WO2011159158A1 - Method for erecting a building structure with construction elements and a system of construction elements therefor - Google Patents
Method for erecting a building structure with construction elements and a system of construction elements therefor Download PDFInfo
- Publication number
- WO2011159158A1 WO2011159158A1 PCT/NL2011/050434 NL2011050434W WO2011159158A1 WO 2011159158 A1 WO2011159158 A1 WO 2011159158A1 NL 2011050434 W NL2011050434 W NL 2011050434W WO 2011159158 A1 WO2011159158 A1 WO 2011159158A1
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- WO
- WIPO (PCT)
- Prior art keywords
- elements
- basic wall
- corner
- construction
- wall element
- Prior art date
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C1/00—Building elements of block or other shape for the construction of parts of buildings
- E04C1/40—Building elements of block or other shape for the construction of parts of buildings built-up from parts of different materials, e.g. composed of layers of different materials or stones with filling material or with insulating inserts
-
- 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
-
- 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
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
Definitions
- the present invention relates to a method for erecting a building structure with construction elements, and to a system of construction elements therefor.
- the erection of a building using filled bags is a per se known method applied particularly in less developed regions. Bags applied for these construction methods are also known as earthbags .
- a drawback of such conventional earthbags is the great variability in the maximum compression force at which they collapse. Because no compression force to be supported has been laid down, these conventional earthbags do not comply with EU building standards and as such are not permitted as construction method within Europe.
- An object of the present invention is to provide a method and a system of associated construction elements, wherein the stated drawbacks do not occur, or do so to lesser extent, and which in particular provide an increased structural stiffness within a building structure erected from such construction elements.
- construction elements comprise block- shaped bags filled with filling material and having an upper side, a lower side, a front side, a rear side, a right end surface and a left end surface;
- block-shaped, bag-like construction elements of a first type are basic wall elements provided with connecting flaps at least close to the two end
- the construction elements are connected to each other by means of mutually connecting the connecting flaps.
- a layer is thus built up using construction elements placed
- a wall of a building structure can thus be erected using multiple layers arranged one above another .
- inventions with their connecting flaps are constructed such that the structural stiffness is provided particularly by the construction element. This is even the case when they are filled with granular, non-hardening filling material, such as sand.
- Conventional earthbags are filled for instance with clay which after hardening forms a so-called adobe block, wherein the hardened clay is responsible for the provided compression strength.
- the connecting flaps are connected to each other by being sewn together.
- a sewn connection is simple to arrange and provides a highly robust connection.
- connecting flaps are connected to each other by means of glueing, this likewise being a connecting method which is very easy to apply.
- the block-shaped, bag-like basic wall elements are further provided with a further connecting flap, wherein the connecting flap is arranged on the upper surface and
- the connecting flap extends from the upper surface at least over a distance greater than the height h of a basic wall element, and the method further comprises at least the steps of:
- construction elements of different height layers of the building structure so that a connection is provided between construction elements of different height layers.
- the step of connecting the connecting flaps of construction elements in different height layers of the building structure comprises the following sub-steps of:
- At least one block-shaped, bag-like construction element of a second type is provided which are filling wall elements which have substantially the same width b and height h as the basic wall elements, but the length 1 E 2 of which is substantially half the length l E i of a basic wall element;
- a connecting flap is arranged close to an end surface of the filling wall element
- the method further comprising the steps of:
- the basic wall elements can be placed in the structurally strong half-brick bond while the filling wall elements provide the possibility of being able to make flat end faces of the walls.
- the method further comprises the steps of:
- the method further comprises the step of:
- construction elements and a connection is provided between construction elements in different height layers.
- construction elements in particular basic wall elements and filling wall elements, of different height layers are connected to each other, a building structure constructed from multiple height layers is very sturdy.
- the method further comprising at least the steps of: - alternately arranging a first corner element and a third corner element in successive layers in the corner to be formed;
- the first, second and third corner elements together guarantee that a half-brick bond can be maintained, with the advantage that, with application of these three corner elements, any length-width ratio of the construction elements can be applied. This gives the construction designer the freedom to apply the structurally strongest ratio .
