat side faces down (“Female is up”). In most cases, the relevant one of these two orientations remains the same for at least a partial area of the wall, as will become clearer further below in the exemplary embodiments.
- the relative movement of the two wall blocks is prevented if - in plan view of the first seat sides or the second seat sides - there is no angle or an angle between 0 ° and 45 ° between the longitudinal center axes of the two wall blocks that but there is no prevention of the relative movement of the two wall blocks if, for. B. there is an angle of 90 ° between the longitudinal central axes of the two wall blocks.
- vertical direction means the direction that results when you move from one block to the next wall block positioned above or below.
- horizontal direction means the direction that results when you move in the direction of the aligned central longitudinal axes of the wall blocks in a row of wall blocks.
- the wall block according to the invention can be designed in such a way that it is possible to place two wall blocks free of joint material (eg mortar) on top of each other and still have the force transmission capacity required in a wall “in the vertical direction” and “in the horizontal direction”.
- the form-fitting engagement between the extension arrangement and the receiving arrangement serves a purpose not only in the transmission of force in the horizontal direction, but also represents a good positioning aid for the person who is building a wall from wall blocks.
- the wall block placed on top sits because of the positive engagement essentially right on the lower wall block.
- joint material eg mortar
- Wall blocks designed in this way require less artificial stone material, are lighter and have advantages in terms of thermal insulation. Further advantages will become clear below.
- the wall block according to the invention can be designed in terms of weight and size such that it can be carried and set or positioned by one person. It is possible to design the wall block according to the invention with a central floor which extends essentially parallel to the seat sides of the wall block. Overall, this floor can be continuous (then the wall block has no continuous passage), but can also have one or more openings.
- “Intermittent circular-arc-shaped, form-fitting engagement” means that the engagement surface of the extension arrangement and / or the receiving arrangement in question is not continuously continuous, but has gaps or interruptions. For example, one can divide an extension arrangement, which as a whole extends over an angular range of 180 °, into three parts, each with a 50 ° angular range and two interruptions, each with a 15 ° angular range. Correspondingly, interruption withdrawals are also possible on the engagement surface of the receiving arrangement. In this context, it is functionally essential that one can place an arc-shaped envelope line in the extension arrangement or in the receiving arrangement.
- the configuration for circular, positive engagement extends over an angular range that has a size of at least 180 ° and a maximum of 360 ° 180 ° ”creates good conditions for good engagement of neighboring wall blocks. If you want to run with a lot more than 180 °, this requires consideration for the other wall block design for wall blocks with passages going from the first seat side to the second seat side. Angular ranges that are a bit larger than 180 °, in particular a size in the range between 180 ° and 200 °, are very good.
- centers is to be understood in such a way that a center that is meaningful for the extension arrangement or for the receiving arrangement is considered, as seen in a plan view of the first seat side or the second seat side.
- the fin (s) mentioned above increases the stability of walls which are built with the use of such wall blocks against forces which act against the first wall surface side or against the second wall surface side, e.g. B. wind forces or impact forces. Furthermore, the tightness of the wall against wind and rain is improved. In addition, the first wall surface side and / or the second wall surface side has a smoother appearance.
- these withdrawals make it easier to connect a first further wall block and / or a second further wall block with an angle between the longitudinal central axes.
- the first end face and / or the second end face of the wall block - in a plan view of the first seat side or the second seat side - can be configured to be convex on the outside, semicircularly rounded, except for the area or areas where a fin mentioned protrudes.
- This design increases the tightness of a wall erected with wall blocks according to the invention and the stability of the wall against forces against the first or the second wall surface side.
- Adjacent extension arrangement of the adjacent wall block is possible at least in one of the two pivoting directions up to a maximum angle, which has a value of less than 90 °, but a further pivoting of the claimed wall block beyond the maximum angle is due to the system being blocked en Finn is impossible on the adjacent wall block without moving the two wall blocks involved apart.
- a maximum angle that is a little less than 90 ° is possible.
- a maximum angle that has a value in the range from 25 ° to 50 ° is possible.
- the bag mentioned can, but does not have to, be filled with a pourable material after the wall block in question or a larger number of wall blocks has been placed. Further explanations will follow below.
- the two extension arrangements are offset from the main part of the height of the circumferential wall towards the interior of the wall block; and that the two receiving arrangements are formed using partial areas of the inner sides of the rounded sections, in particular a part of the height of the rounded sections.
- Such a wall block has a good compromise between strength, low use of materials and high exploitation of the seat surface despite the extension arrangements and the receiving arrangements.
- the two straight sections of the circumferential wall each have a greater wall thickness in their central region than the wall thickness of the circumferential wall in the rounded sections, and that on the first seat side the first seating surface is widened in the area of the middle area in question towards the interior of the wall block, going beyond the greater wall thickness mentioned.
- This increases the stability of the wall block, especially in the central region of the wall block which is particularly useful for this purpose.
- pourable material can be placed on the end plate in the interior of the wall block.
- adjacent wall blocks can be linked in the longitudinal direction of the wall block in order to increase the power transmission capacity.
- the invention also creates a wall block which can have one or more of the further features disclosed above and which is additionally wider in the region of its first end side than in the region of its second end side.
- a wall block of this type With a wall block of this type, a transition can conveniently be established between a wall area of greater wall thickness and an area of smaller wall thickness.
- Many materials can be considered as artificial stone material for the brick block according to the invention, which can be brought into the shape of the brick block in a first, imaginable state, and which then - mostly after a hardening process - retain the shape of the brick block with the required strength .
- Concrete clay, geopolymers, sand-lime brick, brick and - as already mentioned as a prominent material - concrete are mentioned as materials that are specifically considered.
- the desired strength can be varied in particular by varying the amount of cement and choosing the grain size of the sand or gravel.
- the wall block mentioned in this paragraph is particularly well suited to be used in combination with the disclosed block of elongated format.
- walls or walls can be erected with the wall block according to the invention, the words “wall” and “(bricked) wall” being synonymous in common parlance, and the term “wall” in the present application also comprising “walls” should.
- the following may be mentioned as typical examples of walls or walls that can be erected with the wall block according to the invention: walls of buildings (outer walls and inner walls), partition walls, retaining walls, decorative walls, boundary walls, parapet walls, etc.
- the simple manufacturability of the wall block according to the invention, even without an industrialized environment, and the extremely simple and quick erection of walls using the wall blocks according to the invention are very advantageous, especially in a less industrialized environment, in connection with natural disasters and in connection with situations, in which you want to create solid living space for a large number of people with simple means and as quickly as possible.
