WO2006030053A2 - Ensembles d'elements de construction de batiments - Google Patents
Ensembles d'elements de construction de batiments Download PDFInfo
- Publication number
- WO2006030053A2 WO2006030053A2 PCT/ES2005/070114 ES2005070114W WO2006030053A2 WO 2006030053 A2 WO2006030053 A2 WO 2006030053A2 ES 2005070114 W ES2005070114 W ES 2005070114W WO 2006030053 A2 WO2006030053 A2 WO 2006030053A2
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- blocks
- elements
- mortar
- joists
- buildings
- Prior art date
Links
Classifications
-
- 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
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/17—Floor structures partly formed in situ
- E04B5/23—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated
- E04B5/26—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated with filling members between the beams
- E04B5/261—Monolithic filling members
- E04B5/265—Monolithic filling members with one or more hollow cores
-
- 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
- E04B2002/0232—Undercut connections, e.g. using undercut tongues and grooves
- E04B2002/0234—Angular dovetails
-
- 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
- E04B2002/0243—Separate connectors or inserts, e.g. pegs, pins or keys
- E04B2002/0252—Dovetail keys
Definitions
- the present invention is applicable in the building construction sector, and particularly suitable for constructions of one or a few heights.
- the building construction sector has already existed for a long time and through the construction times there were always some novelties, other ways to build a house or building due to the architecture and the materials that existed. So you can build a house in the traditional style with blocks and mortar, a house that consists of almost only glass, wood, clay etc., or you can also build houses with prefabricated parts very quickly.
- the present invention consists of a set of building construction devices or similar in which general structures such as walls, roofs, ceilings, etc. are constructed. Especially suitable for construction in seismic areas.
- Certain faces of the blocks have complementary arrangements that present the adjacent blocks. These provisions allow self assembly the blocks in rectilinear and / or angular alignments, thus suppressing any means of connection.
- the upper and / or lower faces may also have the complementary means formed to allow the juxtaposition of the blocks.
- the blocks have certain male and female guides on their sides and ends, so the corresponding guides easily overlap, a guide on the upper face of the blocks are the projections, so the upper faces of the blocks also overlap with the lower faces, making an interlacing between the projections and the corresponding arrangements in the lower face of the blocks, thus increasing the vertical nexus.
- the improvements in the construction as defined in the claims allow the realization of a building of any height, for all people without specific qualification, nor special tools.
- the building blocks are arranged on the support templates that constitute the peripheral belt of the base of the building, which guard these templates with reinforced concrete, lifting walls and partitions of different blocks with self-assembling profiles, without any means of joining, laying the slabs in the ground, ceilings, and all the profiles constituted by means of element supported on the joists that collaborate with the corresponding part of the blocks that constitute a continuous peripheral belt, reinforced concrete is introduced in the blocks of the angle that are in vertical communication, as well as in the rows of blocks located peripherally at the level of floors and ceilings; they have, in combination with the joists that support the elements that constitute the roof and the tiles.
- the improvements consist of the essential combination: - Of the floor support templates that have at least two ribs or vertical wings, between which reinforced concrete is introduced.
- Figures 1 to 5 are perspective views with corresponding views Top of the self-assembling blocks.
- Figure 6 A perspective view of the connection element for connecting two female arrangements.
- Figures 7 to 14 show perspective views with their corresponding top views of the different realizations of the self-assembling blocks with two holes.
- Figures 15 to 20 show perspective views with their corresponding top views of the different possibilities of realization of the self-assembling blocks with only one hole.
- Figure 21 A perspective view of a block with two edges.
- Figure 22 A perspective view of a block with an edge.
- Figure 23 A side view corresponding to Figure 24.
- Figure 24 A perspective view of the flat cellular element intended to constitute the floor, ceiling and ceiling.
- Figure 25 A perspective view of the joist that mainly collaborates with the alveolar flat elements.
- Figure 26 An elevation view of the joist.
- Figure 27 An elevation view in section showing the positioning of the alveolar elements and joists.
- Figure 28 A perspective view, showing how the roof block is placed on the self-assembling blocks.