- - at least one block-shaped, bag-like construction element of a ninth type which is a fifth corner element; - wherein the fourth corner elements and fifth corner elements comprise a length-width ratio of l:b 2:1 and have the same width b, height h and length 1 as the basic wall elements ;
- a connecting flap is arranged at least close to a part of a side of a front or rear surface
- the method further comprising at least the step of:
- fourth and fifth corner elements Only two different corner elements, respectively the fourth and fifth corner elements, hereby suffice.
- These fourth and fifth corner elements moreover have the advantage of having the same width, height and length as the basic wall elements, this further simplifying the system of multiple construction elements in production engineering terms .
- connecting flap is arranged on the upper surface of the fourth and fifth corner elements which extends from the upper surface at least over a distance greater than the height h of a basic wall element;
- the method further comprising at least the step of : - mutually connecting successive layers by connecting a connecting flap of a corner element of a lower-lying layer to at least a connecting flap of a construction element of a higher-lying layer.
- the method is preceded by the step of filling the construction elements with a filling material.
- This filling material is preferably introduced into the construction elements only at or close to the construction site, this having the logistic advantage than the still empty construction elements can be transported while very light and in volume-saving manner.
- the filling material is preferably already fine material which is not susceptible to rot and moreover retains its volume, such as plastic granulate and construction waste supplemented with sand. It is also possible to envisage the filling material being (extruder) clay which, after
- the filling can be reused or returned to nature without a recycling process after the dwelling has been demolished.
- the invention further relates to a system of
- construction elements for application in the method as described in the foregoing, the construction elements comprising : - a bag which comprises an upper side, a lower side, a front side, a rear side, a right end surface and a left end surface and which is fillable to substantially a block shape using filling material; and
- block-shaped, bag-like construction element is provided on the outer side thereof with one or more connecting flaps so that the construction elements can be coupled to each other by means of mutually connecting the connecting flaps.
- the construction elements are manufactured from textile, preferably
- construction elements are reinforced with carbon fibre.
- This carbon fibre is preferably interwoven with the geotextile.
- the construction elements are provided with an internally arranged, arcuate reinforcement.
- This arcuate reinforcement transmits compression forces exerted on the construction element to the edges of the block-shaped construction elements.
- the lower surface of the construction element is placed under strain of tension via these edges. This transmission of compression forces by the arcuate reinforcement enables the construction element to withstand higher compression forces.
- the arcuate reinforcement is preferably of a somewhat resilient material such as carbon fibre, glass fibre or a somewhat resilient composite.
- the arcuate reinforcement can be arranged in transverse direction and in lengthwise direction in the construction element, arrangement thereof in lengthwise direction provides a further structural advantage.
- the compression forces transmitted to the edges are now also absorbed by an edge of an adjacent construction element, the arcuate reinforcement of which will further absorb and transmit part of the force.
- At least the front and/or rear surface of the construction element is provided with a fire-resistant material.
- At least the upper and/or lower surface of the construction element is provided with one or more reinforcing strips oriented in the width direction of the construction element.
- the reinforcing strips are manufactured from carbon fibre.
- a fire-resistant front and rear surface are ideally combined with reinforcing strips arranged in upper and lower surface, so that in the case of fire the integrity of the building structure erected from construction elements is retained.
- PP polypropylene
- the block-shaped, bag-like construction elements of a first type are basic wall elements which have a length l E i , width b and height h and which are provided with connecting flaps at least close to both end surfaces.
- the construction elements can be mutually coupled using the connecting flaps.
- a further connecting flap is provided which extends from the upper surface at least over a distance greater than the height h of a basic wall element.
- the connecting flap is arranged on the upper surface and
- the block-shaped, bag-like construction elements of a second type are filling wall elements, comprising the same width b and height h as the basic wall elements, but the length 1 E2 of which is substantially half the length 1 E1 of the basic wall elements;
- a connecting flap is arranged close to one end surface of the filling wall element.
- the filling wall elements have a length 1 E2 which is substantially half the length 1 E1 of a basic wall element, the filling wall elements and basic wall elements can be combined such that they can be placed in the structurally strong half-brick bond, while the filling wall elements provide the possibility of being able to make flat end faces of the walls.