- the invention also provides a wall block family that includes at least the 14 types of wall blocks listed below:
- Wall block type which is designed as specified for wall block type (a1) under (aa), (bb) and (dd), and has:
- (cc) in total exactly one fin, which leads tangentially away from the wall and projects from the wall parallel to the right and parallel to a radial vector leading away to the center of the wall block; (c1) wall block type, which is designed as for the wall block type (a1) under (aa),
- Wall block type which is designed as specified for wall block type (a1) under (aa), (bb) and (dd), and has:
- (cc) a total of exactly three fins, namely one fin as specified for the wall block type (a1) under (cc) and two fins as specified for the wall block type (c1) under (cc);
- Wall block type which is designed as specified for wall block type (a1) under (aa), (bb) and (dd), and has:
- Wall block type which is designed as specified for wall block type (a1) under (aa), (bb) and (dd), and has:
- (cc) a total of exactly four fins, namely two fins as specified for the wall block type (c1) under (cc) and additionally two opposing fins also specified as for the wall block type (c1) under (cc);
- (g1) wall block which is designed as specified for the wall block type (a1) under (aa), (bb) and (dd), and has essentially the same length and width, and is free of one or more fins;
- (a2) Wall block type which has:
- Wall block type which is designed as specified for wall block type (a2) under (aa), (bb) and (cc), and has:
- Wall block type which is designed as specified for wall block type (a2) under (aa), (bb) and (cc), and has:
- (dd) a total of exactly three fins, one fin as specified for the wall block type (a2) under (dd) and two fins as specified for the wall block type (c2) under (dd);
- (e2) Wall block type which is designed as specified for wall block type (a2) under (aa), (bb) and (cc), and has:
- (dd) a total of exactly three fins, one fin as specified for the wall block type (b2) under (dd) and two fins as specified for the wall block type (c2) under (dd);
- (dd) a total of exactly four fins, namely two fins as specified for the wall block type (c2) under (dd) and two opposing fins also as specified for the wall block type (c2) under (dd);
- wall block types (a2) to (g2) can be designed as has been disclosed above for the wall block according to the invention, that is to say they can have one or more of the features disclosed above.
- Another object of the invention is an assortment of wall blocks, which includes wall blocks of at least two different types of wall blocks from the above lists (a1) to (g2), but may also include other types of wall blocks.
- the range includes wall blocks of at least wall block types (a2), (b2) and (c2).
- Another object of the invention is a wall or wall, characterized in that it has at least a partial area in which wall blocks are installed, as have been disclosed above as wall blocks according to the invention.
- the wall according to the invention can have at least one partial area in which there are stressed wall blocks, each with at least one passage, and there are pockets between adjacent end faces of adjacent wall blocks, which passages and / or pockets are filled with material that was pourable when filled.
- a large number of pourable materials come into consideration, it being possible to first differentiate between materials which harden permanently after filling and materials which do not harden permanently after filling. With the latter materials, walls made of wall blocks according to the invention can simply be dismantled again and the dismantled wall blocks can be used to erect new walls. In the case of the first-mentioned materials, it is only possible to dismantle the wall blocks with considerable effort; As a rule, the dismantled wall blocks can only be partially used again.
- the filling mentioned stabilizes the wall and increases its mass, heat storage capacity, thermal insulation and sound insulation.
- the pourable material can, but does not have to, be poured into the entire wall. Filling is primarily possible at wall areas where there are increased strength requirements.
- the wall according to the invention which can have one or more of the features disclosed above, can additionally be characterized in that it has at least one bend in its longitudinal direction, which by means of the aforementioned variable-angle, form-fitting intervention of extension arrangement and Recording arrangement is executed.
- bends one can easily create, in particular, corners of the outside walls and corners of the inside walls of buildings. These corners often have an angle of around 90 °, but can also have other angles, as will become clearer below.
- a particularly noteworthy option is to have an exterior wall of a house with one or more bends that are mostly within the range of 0 ° to 45 ° are to be erected in order to follow a non-linear course of a property boundary and thus make optimal use of the property area.
- the wall according to the invention which can have one or more of the features disclosed above, can furthermore have at least one T-crossing connection and / or at least one X-crossing connection.
- the wall blocks according to the invention enable such connections to be made in a very simple manner, as will become clearer below.
- the wall according to the invention which can have one or more of the features disclosed above, can furthermore have at least one lintel above a wall opening and / or at least one anchor running along the wall, the lintel or the anchor comprising wall blocks according to the invention filled with concrete.
- the use of wall blocks which have a molded-on or a separately inserted end plate is particularly favorable for such a wall, so that concrete can be filled into the wall blocks in question and does not run further down.
- the use of reinforced concrete, i. that is, inserting - usually horizontal - reinforcing bars in the wall blocks is advantageous.
- the wall according to the invention which has one or more of the features disclosed above, can furthermore have at least one partial area in which the claimed wall blocks are placed on top of one another without any joint material.
- blocks or stones are placed next to each other in a first, lowest row, each with the addition of mortar between two horizontally adjacent stones. Then a second row of bricks is placed on top, with a layer of mortar being applied between the first row and the second row. After hardening, the mortar creates a firm connection between neighboring stones, which gives the wall or wall the required strength.
- brick blocks according to the invention a wall can be erected in the traditional manner described, that is to say with mortar, in each case between adjacent wall blocks.
- wall blocks according to the invention it is an extraordinarily advantageous property of wall blocks according to the invention that through the form-fitting interventions between extension arrangements and receiving arrangements as well as one or more fins on the wall blocks such a high power transmission capacity between adjacent wall blocks is created that in many cases you can erect walls in which the wall blocks are positioned free of joint material between them. This does not affect the possibility of working with mortar in places where higher forces are applied to the wall.
- walls can be erected which meet the “Euro Code 6” standard, which relates to the strength of the wall, even without the modeled joints between the wall blocks.
- Another object of the invention is a formwork or form for producing wall blocks according to the invention which have one or more of the features disclosed above, which formwork is characterized in that it is composed of several formwork parts and can be disassembled for striking the wall block;
- one formwork part or several formwork parts for forming the outer surface belong.
- the formwork is composed of several formwork parts that can be disassembled in a simple manner also makes it possible to easily create a modified formwork by omitting and / or adding and / or exchanging individual formwork parts and thus producing wall blocks of different geometries. This will become clearer below in the exemplary embodiments.
- formwork parts can be inexpensively made of plastic; alternatively, formwork parts made of metal are possible. It is possible to design the formwork in such a way that the formwork parts are held together by means of one tie rod or several tie rods. Two pressure plates can be provided, between which the formwork parts are clamped together. It is possible to design the formwork parts so that when assembled they have mutual engagement and form a cohesive formwork unit without connecting means or with few connecting means between the formwork parts by means of the tie rod / tie rods. The dismantling of the formwork parts and the stripping of the manufactured block are particularly easy in this case.
- FIG. 1 shows a perspective view of a first exemplary embodiment of a block, which, however, has no fin (s) for the sake of clarity and clarity;
- FIG. 2 shows the block from FIG. 1, in a top view of its first seat side
- FIG. 3 shows the block from FIG. 1, in a top view of its opposite, second seat side
- FIG. 10 shows two blocks from FIG. 6, placed face to face, against one another, in a top view of the first seat sides;
- FIG. 11 shows three blocks from FIG. 6, two of which are blocks in a lower row of blocks and an upper block of a second row of blocks, in a perspective view;
- FIG. 12 shows the block arrangement from FIG. 11, in a top view of the first seat sides of the blocks;
- Fig. 13 shows the arrangement of the blocks of Fig. 11, in longitudinal section according to C-C in Fig. 12;
- Fig. 14 shows the arrangement of the blocks of Fig. 11, in cross section along D-D in Fig. 12;
- 15 shows an arrangement of seven blocks according to FIG. 6, four of them in a lower first block row and three blocks in a second block row placed thereon, in a perspective view; 16 shows the arrangement of blocks from FIG. 15, but now with a multiple angled course of the block rows, in a perspective view;
- FIG. 17 shows an arrangement of nine blocks, namely five blocks in a lower first block row and four blocks in a second block row placed thereon, in a perspective representation
- 26 shows a perspective view of a section of a wall that is erected with blocks according to a further exemplary embodiment
- FIG. 27 shows the wall section from FIG. 26, in a top view
- FIG. 28 shows the wall section from FIG. 26, in longitudinal section
- 29 shows a further exemplary embodiment of a block, in a perspective representation
- FIG. 30 shows the block from FIG. 29 in plan view
- FIG. 31 shows the block of FIGS. 29 and 30, in longitudinal section according to J-J in FIG. 30;
- FIG. 32 shows the block of FIGS. 29 and 30, in cross section along K-K in FIG. 30;
- 34 shows a perspective view of a section of a wall that has been erected with blocks according to the invention
- 35 shows a formwork for producing a block according to the invention, in a perspective exploded view, the formwork parts which form the second seat side of the wall block being closer to the viewer;
- FIG. 36 shows the formwork from FIG. 35 in an exploded perspective view, the formwork parts which form the first seat side of the wall block with the extension arrangements being closer to the viewer;
- FIG. 37 shows the formwork from FIG. 35, in a section in a plane that lies approximately in the middle between the first and second seat sides in the manufactured block of walls;
- FIG. 38 the formwork from FIG. 35 in the clamped state, in a perspective view.
- the longitudinal central axis L is shown, which runs at half the width b and half the height h (measured between a first seat 4 and a second seat 6).
- the outer contour or the outer surface 8 of the block 2 is - seen in the plan views of FIGS. 2 and 3 - composed of two semicircles at the block ends and two straight sections in between.
- the upward-facing side of block 2 in FIG. 1 is its first seat side 10
- the downward-facing side of block 2 in FIG. 1 is its second seat side 12.
- the upward-facing side of block 2 in FIG upper semicircle) is its first end face 14,
- the side of block 2 pointing downward in FIG. 2 (semicircle) is its second end face 16.
- the side of block 2 (straight line) pointing left in FIG. 2 is its first wall surface side 18, the side of the wall block 2 pointing to the right in FIG. 2 (straight line) is its second wall surface side 20.
- the block 2 In the positioning of the block 2, as shown in FIG. 1, its first seat side 10 points upwards and is thus the top of the block 2 in the operating state. In the positioning shown in FIG. 1, the second seat side 12 of the block 2 points downwards, that is to say its underside is in the operating state. It is emphasized that the block 2 can alternatively and without problems be used “the other way around”, that is to say the first seat side 10 as the underside and the second seat side 12 as the top side.
- the end faces 14 and 16 of block 2 are intended to face one end face 14 or 16 of an adjacent block 2 when block 2 is in use. However, explanations below will show that there are application situations in which the end faces 14 and 16 are not adjacent to the end faces 14 or 16 of other blocks 2.
- first row of blocks 2 face 14 or 16 against face 14 or 16 and placed thereon such a second row of blocks 2 and further placed on it a number of further rows of blocks 2 are the first Mauerflä - Chenges 18 all part of a first wall surface.
- second wall surface sides 20 are part of an opposite, second wall surface.
- block 2 On its first seat side 10, block 2 has two extension arrangements 30, which are arranged in a row along the longitudinal direction of block 2, see FIGS. 1 and 2.
- block 2 On its second seat side 12, block 2 has two receiving arrangements 40, which are arranged in a row along the length of the block 2, see FIG. 3.
- Each extension arrangement 30 is an arc-shaped rib which extends over an angular range of approximately 200 ° and projects in height direction from the rest of the first seat side 4.
- Each receptacle arrangement 40 is formed by an arc-shaped surface which extends over an angular range of approximately 200 ° and for a partial angular range of 180 ° runs parallel to the circular arc of the relevant end face 14 or 16.
- Each of the extension arrangements 30 is complementary to each of the receptacle arrangements 40, that is to say it fits into one of the receptacle arrangements 40 in a form-fitting manner when a block 2 with its second seat side 12 facing down is placed on block 2 of FIG. 1 above be it without longitudinal offset of these two blocks 2 or with longitudinal offset of these two blocks 2 by half a block length I.
- the terms "complementary” and “form-fitting” are to be understood as it is given the manufacturing tolerances customary in the field of wall blocks makes functional sense.
- the outward-facing outer circumference of the circular arc of the extension arrangement 30 in question has a somewhat smaller radius than the radius of the inward-facing circular arc surface of the relevant receiving arrangement 40, so that the extension arrangement 30 and the receiving arrangement 40 fit easily into each other.
- the center of the extension arrangement in question is designated, with 42 the center of the relevant extension acceptance arrangement 40.
- the centers 32 and 42 each lie on a common line (central axis) which extends in the direction of the height h of the block 2 and intersects the longitudinal central axis L.
- the block 2 of FIGS. 1 to 3 is a hollow block which has a circumferential outer wall 50 - and bounded by the wall 50 - a passage 52 which passes from the first seat side 10 to the second seat side 12. It is emphasized that instead of the single passage 52, the block 2 can also have a plurality of passages, each of which passes from the first seat side 10 to the second seat side 12, e.g. B. two circular passages with the centers 32 and 42 and a central connecting web between the two wall areas on the two wall surface sides 18 and 20. It is further emphasized that the block 2 alternatively as a full block without one or more passages 52 can be formed. In this case, the receiving arrangements 40 z. B. formed as a circular 360 ° recesses in the second seat side 12, and would be the extension arrangements 30 z. B. formed as a circular 360 ° ribs on the first seat side 4.
- first seat surface 4 of the block 2 Those areas on the first seat side 10 of the block 2 where there are no extension arrangement 30 and no passage 52 are referred to overall as the first seat surface 4 of the block 2. Those areas on the second seat side 12 of the block where there are no receptacle arrangement 40 and no passage 52 are referred to overall as the second seat surface 6 of the block 2. If a third further block 2 is placed on the block 2 of FIG. 1 with its second seat side 12 facing downwards (whether it be without a longitudinal offset or with a longitudinal offset by half a block length I), the second seat 6 is seated of the upper block 2 in total (when placed without a longitudinal offset) or with a little less than half (with longitudinal offset by half a block length I) on the first seat 4 of the lower block 2.
- the top of the relevant extension arrangement 30 does not abut any mating surface on the lower seat side 12 of the upper block 2. If the block 2 is designed for use with mortar between the lower block 2 and the upper block 2, the extension arrangements 30 are each designed to be so high and the receiving arrangements 40 are each designed with such a height dimensioning that despite the mortar inserted between them the described, form-fitting engagement takes place between the relevant extension arrangement 30 and the relevant receiving arrangement 40.
- the length I of the block 2 is measured from the center of the first face 14 to the center of the first face 16.
- the width b of the block 2 is measured between the center of the first wall surface side 18 and the center of the second wall surface side 20.
- block 2 of FIGS. 1 to 3 has a distance between the two centers 32 or between the two centers 42 of 250 mm, a length I of 495 mm, a width b of 245 mm and a height h of 175 mm.
- the stated real length and the stated real width are somewhat smaller than the nominal length of 500 mm and the nominal width of 250 mm, in order to be able to work without any problems in view of the manufacturing tolerances when blocks 2 are joined together. If one considers the nominal dimensions, the block 2 is twice as long as it is wide and the distance between the two centers 32 and the two centers 42 is half as large as the block length. If one looks at the real dimensions, this statement applies with "essentially".
- the block 2 of FIGS. 1 to 3 is mirror-symmetrical to its longitudinal center plane and is mirror-symmetrical to its transverse center plane.
- the block 2 can alternatively have a length I which is significantly greater than twice the width b.
- An example is a block 2 in which the length I is four times the width b.
- the block 2 can have more than two extension arrangements 30 and more than two receiving arrangements 40, each in a row. In a block 2, the length I is four times the width b, you could then z. B. four extension arrangements 30 and four receiving arrangements 40, each in series, provide and z. B. provide four continuous passages 52.