- the block-shaped, bag-like construction elements of a third type are first corner elements
- a connecting flap is arranged close to an end surface of the first corner element; and - wherein a connecting flap is arranged at least close to a part of a side of a front or rear surface of the first corner element.
- the first corner element is provided with a further connecting flap
- the connecting flap is arranged on the upper surface between the two end surfaces, wherein the distance from a first end surface substantially corresponds to the width b of a basic wall element, and the distance from the other end surface substantially corresponds to half the length of a basic wall element;
- the connecting flap extends from the upper surface at least over a distance greater than the height h of a basic wall element.
- the first corner element can hereby be coupled to construction elements in other height layers of the building structure.
- block-shaped, bag-like construction elements of a fourth type are second corner elements
- connecting flaps are provided at least close to both end surfaces.
- the second corner element is provided with a further connecting flap; - wherein the connecting flap is arranged on the upper surface between the two end surfaces, wherein the distance from a first end surface substantially corresponds to half the length l E i of a basic wall element, and the distance from the other end surface substantially corresponds to a length l E i of a basic wall element minus the width b of a basic wall element; and
- the connecting flap extends from the upper surface at least over a distance greater than the height h.
- the second corner element can hereby be coupled to
- block-shaped, bag-like construction elements of a fifth type are third corner elements
- a connecting flap is arranged at least close to a part of a side of a front or rear surface of the third corner element.
- the third corner element is provided with a further connecting flap
- the connecting flap is arranged on the upper surface between the two end surfaces, wherein the distance from a first end surface substantially corresponds to a width b of a basic wall element, and the distance from the other end surface substantially corresponds to a length 1 E1 of a basic wall element minus a width b of a basic wall element; and - wherein the connecting flap extends from the upper surface at least over a distance greater than the height h.
- the third corner element can hereby be coupled to
- block-shaped, bag-like construction elements of a sixth type are basic adjusting frame elements
- a channel-like recess is arranged in the other end surface in the height direction of the basic adjusting frame element, which recess is suitable for receiving an adjusting frame therein.
- the block-shaped, bag-like construction elements of a seventh type are filler adjusting frame elements
- a channel-like recess is arranged in the height direction of the filler adjusting frame element in the end surface opposite the end surface provided with the connecting flap (C 1 ) , which recess is suitable for receiving an adjusting frame therein.
- the block-shaped, bag-like construction elements of an eighth and ninth type are respectively fourth and fifth corner elements.
- the block-shaped, bag-like construction elements are corner elements ;
- a connecting flap is arranged at least close to a part of a side of a front or rear surface of the corner element .
- the specific location of the connecting flaps differs so that the respective block-shaped, bag-like construction elements of an eighth type (fourth corner elements) and ninth type (fifth corner elements) described below are obtained with which a corner can be constructed.
- a connecting flap is further arranged on the upper surface and substantially midway between the two end surfaces;
- the connecting flap extends from the upper surface at least over a distance greater than the height h of a basic wall element.
- the fourth corner element can hereby be coupled to construction elements in other height layers of the building structure.
- the connecting flap is in principle situated on the upper surface between the two end surfaces, wherein the distance from a first end surface substantially corresponds to a width b of a basic wall element, and the distance from the other end surface substantially corresponds to a length l E i of the basic wall element minus the width b of a basic wall element. At the specific length-width ratio of 2:1 this is simplified to a connecting flap arranged on the upper surface substantially midway between the two end surfaces.