- Blocks 2 which have two extension arrangements 30 and two receiving arrangements 40 and which have a length I, which essentially corresponds to twice the distance between the two centers 32 and the two centers 42, are, however, particularly favorable and varied when erecting Walls can be used.
- the width b can be a bit larger or a bit smaller than half the block length I. If a wall is erected with a plurality of blocks 2 of FIGS. 1 to 3 in the manner described, the first wall surface and the second wall surface are surfaces which are closed as a whole and pass almost completely flat. There is indeed a small gusset-shaped depression in each row of stones where face 14 or 16 is positioned against face 14 or 16. However, it is very small and of very shallow depth.
- Blocks 2 of FIGS. 1 to 3 can not only be used to build straight walls, but can also be used in the simplest way to build a wall angle in the angle range from 0 to 90 °, even beyond.
- the extension arrangements 30 and the receiving arrangements 40 are designed in such a way that it is possible to build bends in the wall even if there is a longitudinal offset of half a block length I from row of blocks to row of blocks.
- the positive engagement mentioned between a relevant extension arrangement 30 and a relevant receiving arrangement 40 is not only against forces that act transversely to the wall, but also against forces that act in both longitudinal directions of the wall (tension-resistant clamping in the longitudinal direction of the wall).
- the upper block 2 is placed thereon with an angle between the longitudinal central axes L of the lower block 2 and the upper block 2 of more than approximately 45 °, the said positive engagement is no longer in all horizontal directions, but in a part of the horizontal - directions, effective.
- the second seat surface 6 is essentially composed of two semicircular strips 26 on the outside along the receptacle arrangements 40 and two essentially straight strips 28 in between.
- the rectilinear strips 28 measured in the direction of the width b — have a greater width than the semicircular strips 26.
- the cross-sectional area of the passage 52 gradually decreases slightly, and this slope facilitates the separation of the block 2 of the formwork with which it was manufactured. If one approaches the first seat side 10 in the passage 52 mentioned above, the passage 52 has a greater incline 34 all the way to the inside of the passage 52.
- the extent of this greater bevel 34 is selected such that the width of the two substantially semicircular strips 36 of the first seat 4 is substantially equal to the width of the semicircular strips 26 on the second seat 6.
- the straight lines 38 of the first seat 4 are between the ends of the two extension arrangements 30 - measured in the width direction of the block 2 - wider than the straight lines 28 on the second seat 6. This increases the stability of the block 2 and creates one better connection of the four end regions 44 of the two extension arrangements 30 to the wall 50 of the block 2.
- each forming the extension assemblies 30 as a continuous circular rib one could e.g. B. provide several sections of a rib, so that there is an interrupted arc-shaped, positive engagement with the relevant receiving arrangement 40. Functionally, you would have an arc of a circle along the parts of the rib in question.
- FIGS. 4 to 9 show further exemplary embodiments of blocks 2 according to the invention, which can best be understood as modifications of block 2 of FIGS. 1 to 3 by providing fins 60.
- the block 2 has a single fin 60, which is located at the transition between the first end face 14 and the first wall surface side 18. 4 in such a way that the outer surface 62 of the fin 60 continues the first wall surface side 18 of the block 2.
- the inner surface 70 of the fin 60 is composed of the following sections in this order: an outer-concave rounding 68, a straight section 71 parallel to the outer surface 62 of the fin 60, an outer-convex transition section 73, and an outer-concave rounded section 72.
- This section 72 is part of a virtual semicircle which is closely spaced parallel to a fin-free, ten end face 14 of a block 2 set as claimed. Then the fin 60 ends with a relatively small dimension between the outside 62 and the inside 70.
- the radius of the outer concave rounding 72 is essentially as large as the radius of the rounding on the end faces 14 and 16.
- the outer concave rounding 68 near the root 64 of the fin 60 has a significantly smaller radius.
- the width of the fin between its outside 62 and the part of its inside 70 that is parallel to its outside 62 is somewhat smaller than the width of the straight section 38 of the first seat surface 22.
- the extent v of the protrusion of the fin 60 beyond a virtual flat surface 61, which is located at the center of the first end face 14 at right angles to the longitudinal central axis L, is smaller than the distance between the center of the first end face 14 and the center 32 of that of the fin 60 closest adjacent, in Fig. 4 upper extension arrangement 30.
- the extent of the protrusion v is about half of the last-mentioned distance. 4 to 9, a vector 58 is drawn in each case, which runs on the longitudinal central axis L of the block 2 in question and is directed away from the block 2 from the center of the block.
- the fin 60 runs left-parallel to the vector 58.
- Block 5 differs from the block 2 of FIG. 4 in that it has a single fin 60, but now in mirror image at the other transition between the has the first end face 14 and the second wall surface side 20.
- the fin 60 runs parallel to the right parallel to the vector 58.
- the block 2 of FIG. 6 has exactly two fins 60 on its second end face 16, in each case at the transition to the first wall surface side 18 or the second wall side 20.
- the fins 60 run parallel to each other and left-parallel and right-parallel to vector 58.
- Block 2 of FIG. 7 has exactly three fins 60, one as in block 2 of FIG. 4 and two as in the block of FIG. 6.
- Block 2 of FIG. 8 has exactly three fins 60, one as in the block of FIG. 5 and two as in the block of FIG. 6.
- the block 2 of FIG. 9 has exactly four fins 60, two projecting downward in FIG. 9 as in FIG. 6, and two projecting upward in mirror image in FIG. 9.
- the fins 60 have the same shape (if in part mirror image) and the same dimensions.
- the statements made in connection with FIG. 4 regarding the shape and dimensions of the fin 60 also apply analogously to FIGS. 5 to 9.
- FIG. 10 illustrates that the geometry of the fins 60 enables the block 2u positioned at the bottom in FIG. 10 relative to the further block 2o drawn at the top in FIG. 10 to an angle of slightly more than 45 ° between the longitudinal central axes L.
- a fourth further block 2 is set below the illustrated blocks 2o and 2u, the extension arrangements 30 of which are in positive engagement with two receiving arrangements 40 of the blocks 2o and 2u, 10 that the extent of the protrusion v of the fins 60 determines the size of the pivoting angle 81, which is maximally possible before the described gap between the two adjacent blocks 2 arises.
- the shorter the fins 60 the greater this maximum pivot angle.
- the maximum pivoting angle 81 even becomes over 90 ° (here approximately 100 °) if the upper block 20 is formed without the fin 60 on the left in FIG. 10.
- FIG. 10 also shows that the shape of the fins 60 described in detail in connection with FIG. 4 shows a withdrawal of the first end face 14 of the block 2 in comparison to a virtual circular arc 74, which is drawn in in FIG. 5 for illustration means to block 2.
- This virtual circular arc 74 begins in the middle of the first end face 14 and leads to the end 66 of the fin 60 concerned. Because of the described being withdrawn, a pocket 76 is created in FIG. 10 next to each fin 60 between the upper block 2o and the lower block 2u The advantages of the pockets 76 are explained in more detail below.
- 11 to 14 show an arrangement of three blocks 2, namely two blocks 2 as part of a lower row of blocks face to face and a further block as part of a second row of blocks placed above.
- the last-mentioned block 2 is set with a longitudinal offset of half a block length I and thus links the two blocks 2 of the lower block row.
- All three blocks 2 are blocks 2 according to FIG. 6 or FIG. 10, that is to say with two fins 60 on the first end face 14 and a semicircularly rounded second end face 16.
- the fins 60 are the same in all blocks 2 Direction oriented, ie directed to the top left in Fig. 11 and directed to the left in Fig. 12.
- FIG. 12 it can be seen that the lower left block 2 relative to the lower right block 2 and thus also relative to the upper block 2 by a maximum of one relative tiv small angle (between the longitudinal central axes L of the right, lower block and the upper block 2 on the one hand and the longitudinal central axis L of the left, lower block 2 on the other hand) can be pivoted.
- the maximum pivoting possibility is reached when an end region of the left extension arrangement 30 of the left lower block 2 visible in FIG. 12 abuts one of the two fins 60 of the upper block 2.
- the blocks 2 of the first, lower row of blocks 82 are oriented with their fins 60 in a first direction (to the top left in FIG. 15), whereas the blocks 2 in the second row of blocks 84 placed above them all in the opposite direction (to the bottom right in Fig. 15).
- bends 77 are possible where extension arrangements 30 and receiving arrangements 40 are in positive engagement with one another, which are located adjacent end faces 14 and 16 without fins 60 there.
- the relevant block ends of the two blocks 2 involved there are free of fins 60.
- Angles 77 are possible in both directions of pivoting
- the angled portion 77 in the longitudinal direction of the wall 85 is limited to a little more than 45 ° as the maximum value in the exemplary embodiment of FIGS. 15 and 16, as described with reference to FIG. 10.
- Fig. 16 in addition to a total of eight wall angles by 45 °, all in the same direction of pivoting, you have a ring-shaped closed wall polygon in front of you. If instead one works with blocks 2 according to FIG. 4 (i.e. with only one fin 60) and / or with blocks 2 according to FIG. 5 (i.e. with only one fin 60), ring-shaped closed wall polygons with six corners ( Build an angle of 60 °) or with four corners (angle of 90 °).
- the wall polygons described can be used as a kind of column. It is even possible to fill the interior of the polygon entirely with pourable material, in particular concrete, in order to erect a column. The wall polygon then serves, as it were, as formwork for this column.
- walls can also be erected from two stacked blocks of brick blocks placed parallel to one another. At the desired locations of this "double wall” you can create links between the two stacks of brick blocks at right angles to the sides of the wall surface.
- FIG. 17 illustrates how one can erect a wall corner 86 between two wall sections from blocks 2 according to the invention if the measured inner angle of the wall corner 86 is less than approximately 135 °. Specifically, the in- nenwinkelecke an inner angle of 90 ° in the drawn case. But even interior angles that are a bit smaller than 90 ° can be realized.
- FIG. 18 shows an X crossing 88 of two walls, which can be carried out with blocks 2 disclosed in this application.
- a block 2c according to FIG. 22 is inserted in the fourth, uppermost block level shown in FIG. 18, directly to the bottom right of the X crossing 88.
- a block 2d which is designed as shown in FIGS. 1 to 3
- a block 2e which is designed as shown in FIG. 4.
- those four blocks 2 that are involved in connecting the wall sections to the center of the X-intersection 88 are hatched. It can be seen that the four wall sections involved are so well connected to the center of the X junction 88 that considerable forces can be transmitted there.
- FIG. 22 shows an X crossing 88 of two walls, which can be carried out with blocks 2 disclosed in this application.
- a block 2c according to FIG. 22 is inserted in the fourth, uppermost block level shown in FIG. 18, directly to the bottom right of the X crossing 88.
- a block 2d which is designed as shown in FIGS. 1 to 3
- FIGS. 1 to 3 and 4 to 9 illustrates, but now in the case of blocks 2 which only have an extension arrangement 30 and a receiving arrangement 40 and in which the length I is equal to the width b.
- the only extension arrangement 30 and the only receiving arrangement 40 are each 360 ° circular.
- the seven blocks 2 of FIGS. 19 to 25 correspond to the wall block types (g1) and (a1) to (f1) as addressed in the general part of the description have been.
- the seven blocks 2 of FIGS. 1 to 3 and 4 to 9 correspond to the wall block types (g2) and (a2) to (f2), as have been addressed in the general part of the description.
- FIG. 26 shows blocks 2 which are blocks 2 according to FIG. 6 in terms of their basic shape, but which have an opening 90 which is delimited all around in each of the two end faces 14 and 16.
- Vertical reinforcing bars 92 are indicated by dash-dotted lines 92 and horizontal reinforcing bars 94 are indicated by dash-dotted lines 94.
- the horizontal reinforcement bars 94 each pass through a plurality of blocks 2 and their openings 90 in the longitudinal direction.
- the vertical reinforcing bars 92 run vertically through a plurality of block planes, specifically in the interior of the extension arrangements 30 and the receiving arrangements 40 and in the pockets 76. Since the pockets 76 and above the pockets 76 each lie in the next If there is a passage 52 on the block level, the vertical reinforcement bars 92 can pass through a larger number of block levels without complications.
- the horizontal reinforcing bars 94 are most sensibly installed little by little, following the progress made in building the wall. Lateral "threading" of the blocks 2 onto already placed, horizontal reinforcement bars 94 is also possible.
- FIG. 29 illustrates a block 2 which has openings 96 in its two end faces 14 and 16 which are open towards its second seat side 6 and which near its first seat side 4 with a molded end plate or a separately inserted end plate 98 e.g. is made of concrete or stone or metal or plastic.
- the end plate 98 can be inserted well because the passage 52 is reduced in its clear area when approaching the first seat side 4, as can be seen clearly in FIGS. 31 and 32.
- FIGS. 29 to 32 If several rows 2 of FIGS. 29 to 32 are lined up side by side, each with the first seat side 4 down, a concrete formwork has been created, in which concrete is poured, with or without horizontal reinforcing bars 94 can. Because of the openings 96, a concrete beam with a length which is a multiple of the length I of a block 2 is obtained after the concrete has solidified. In this way, in particular window lintels or door lintels 100 can be erected, as shown in FIG. 34. It goes without saying that lintels or lintels 100 or the like must be supported from below until the concrete has set.
- FIG. 33 shows a further area of application for blocks 2 of the type shown in FIGS. 29 to 32.
- a corner anchor 102 is drawn in FIG. 33, which extends from a wall corner 86 for several block lengths to one side and to the other Extends side and thus stabilizes the wall corner 86. It can be seen in FIG. 33 that in one of the two blocks 2 that are closest to the wall corner 86, an opening 96 must be provided asymmetrically at the transition from an end face 14 or 16 into one of the wall surface sides 18 or 20 so that the corner anchor 102 here forms a continuous corner concrete beam.
- the corner anchor 102 can be expanded to form a ring anchor that extends, for example, all around at the upper edge of a building's outer wall.
- 35 to 38 show a formwork 110 or a mold 110 with which blocks 2 of different designs according to the invention can be produced.
- a mold 110 To produce a block 2, flowable concrete is filled into the mold 110 through an opening 112. After the concrete has hardened, the mold 110 is opened and the block 2 is removed.
- the formwork 110 has the following formwork parts:
- FIGS. 35 to 38 Because of the shape of the formwork parts mentioned in detail, reference is expressly made to FIGS. 35 to 38.
- the formwork part 114 has the shape of a semicircular ring
- the formwork parts 116, 118 have a rectangular shape
- the formwork part 120 has the shape of a semicircular ring with two extensions 142, which point downwards in FIGS. 35 to 38.
- Formwork parts 122, 124 are in the form of a plate which is curved in a circular arc in its upper section over approximately 80 ° (to form a little less than half of the second end face 16 of block 2) and is flat in its lower section (to form part of a Wall surface side 18 or 20 of block 2).