- Figure 1 is a perspective view of an unfolded piece of geotextile for forming of a construction element therefrom;
- Figure 2 is a perspective view of a construction element formed from the piece of geotextile shown in figure 1;
- Figure 3 is a perspective view of the step of filling the construction element shown in figure 2 with a filling material ;
- Figure 4 is a perspective view of a first sub-step of folding closed the construction element shown in figure 3 ;
- Figure 5 is a perspective view of a second sub-step of folding closed the construction element shown in figures 3 and 4 ;
- Figure 6 is a perspective view of a third sub-step of folding closed the construction element shown in figures 3- 5;
- Figure 7 is a perspective view of a construction element folded fully closed
- Figure 7A is a cut-away perspective view of the
- Figure 7B is a cut-away perspective view of the
- construction element of figure 7 provided with an arcuate reinforcement arranged in lengthwise direction;
- Figure 7C is a cut-away perspective view of the
- construction element of figure 7 provided with a fire- resistant front and rear surface and reinforcing strips arranged in width direction;
- Figures 8A, 8B show a view of an unfolded basic wall element (A) with dimensions of the surfaces (B) ;
- Figures 9A, 9B show a view of an unfolded filling wall element (A) with dimensions of the surfaces (B) ;
- Figures 10A, 10B show a view of an unfolded first corner element (A) with dimensions of the surfaces (B) ;
- Figures 11A, 11B show a view of an unfolded second corner element (A) with dimensions of the surfaces (B) ;
- Figures 12A, 12B show a view of an unfolded third corner element (A) with dimensions of the surfaces (B) ;
- Figures 13A, 13B show a view of an unfolded basic adjusting frame element (A) with dimensions (B) ;
- Figures 14A, 14B show a view of an unfolded filler adjusting frame element (A) with dimensions (B) ;
- Figure 15A is a perspective view of three basic wall elements ;
- Figure 15B is a perspective view of the step of coupling the three basic wall elements shown in figure 15A in a layer ;
- Figure 15C is a perspective view of the basic wall elements coupled to each other in the step of figure 15B, and a further basic wall element to be placed thereabove;
- Figure 15D is a perspective view of the step of coupling the basic wall elements shown in figure 15A to each other;
- Figure 16 is a perspective view of a building structure erected from construction elements with a corner according to a first aspect of the invention;
- Figures 17A-17G show seven sub-steps in the assembly of the corner part shown in figure 16 from construction
- Figure 18 is a perspective view of a building structure erected from construction elements with a corner according to a second aspect of the invention.
- Figure 19 shows two corner elements for assembling the corner part of figure 18 according to the second aspect of the invention.
- Figure 20 shows a building erected from construction elements according to the invention.
- FIG. 1 shows an unfolded piece of geotextile for forming of a construction element
- figure 1 shows a basic wall element El
- the elucidation given with reference to figures 1-7 is likewise applicable to the other construction elements E1-E9 incorporated in this patent application.
- the construction elements E1-E9 are made up of a lower surface 0, an upper surface B, a front side surface V, a rear side surface A, a right end surface R, a left end surface L and one or more connecting surfaces C 1 , C 2 , C 3 , which will be referred to hereinbelow as connecting flaps.
- the front side surface V is assembled from a first part V 1 , a second part V 2 and a third part V 3 which, in the assembled state of construction element E1-E9, come to lie over each other and thus form a sturdy front side surface V.
- the rear side surface A is assembled in similar manner from a first part A 1 , a second part A 2 and a third part A 3 .
- the first connecting surface C 1 is assembled from a first part C 1_1 and a second part C 1-2 which in the unfolded state (figure 1) are situated on both outer ends of the basic part El b of basic wall element E. In the folded state these connecting flaps C 1_1 and C 1-2 come to lie against each other. After filling of a folded construction element these connecting flaps C 1_1 and C 1-2 come to lie against each other. After filling of a folded construction element these connecting flaps C 1_1 and C 1-2 come to lie against each other. After filling of a folded construction element these
- connecting flaps C 1_1 and C 1-2 will be connected to each other, for instance by being sewn together.