- the formwork parts 126, 128 have the shape of a flat plate (for shaping the remaining parts of the wall surface sides 18 and 20 of block 2 and for shaping the outer surfaces 62 of the two fins 60 of block 2).
- the formwork part 130 has a shape for shaping the first end face 14 together with the inner surfaces 70 of the two fins 60 of the block 2.
- the formwork part 132 has the shape of a bowl halved in its central axis plane with an edge projecting outwards.
- the formwork part 136 has the same shape, but with two projections 144 of the edge projecting downwards in FIGS. 35 to 38, and the formwork part 134 has the form of a channel with two outwardly projecting edge sections. All formwork parts mentioned are made of plastic and are equipped with stiffening ribs in areas that do not face the cavity of the formwork to be filled with concrete.
- the formwork parts 114, 116, 118, 120, 132, 134, 136 have grooves 150 into which the formwork parts 122, 124, 126, 128, 130 go in a form-fitting manner with edge regions.
- the formwork parts 122, 124, 126, 128, 130 have closed or unilaterally open holes 152 at their edges, which approach each other of these formwork parts, so that connecting screws can be attached there.
- the closely arranged formwork parts 114, 116, 118, 120 delimit an opening 154, which roughly speaking has the shape of an elongated hole with semicircular ends.
- the cup bottoms 156 of the formwork parts 132, 136 and the channel bottom 158 of the formwork part 134 go into this opening 154 in order to form the passage 52 in this way.
- the formwork parts which are closely arranged in the manner described, are sandwiched between two outer pressure plates 160 by attaching a central tie rod 162.
- the tie rod 162 is a metal rod with an external thread in each end area. It extends at right angles to the panels 160 and passes through an opening 164 in the channel bottom 158 of the formwork part 134. Nuts 166 are screwed onto the two ends of the tie rod 162, so that the tie rod 162 closes the entire sandwich described. together. 37 and 38, the filling opening 112 for concrete can be seen at the top.
- the formwork 110 is filled with concrete in the position shown in FIGS. 37 and 38.
- a block 2 By installing one of the two slide-in parts 138 or 140 when assembling the formwork 110, a block 2 can be manufactured with only one fin 60, and by installing both slide-in parts 138 and 140 a block 2 without any fins 60, as shown in FIGS. 1 to 3. If one wanted to manufacture a block 2 with three or four fins 60, one would have to round the rounded sections of the formwork parts 122 and 124 by a formwork part such as the formwork part 130, the formwork part 114 by a formwork part such as the formwork part 120, and the formwork part 132 by Replace formwork part like formwork part 136. In addition, instead of the filler opening 112, a filler opening would have to be provided on the extensions 142, 144, which form the upwardly projecting fins 60 of the block 2.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Manufacturing & Machinery (AREA)
- Chemical & Material Sciences (AREA)
- Ceramic Engineering (AREA)
- Mechanical Engineering (AREA)
- Finishing Walls (AREA)
- Retaining Walls (AREA)
- Moulds, Cores, Or Mandrels (AREA)
Abstract
Description
Claims
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE102018125548.9A DE102018125548A1 (de) | 2018-10-15 | 2018-10-15 | Mauerblock |
PCT/EP2019/077733 WO2020078878A1 (de) | 2018-10-15 | 2019-10-14 | Mauerblock, sortiment von mauerblöcken und schalung zum herstellen eines mauerblocks |
Publications (2)
Publication Number | Publication Date |
---|---|
EP3867455A1 true EP3867455A1 (de) | 2021-08-25 |
EP3867455B1 EP3867455B1 (de) | 2022-11-30 |
Family
ID=68318843
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP19791182.9A Active EP3867455B1 (de) | 2018-10-15 | 2019-10-14 | Mauerblock |
Country Status (8)
Country | Link |
---|---|
US (1) | US20210348383A1 (de) |
EP (1) | EP3867455B1 (de) |
BR (1) | BR112021007000A2 (de) |
DE (1) | DE102018125548A1 (de) |
MA (1) | MA53906A (de) |
PH (1) | PH12021550810A1 (de) |
WO (1) | WO2020078878A1 (de) |
ZA (1) | ZA202102378B (de) |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US20230313525A1 (en) * | 2022-03-29 | 2023-10-05 | Newstone Group Concrete Products Ltd. | Wall Block |
WO2023249504A1 (en) * | 2022-06-14 | 2023-12-28 | Breaz Laureniu Dumitru | Modular building elements |
Family Cites Families (75)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US1684050A (en) * | 1923-10-31 | 1928-09-11 | Harry F Adams | Building block |
US1768651A (en) * | 1928-09-14 | 1930-07-01 | Burgess Lab Inc C F | Brick-wall construction |
US2351615A (en) * | 1940-06-03 | 1944-06-20 | James Robert Maxwell | Building construction |
US2826906A (en) * | 1954-07-07 | 1958-03-18 | William A Rice | Wall of building blocks |
FR1120671A (fr) * | 1955-01-27 | 1956-07-10 | S Ind Rene Vin & Co Soc D Expl | Perfectionnements aux conduits de fumée en béton moulé |
US2942115A (en) * | 1955-11-07 | 1960-06-21 | Thomas J O'connell | Non-permanent radiation shield structure |
US2888779A (en) * | 1956-06-29 | 1959-06-02 | John C Hostetter | Garden curbing |
US3073061A (en) * | 1959-08-07 | 1963-01-15 | Louis O Pearson | Building block |
US3382632A (en) * | 1965-07-28 | 1968-05-14 | Paul W. Grofcsik | Compressed, interlocked block wall |
US3864885A (en) * | 1969-02-26 | 1975-02-11 | George B Muse | Wall structures |
US3828502A (en) * | 1972-09-08 | 1974-08-13 | Phelps Dodge Ind Inc | Modular wall section for buildings |
BE849332A (nl) * | 1976-12-13 | 1977-06-13 | Bouwblokken-assortiment | |
CH612233A5 (de) * | 1978-01-18 | 1979-07-13 | Heinzmann Marmor Und Kunststei | |
US4379659A (en) * | 1980-09-05 | 1983-04-12 | Steiner Silidur A.G. | Building blocks |
GB2095713B (en) * | 1981-03-09 | 1985-03-13 | Breed Antonius Maria | Building blocks |
AT373657B (de) * | 1982-03-09 | 1984-02-10 | Gerhard Feldgrill Ges M B H | Betonbaustein |
DE8211843U1 (de) * | 1982-04-23 | 1982-11-18 | Walker, Karl, 7032 Sindelfingen | Mauer aus bausteinen |
US4514949A (en) * | 1983-05-06 | 1985-05-07 | Crespo Jorge L N | Interlocking system for building walls |
IT1209539B (it) * | 1984-04-26 | 1989-08-30 | G P E Generale Polistirolo Esp | Perfezionamento alla formazione di elementi modulari per l'erezione di strutture edili prevalentemente in calcestruzzo armato e di alte proprieta' di isolamento termico e/o acustico, ed elementi singoli o multipli per la formazione dipareti interne ed esterne aventi le dette proprieta'. |
JPS62148210A (ja) * | 1985-12-23 | 1987-07-02 | 神前 一郎 | 遠心成型機の型枠取付構造 |
US4866891A (en) * | 1987-11-16 | 1989-09-19 | Young Rubber Company | Permanent non-removable insulating type concrete wall forming structure |
US5003746A (en) * | 1988-11-07 | 1991-04-02 | Structural Block Systems, Inc. | Arcuate and curvilinear assemblies comprising tandemly arranged building blocks having degrees of rotation |
CH678869A5 (de) * | 1989-03-02 | 1991-11-15 | Steiner Silidur Ag | |
FI83559C (fi) * | 1989-04-20 | 1992-06-02 | Suomen Vuolukivi Oy | Hoernfog foer byggnadselement av sten. |
US4965979A (en) * | 1989-05-15 | 1990-10-30 | Larrivee Ronald J | Concrete block wall |
SE467217B (sv) * | 1989-10-13 | 1992-06-15 | Byggnadsbolaget Panfactor Ab | Byggblock av tegel eller liknande material samt foerfaringssaett foer framstaellning av saadant byggblock |
US5154032A (en) * | 1991-02-26 | 1992-10-13 | Firma Hermann Uhl | Building block system |
FR2693755B1 (fr) * | 1992-07-16 | 1994-09-09 | Abella Alain | Bloc en matériau moulé pour la construction de murs. |
US5490363A (en) * | 1992-10-06 | 1996-02-13 | Anchor Wall Sytems, Inc. | Composite masonry block |
KR970000253Y1 (ko) * | 1994-01-31 | 1997-01-13 | 정한수 | 장식대용 조립식 벽돌 |
US5657600A (en) * | 1994-06-20 | 1997-08-19 | Aab Building Systems Inc. | Web member for concrete form walls |
FR2729601A1 (fr) * | 1995-01-25 | 1996-07-26 | Ducrot Ceramiques Sa | Parpaing en terre cuite et procede d'obtention |
DE19512651A1 (de) * | 1995-04-05 | 1996-10-10 | Hiesl Gerhard Ing Grad | Gestaltungselemente für Parkanlagen |
US5601384A (en) * | 1995-06-07 | 1997-02-11 | Keystone Retaining Wall Systems, Inc. | Plantable retaining wall |
USD378423S (en) * | 1995-07-12 | 1997-03-11 | Henry James M | Interlocking brick |
US6105307A (en) * | 1996-09-30 | 2000-08-22 | Helmy; Ibrahim F. | Swivel edge planter |
US6000186A (en) * | 1996-12-05 | 1999-12-14 | Fielding; David W. | Drywall construction and means therefor |
NL1004938C2 (nl) * | 1997-01-06 | 1998-07-08 | Johan Blom | Bouwelement. |
DE19713037A1 (de) * | 1997-03-27 | 1998-10-01 | Ziegelei Gersthofen Az Baukera | Mauerziegel |
US6038822A (en) * | 1998-02-03 | 2000-03-21 | Keys; Clyde James | Octagonal shaped concrete block |
WO2000019026A1 (en) * | 1998-09-25 | 2000-04-06 | Altemus Armin J | Bidirectionally interlocking, hollow brick |
US6115983A (en) * | 1999-01-14 | 2000-09-12 | E. P. Henry Corporation | Block assembly and wall constructed therefrom |
US6557818B2 (en) * | 1999-09-30 | 2003-05-06 | Redi-Rock International, Llc | Form for manufacturing concrete retaining wall blocks |
US6394705B1 (en) * | 2000-01-11 | 2002-05-28 | LEFEBVRE GAéTAN | Modular flood containment structure |
USD435305S (en) * | 2000-01-31 | 2000-12-19 | Shell Rock Products, Inc. | Landscape edging border |
US6615561B2 (en) * | 2001-06-07 | 2003-09-09 | Keystone Retaining Wall Systems, Inc. | Retaining wall block |
US20040154256A1 (en) * | 2003-02-10 | 2004-08-12 | Namhyung Kim | Building set with U-shaped blocks |
US20040177580A1 (en) * | 2003-03-10 | 2004-09-16 | Innovative Construction Technologies, Inc. | Reinforced foam articles |
US8079195B2 (en) * | 2005-02-28 | 2011-12-20 | Raymond Walter Cables | Modular blocks and structures made therefrom |
US8136325B1 (en) * | 2005-10-20 | 2012-03-20 | Van Lerberg David P | Landscaping wall structure and form |
US20070193183A1 (en) * | 2006-02-21 | 2007-08-23 | Price Brian A | Concrete block for forming columns |
JP2009536276A (ja) * | 2006-05-10 | 2009-10-08 | ベネックス テクノロジーズ プロプライエタリー リミテッド | コンクリート組積中空ブロックに関する改良 |
US8413400B2 (en) * | 2006-06-13 | 2013-04-09 | Woodstock Percussion Pty Ltd. | Recess former for concrete panels |
US20080060313A1 (en) * | 2006-08-22 | 2008-03-13 | Douglas Eugene Edwards | Split-Face Block Mold |
US7971407B2 (en) * | 2007-05-21 | 2011-07-05 | Keystone Retaining Wall Systems, Inc. | Wall block and wall block system for constructing walls |
DE202007018469U1 (de) * | 2007-07-07 | 2008-08-28 | Peterbeton Rudolf Peter Gmbh & Co. Kg Kies- Und Betonwerke | Formstein sowie Vorrichtung zum Herstellen eines Formsteins |
GB2472068A (en) * | 2009-07-23 | 2011-01-26 | Innovation Ltd Const | Wall structure formed from insulating parallelepiped blocks |
WO2013036271A1 (en) * | 2011-09-08 | 2013-03-14 | Samobi Industries, Llc | Interlocking construction blocks |
AU2013308980B2 (en) * | 2012-08-27 | 2017-08-03 | Herman Miller, Inc. | Partition system and accessories for use therewith |
ITTO20121042A1 (it) * | 2012-12-04 | 2014-06-05 | Flavio Lanese | Modulo riutilizzabile per la realizzazione di almeno una porzione di una parete smontabile di una costruzione |
US9404234B2 (en) * | 2013-02-26 | 2016-08-02 | Construction & Design Solutions, Inc. | Building block system |
US8677713B1 (en) * | 2013-03-06 | 2014-03-25 | Epi 04, Inc. | Extruded wall panel system and method of forming |
WO2015024134A1 (en) * | 2013-08-22 | 2015-02-26 | Bpdl Precast Concrete International Inc. | Construction system for buildings |
US9068351B1 (en) * | 2013-12-09 | 2015-06-30 | Samobi Industries, Llc | Interlocking construction blocks |
EP2894270A1 (de) * | 2014-01-14 | 2015-07-15 | Stefano Savelloni | Ineinandergreifendes modulares Element für Baukonstruktionen und Möbel |
US20150354213A1 (en) * | 2014-06-04 | 2015-12-10 | Anchor Wall Systems, Inc. | Base block and methods |
US9133619B1 (en) * | 2014-11-20 | 2015-09-15 | Spherical Block LLC | Architectural building block |
ES2555633B1 (es) * | 2015-02-13 | 2016-09-15 | Unión Familiar Constructora, Ufacon, Sl | Sistema constructivo |
GB2536917A (en) * | 2015-03-31 | 2016-10-05 | Rsm Aviation Ltd | A Construction system |
DE202015104658U1 (de) * | 2015-09-02 | 2016-09-06 | Weser Bauelemente-Werk Gmbh | Formstein für eine Mauer, ein Mauersystem oder dergleichen |
US20170218622A1 (en) * | 2016-01-29 | 2017-08-03 | Redi-Rock International, Llc | Precast hollow block wall system and forms for manufacturing the same |
US20160222655A1 (en) * | 2016-04-11 | 2016-08-04 | Tung-Wu Lin | Brick having complementary ends |
US10273649B2 (en) * | 2016-10-12 | 2019-04-30 | Richard Paul Lonero | Modular block retaining wall system |
US10273683B2 (en) * | 2016-10-17 | 2019-04-30 | Vaughn Fryfogle | Blocks and molds for building landscape walls and methods of making the blocks |
US10080979B2 (en) * | 2017-01-18 | 2018-09-25 | Create A Castle, LLC | Systems, devices, and methods for molding structures |
-
2018
- 2018-10-14 US US17/285,061 patent/US20210348383A1/en active Pending
- 2018-10-15 DE DE102018125548.9A patent/DE102018125548A1/de active Pending
-
2019
- 2019-10-14 MA MA053906A patent/MA53906A/fr unknown
- 2019-10-14 BR BR112021007000-1A patent/BR112021007000A2/pt unknown
- 2019-10-14 EP EP19791182.9A patent/EP3867455B1/de active Active
- 2019-10-14 WO PCT/EP2019/077733 patent/WO2020078878A1/de unknown
-
2021
- 2021-04-12 ZA ZA2021/02378A patent/ZA202102378B/en unknown
- 2021-04-12 PH PH12021550810A patent/PH12021550810A1/en unknown
Also Published As
Publication number | Publication date |
---|---|
ZA202102378B (en) | 2022-12-21 |
EP3867455B1 (de) | 2022-11-30 |
DE102018125548A1 (de) | 2020-04-16 |
PH12021550810A1 (en) | 2021-10-04 |
MA53906A (fr) | 2022-01-19 |
BR112021007000A2 (pt) | 2021-07-20 |
WO2020078878A1 (de) | 2020-04-23 |
US20210348383A1 (en) | 2021-11-11 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
AT404273B (de) | Verschalung mit einer vielzahl von miteinander verbindbaren leichtgewicht-verschalungselementen | |