- the folded construction element El in figure 2 also comprises, in addition to the first connecting flap C 1 , (here still consisting of the individual connecting flaps C 1_1 and C 1-2 ), a second connecting flap C 1 , (here still consisting of the individual connecting flaps C 1_1 and C 1-2 ), a second connecting flap C 1 , (here still consisting of the individual connecting flaps C 1_1 and C 1-2 ), a second connecting flap C 1 , (here still consisting of the individual connecting flaps C 1_1 and C 1-2 ), a second connecting flap C 1 , (here still consisting of the individual connecting flaps C 1_1 and C 1-2 ), a second connecting flap C 1 , (here still consisting of the individual connecting flaps C 1_1 and C 1-2 ), a second connecting flap C 1 , (here still consisting of the individual connecting flaps C 1_1 and C 1-2 ), a second connecting flap C 1 , (here still consisting of the individual connecting flaps C 1_
- a flap apart El f is arranged on the basic part El b of the basic wall element El, for instance by means of sewing these two
- Figure 3 shows the step in which the basic wall element El assembled in figure 2 is filled with a filling material M, which preferably comprises a fine grain material which is not susceptible to rot and which moreover substantially retains volume.
- a filling material M which preferably comprises a fine grain material which is not susceptible to rot and which moreover substantially retains volume.
- Suitable materials are for instance plastic granulate, construction waste, sand or the like.
- the geotextile bag is folded closed as according to the steps shown in figures 4, 5 and 6.
- the first side part Z vl of the front side surface V and the first side part Z A1 of the rear side surface A are first folded inward.
- the second side part Z v2 of the front side surface V and the second side part Z A2 of the rear side surface A are then placed between the second part C 1-2 of the first connecting flap C 1 and the first part C 1_1 of the first connecting flap C 1 by folding the left end surface L inward (figure 6) .
- the first connecting flap C 1 is then formed by sewing together the first part C 1_1 and the second part C 1-2 , between which are situated the second side part Z of the front side surface V and the second side part Z of the rear side surface A.
- Figure 7 shows a basic wall element El which is folded fully closed and has a length 1, width b, and a height h.
- the construction element is provided with an arcuate reinforcement 2, 4 which transmits compression forces exerted on the construction element to the edges of the construction element.
- the arcuate reinforcement 2 is arranged in transverse direction of the construction element, while in the embodiment shown in figure 7B the arcuate
- reinforcement 4 is arranged in lengthwise direction.
- the arcuate reinforcement 4 shown in figure 7B and arranged in lengthwise direction of the construction element is provided with an opening 5 so that filling of the
- Figure 7C shows a construction element provided with a fire-resistant front surface V B and fire-resistant rear surface A B , and wherein reinforcing strips 6 are arranged in width direction on the upper surface B and lower surface 0.
- the end surfaces are also provided with a fire-resistant surface so that the construction elements according to the invention become highly fire-resistant and as such can be applied for temporary erection of a fire- resistant building structure.
- the invention thus provides the option of erecting a temporary barrier between a source of fire and an area to be protected.
- reinforcing strips 6 at least in the lower surface 0 of the construction element so that transmission of a compression force will result in a tensile strain in lower surface 0 and can be absorbed by these reinforcing strips 6.
- Figures 8A and 8B show views of an unfolded basic wall element El, wherein figure 8A shows the different surfaces of the basic wall element El and wherein figure 8B shows the dimensions of the different surfaces.
- This basic wall element El of figures 8A and 8B corresponds with the unfolded piece of geotextile shown in figure 1, and has already been discussed at length there.
- FIG 15A shows three basic wall elements El, respectively El-1, El-2 and El-3.
- Each basic wall element El has a front surface V, a rear surface A, a left end surface L, a right end surface R, a lower surface 0 and an upper surface B.
- Three connecting flaps C 1 , C 2 and C 3 are arranged on upper surface B, wherein connecting flap C 2 is situated midway between end surfaces L and R and wherein connecting flap C 2 extends from upper surface B over a distance which is at least greater than the height h of basic wall element El.
- the connecting flap C 2 extends over a distance substantially twice the height h of the basic wall element El from upper surface B.
- connecting flaps C 3 and C 1 When basic wall elements El-1 and El-2 are placed with their end surfaces R and L mutually abutting, connecting flaps C 3 and C 1 also come to lie against each other.
- Basic wall elements El-1 and El-2 are connected to each other by sewing connecting flaps C 3 and C 1 fixedly to each other, wherein at least one sewing seam is located close to upper surface B of basic wall elements El.
- the sewn together connecting flaps C 3 and C 1 of the respective basic wall elements El-1 and El-2 are then folded flat onto one of the two elements as shown in figure 15B, in which a layer of three connected basic wall elements El-1 and El-2 is shown.