EP0319465B1 (de) | Mauerstein-Satz aus Beton zur Erstellung einer Trockenmauer | |
EP0137105B1 (de) | Schalungselement für die Mantelbetonbauweise | |
EP0170113A1 (de) | Baustein | |
EP3867455B1 (de) | Mauerblock | |
EP1892350A2 (de) | Vorfabriziertes Tafelelement zum Aufbau einer zwei-schichten Gebäudewand | |
EP1231329B1 (de) | Mauersteinförmiges Wärmedämmelement | |
WO2001044578A1 (de) | Bauelement aus kunststein | |
DE202019100054U1 (de) | Schalungsvorrichtung zur Herstellung von Betonstützen, insbesondere zur Herstellung von Teile einer Mauer bildenden vertikalen Betonstützen | |
DE3201832A1 (de) | Hohlbaustein und darauf aufgebautes baukastensystem | |
EP0628673A1 (de) | Schalungsstein | |
DE3310074C2 (de) | ||
EP1705302A2 (de) | Element aus Backsteinmaterial zum Erstellen von vorfabrizierten Tafeln für das Bauwesen | |
EP1809819B1 (de) | Formstein | |
DE202004011238U1 (de) | Verwahrkasten für Bewehrungsanschlüsse für Betonverbindungen, Bewehrungsanschluß mit einem Verwahrkasten und Betonverbindung | |
DE3411479C2 (de) | ||
AT521506B1 (de) | Formstein | |
DE102004060090B4 (de) | Bauteil und Verfahren zu seiner Herstellung | |
DE883725C (de) | Verfahren zur Herstellung von plattenfoermigen, monolithisch gegossenen zwei- und mehrschaligen Bauelementen sowie Mehrschalenbauelement | |
DE19859438C2 (de) | Ziegelstein, Mauertafel und Kellerwand | |
DE202015003994U1 (de) | Bauelement, insbesondere zur Errichtung von Pfeilern | |
DE19623659C2 (de) | Ziegelwand aus mindestens zwei vorgefertigten Ziegelwandelementen | |
AT341167B (de) | Bauelement zur errichtung von wanden | |
DE2308949A1 (de) | Baublock-wandkonstruktion | |
DE102019108349A1 (de) | Schalungsvorrichtung zur Herstellung von Betonstützen, insbesondere zur Herstellung von Teile einer Mauer bildenden vertikalen Betonstützen |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: UNKNOWN |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: THE INTERNATIONAL PUBLICATION HAS BEEN MADE |
|
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 |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: REQUEST FOR EXAMINATION WAS MADE |
|
17P | Request for examination filed |
Effective date: 20210415 |
|
AK | Designated contracting states |
Kind code of ref document: A1 Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR |
|
DAX | Request for extension of the european patent (deleted) | ||
RAV | Requested validation state of the european patent: fee paid |
Extension state: MA Effective date: 20210415 |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R079 Ref document number: 502019006438 Country of ref document: DE Free format text: PREVIOUS MAIN CLASS: E04B0002180000 Ipc: E04B0002020000 |
|
GRAP | Despatch of communication of intention to grant a patent |
Free format text: ORIGINAL CODE: EPIDOSNIGR1 |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: GRANT OF PATENT IS INTENDED |
|
RIC1 | Information provided on ipc code assigned before grant |
Ipc: B28B 7/02 20060101ALI20220419BHEP Ipc: B28B 7/00 20060101ALI20220419BHEP Ipc: E04C 3/22 20060101ALI20220419BHEP Ipc: E04B 2/18 20060101ALI20220419BHEP Ipc: E04B 2/02 20060101AFI20220419BHEP |
|
INTG | Intention to grant announced |
Effective date: 20220517 |
|
GRAS | Grant fee paid |
Free format text: ORIGINAL CODE: EPIDOSNIGR3 |
|
GRAA | (expected) grant |
Free format text: ORIGINAL CODE: 0009210 |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: THE PATENT HAS BEEN GRANTED |
|
AK | Designated contracting states |
Kind code of ref document: B1 Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: EP Ref country code: GB Ref legal event code: FG4D Free format text: NOT ENGLISH |
|
REG | Reference to a national code |
Ref country code: AT Ref legal event code: REF Ref document number: 1534792 Country of ref document: AT Kind code of ref document: T Effective date: 20221215 |
|
REG | Reference to a national code |
Ref country code: IE Ref legal event code: FG4D Free format text: LANGUAGE OF EP DOCUMENT: GERMAN |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R096 Ref document number: 502019006438 Country of ref document: DE |
|
REG | Reference to a national code |
Ref country code: LT Ref legal event code: MG9D |
|
REG | Reference to a national code |
Ref country code: NL Ref legal event code: MP Effective date: 20221130 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: SE Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20221130 Ref country code: PT Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20230331 Ref country code: NO Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20230228 Ref country code: LT Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20221130 Ref country code: FI Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20221130 Ref country code: ES Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20221130 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: RS Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20221130 Ref country code: PL Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20221130 Ref country code: LV Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20221130 Ref country code: IS Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20230330 Ref country code: HR Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20221130 Ref country code: GR Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20230301 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: NL Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20221130 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: SM Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20221130 Ref country code: RO Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20221130 Ref country code: EE Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20221130 Ref country code: DK Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20221130 Ref country code: CZ Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20221130 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: SK Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20221130 Ref country code: AL Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20221130 |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R097 Ref document number: 502019006438 Country of ref document: DE |
|
PLBE | No opposition filed within time limit |
Free format text: ORIGINAL CODE: 0009261 |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: GB Payment date: 20230907 Year of fee payment: 5 |
|
26N | No opposition filed |
Effective date: 20230831 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: SI Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20221130 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: FR Payment date: 20230907 Year of fee payment: 5 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: IT Payment date: 20231023 Year of fee payment: 5 Ref country code: DE Payment date: 20230904 Year of fee payment: 5 Ref country code: CH Payment date: 20231102 Year of fee payment: 5 |