- Figure 15C shows a basic wall element El-4 which can be placed in half-brick bond on the layer formed in figure 15B between the second connecting flaps C 2 of respectively the basic wall element El-1 and the basic wall element El-2.
- Connecting flaps C 2 of the two adjacently placed basic wall elements El-1, El-2 fixed to each other extend respectively along the left end surface L and the right end surface R of the basic wall element El-4 to be placed thereon in half- brick bond.
- the left end surface L of basic wall element El- 4 is placed against the first part C 2_1 of second connecting flap C 2 of the first basic wall element El-1.
- the first connecting flap C 1 of the basic wall element El-4 hereby comes to lie along the second part C 2 ⁇ 2 of the second
- filling wall elements E2 which have a length which is half the length of a basic wall element El, a wall can be filled on the end face such that the end face can be made flat while the half-brick bond is retained (figure 15D) .
- These filling wall elements E2 have only one
- connecting flap C 1 which, in the situation shown in figure 15D, is connected to the second part C 2 ⁇ 2 of the second connecting flap C 2 of basic wall element El-1 and the first connecting flap C 1 of basic wall element El-4.
- Figure 16 shows a part of a building structure, wherein the basic adjusting frame element E6 and the filler
- adjusting frame element E7 have on at least one end surface thereof a channel-like recess S in height direction which is suitable for receiving therein an adjusting frame (not shown) .
- the basic adjusting frame elements E6 have
- the filler adjusting frame elements E7 have dimensions identical to those of the filling wall elements E2.
- the building structure shown in figure 16 also has a corner which, according to a first aspect of the invention, is assembled from three elements E3, E4, E5. How a corner part according to the first aspect of the invention is assembled is now further elucidated with reference to figures 17A-17G.
- a first corner element E3 is placed in the corner.
- These first corner elements comprise the same width b and height h as basic wall elements El, but the length 1 E3 is substantially equal to the sum of the width b and half the length 1 E1 of a basic wall element El.
- a first connecting flap C 1 is arranged close to an end surface L and a connecting flap C 3 is arranged close to at least a part of a side of rear surface A of the first corner element E3.
- connecting flap C 2 which is arranged on upper surface B between the two end surfaces L, R and wherein the distance from the end surface L substantially corresponds to half the length of basic wall element El, and the distance from end surface R substantially corresponds to the width b of a basic wall element El. Connecting flap C 2 extends from upper surface B over a distance greater than the height h of basic wall element El.
- the second connecting flap C 2 extends from upper surface B substantially over a distance of twice the height h of basic wall element El.
- Figure 17B shows how a second corner element E4, which has the same width b and height h as basic wall element El, but the length 1 E4 of which is substantially equal to one and a half times the length 1 E1 of basic wall element El minus the width b of basic wall element El, is arranged against the first corner element E3.
- Connecting flaps C 1 , C 3 are provided close to both end surfaces L, R.
- the second corner element E4 also has a connecting flap C 2 arranged on upper surface B between the two end surfaces L, R, and wherein the distance from end surface L
- the connecting flap C 3 of the first corner element E3 and the connecting flap C 1 of the second corner element E4 are mutually connected by sewing the two flaps C 3 , C 1 to each other.
- a basic wall element El is placed in the manner already described above on the right end surface R of the second corner element E4.
- first corner element E3 and second corner element E4 Placed on top of first corner element E3 and second corner element E4 as shown in figure 17D is a third corner element E5 having the same width b, height h and length 1 as basic wall elements El.
- a connecting flap C 1 is arranged close to an end surface of the third corner element E5 and a connecting flap C 3 is arranged at least close to a part of a side of rear surface A of the third corner element E5.
- the third corner element E5 is further provided with a further connecting flap C 2 which is arranged on upper surface B between the two end surfaces L, R and wherein the distance from the end surface L substantially corresponds to a width b of a basic wall element El and the distance from the other end surface R substantially corresponds to a length 1 of a basic wall element El minus a width of a basic wall element El .
- Connecting flap C 2 extends from upper surface B at least over a distance greater than the height h. In the embodiment shown in figure 17D the connecting flap C 2 extends over a distance of roughly twice the height of a basic wall element El .
- FIG. 17E shows how further basic wall elements El and filling wall elements E2 are arranged in order to complete the building structure.
- Figure 18 is a perspective view of a building structure erected from construction elements with a corner according to a second aspect of the invention.
- the basic wall element El the basic wall element
- construction elements have a length/width ratio of 2:1, they provide the particular advantage that only two different corner elements, respectively fourth corner element E8 and fifth corner element E9 shown in figure 19, are necessary to arrange a corner in a building structure .
- the fourth and fifth corner elements E8, E9 have the same width b, height h and length 1 as a basic wall element El.
- a connecting flap C 1 is arranged close to an end surface of the corner element and a connecting flap C 3 is arranged at least close to a part of a side of a front or rear flap V, A of corner element E8, E9.
- the connecting flap C 2 extends from upper surface B over a distance of about twice the height h of a basic wall element El.
- fourth corner element E8 and fifth corner element E9 have dimensions equal to those of basic wall element El, this further simplifying the system of construction elements according to the invention.
- the only difference between fourth corner elements E8 and fifth corner elements E9 is the structure of connecting flaps C 2 and C 3 , which take a mirrored form between the two corner elements .
- Corner elements E8 and E9 are very simple to make as only the flap part of the construction element has to take a mirrored form.
- Figure 20 is a perspective view of a building erected from construction elements according to the present
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- Structural Engineering (AREA)
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- Electromagnetism (AREA)
- Mechanical Engineering (AREA)
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Abstract
Description
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Priority Applications (5)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201180029829.9A CN103025977B (en) | 2010-06-16 | 2011-06-15 | Use the system of the method for building unit construction of buildings structure and the building unit for the method |
EP11728708.6A EP2582892A1 (en) | 2010-06-16 | 2011-06-15 | Method for erecting a building structure with construction elements and a system of construction elements therefor |
BR112012032280A BR112012032280A2 (en) | 2010-06-16 | 2011-06-15 | method for erecting a building structure with building elements and a building element system for them |
US13/704,457 US8959865B2 (en) | 2010-06-16 | 2011-06-15 | Method for erecting a building structure with construction elements and a system of construction elements therefor |
ZA2012/08808A ZA201208808B (en) | 2010-06-16 | 2012-11-22 | Method for erecting a building structure with construction elements and a system of construction elements therefor |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
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NL2004901 | 2010-06-16 | ||
NL2004901A NL2004901C2 (en) | 2010-06-16 | 2010-06-16 | METHOD FOR BUILDING A BUILDING CONSTRUCTION WITH CONSTRUCTION ELEMENTS AND A SYSTEM OF CONSTRUCTION ELEMENTS THEREFORE. |
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WO2011159158A1 true WO2011159158A1 (en) | 2011-12-22 |
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PCT/NL2011/050434 WO2011159158A1 (en) | 2010-06-16 | 2011-06-15 | Method for erecting a building structure with construction elements and a system of construction elements therefor |
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---|---|
US (1) | US8959865B2 (en) |
EP (1) | EP2582892A1 (en) |
CN (1) | CN103025977B (en) |
BR (1) | BR112012032280A2 (en) |
NL (1) | NL2004901C2 (en) |
WO (1) | WO2011159158A1 (en) |
ZA (1) | ZA201208808B (en) |
Families Citing this family (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP3042002A1 (en) * | 2013-12-06 | 2016-07-13 | Hobi Endüstriyel Ürün Tasarim Uygulama Üretim Ithalat Ihracat Limited Sirketi | Foldable brick with rope attachments and detachable wall building system |
ITBG20150020A1 (en) * | 2015-04-14 | 2016-10-14 | Milano Politecnico | FLEXIBLE PANEL |
GB2583152B (en) * | 2019-10-04 | 2021-06-09 | Patel Rahul | Stackable block |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
BE560165A (en) * | ||||
US3886751A (en) * | 1973-11-12 | 1975-06-03 | Jimenez Labora Mauricio Porraz | Aquatic construction module and method of forming thereof |
CA2320009A1 (en) * | 2000-10-12 | 2000-12-24 | Guy Boudreau | Reusable bag for dike construction |
Family Cites Families (17)
Publication number | Priority date | Publication date | Assignee | Title |
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US3665669A (en) * | 1970-09-18 | 1972-05-30 | Nasa | Foldable construction block |
US3702520A (en) * | 1971-01-18 | 1972-11-14 | Nasa | Foldable construction block |
GB2061348A (en) | 1979-08-29 | 1981-05-13 | Gypsum Ind Ltd | Method of building using bags of water settable material |
US4499599A (en) * | 1983-01-03 | 1985-02-12 | Polett Walter J | Stackable flexible bulk container |
US4608799A (en) * | 1984-12-31 | 1986-09-02 | Stanley Hasegawa | Building block system |
US4650368A (en) * | 1985-05-10 | 1987-03-17 | American Threshold Industries, Inc. | Flood water containment bag |
US5584599A (en) * | 1994-12-19 | 1996-12-17 | Knittel; Richard D. | Modular barrier system with interconnected sandbags |
US5662508A (en) * | 1995-11-13 | 1997-09-02 | Inland Container Corporation | Toy building blocks |
US5971661A (en) * | 1997-07-30 | 1999-10-26 | Johnson; Harold Wayne | Water containment device and levee for impeding a flow of water |
US5934027A (en) * | 1998-02-19 | 1999-08-10 | Khalili; Ebrahim Nader | Earthquake resistant building structure employing sandbags |
US6612741B1 (en) * | 2002-11-27 | 2003-09-02 | James Horne | Sandbag with spring-like self-closing opening |
US7329069B2 (en) * | 2003-07-11 | 2008-02-12 | Slater Steve A | Sectional interlocking barrier bags |
US7097390B1 (en) * | 2005-06-16 | 2006-08-29 | Mega, Inc. | Fine-grained fill reinforcing apparatus and method |
US7922421B2 (en) * | 2005-12-15 | 2011-04-12 | Urban Environmental Corp. | Shoreline erosion and flood control system and method |
CN200949275Y (en) * | 2006-04-27 | 2007-09-19 | 杨建涛 | Self-support wall structure built by using sand bag |
US8382400B2 (en) * | 2008-07-15 | 2013-02-26 | John M. Powell | Sandbag |
CN101575879A (en) | 2009-04-15 | 2009-11-11 | 黑龙江龙态环保科技发展有限公司 | Ecological house |
-
2010
- 2010-06-16 NL NL2004901A patent/NL2004901C2/en not_active IP Right Cessation
-
2011
- 2011-06-15 BR BR112012032280A patent/BR112012032280A2/en not_active Application Discontinuation
- 2011-06-15 WO PCT/NL2011/050434 patent/WO2011159158A1/en active Application Filing
- 2011-06-15 US US13/704,457 patent/US8959865B2/en not_active Expired - Fee Related
- 2011-06-15 EP EP11728708.6A patent/EP2582892A1/en not_active Withdrawn
- 2011-06-15 CN CN201180029829.9A patent/CN103025977B/en not_active Expired - Fee Related
-
2012
- 2012-11-22 ZA ZA2012/08808A patent/ZA201208808B/en unknown
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
BE560165A (en) * | ||||
US3886751A (en) * | 1973-11-12 | 1975-06-03 | Jimenez Labora Mauricio Porraz | Aquatic construction module and method of forming thereof |
CA2320009A1 (en) * | 2000-10-12 | 2000-12-24 | Guy Boudreau | Reusable bag for dike construction |
Also Published As
Publication number | Publication date |
---|---|
CN103025977A (en) | 2013-04-03 |
CN103025977B (en) | 2016-03-02 |
US20130167466A1 (en) | 2013-07-04 |
EP2582892A1 (en) | 2013-04-24 |
ZA201208808B (en) | 2014-01-29 |
US8959865B2 (en) | 2015-02-24 |
NL2004901C2 (en) | 2011-12-19 |
BR112012032280A2 (en) | 2016-11-16 |
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