- Figure 29 Shows the support template in the three perspective views, - top and - elevation.
- Figure 30 A perspective view of a block with a rectangular hole and three projections.
- Figure 31 A perspective view of a block with a quadratic hole and two highlights.
- Figures 32 and 33 Perspective views that more particularly illustrate the assembly and positioning of the floor support templates.
- Figure 34 A perspective view, with partial cuts, showing an embodiment according to the proposed improvements.
- the support templates 1 (figure 29) are placed on the floor, placed juxtaposed in a straight line and according to various angular orientations at right angles mainly, to constitute a closed peripheral belt. These template elements 1 are made and arranged to, on the one hand, make the foundation of the building, and on the other, allow the assembly and arrangement of the different self-assembling blocks.
- these support templates 1 have a U-shaped cross-section in their intermediate part, two rectilinear vertical wings 1.1 and 1.2 that extend parallel to the external U-profile wings 1.3 thus delimiting three internal channels 1.4, 1.5 and 1.6.
- the different template elements are arranged in the excavations (figure 34) or directly on the ground (figure 33) depending on the state of the terrain and nature of the construction.
- On the internal wings are mounted arranged and centered, the various blocks of self-assembling profile.
- the width of the building blocks is equal to the external separation of wings 1.1 and 1.2.
- the longitudinal edges of the wings 1.1 and 1.2 may have provisions 1.7 and 1.8 such as grooves capable of collaborating with two complementary positions formed in the base and in combination with the edges of the building blocks.
- the main types of blocks are shown in particular and separately, in Figures 1 to 5 and 7 to 20.
- each building block in clay concrete or any other material, has a hollow parallelepipedic shape.
- the base blocks or modules 2 divided internally by an internal transverse wall 2.1 that delimit the two open internal cavities 2.2 and of the same dimensions.
- the base modules are of two types essentially depending on whether they should be assembled in a straight line or at a 90 ° angle.
- the blocks 2 have complementary arrangements of male-female 2.3-2.4 allowing the self-assembly of said blocks by overlapping (figure 32).
- At least one of the transverse faces of the block 2 also has provisions 2.3 and / or 2.4 such that one of the lateral faces of said blocks, present vertically on the middle axis of one of the internal concavities 2.2, a complementary hollow and / or embossed footprint 2.5 (figure 7) corresponding to the male / female parts 2.3-2.4 (figure 1).
- a complementary hollow and / or embossed footprint 2.5 (figure 7) corresponding to the male / female parts 2.3-2.4 (figure 1).
- To the upper face of the blocks are placed, just to the inner transverse wall 2.1 and just to one of the outer transverse walls 2.6, some projections 14 that interweave with the lower face of the blocks with arrangements corresponding to projections 14, whereby a better vertical link is thus generated.
- the blocks 3 that are hollow and equal to a half base module (2).
- the cross faces of blocks 3 have complementary male and / or female footprints 3.1 and 3.2 capable of collaborating by interlocking with fingerprints 2.3, 2.4 and 2.5 (figures 1 and 7) and also carry the projections 14 on the upper face and on the lower face the complementary holes for vertical entanglement.
- blocks 2 and / or 3 can be connected by means of the connection piece 13 (figure 6), introducing in both female slots 2.4, 3.2 and / or 2.5.
- the transverse ends of the block 4 are not closed but totally open, presenting a continuity , after the juxtaposition of said blocks, which have complementary guides 14.1 on their underside.
- Blocks 5 with the same properties of blocks 4, but of cross section in L.
- the blocks 6 are like the blocks 2 but with only one long hole and they have only three projections 14 for their upper face and the complementary holes for their lower face, as can be seen in Ia (figure 30).
- Blocks 7 are blocks like blocks 6 but block 7 is shorter in length and has only two projections 14 ( Figure 31).
- the different blocks 2 to 7 allow the verticality of the walls and partitions according to multiple angular orientations (figure 32). No joining means is necessary to ensure assembly both horizontally and vertically.
- joists 9 have an inverted "T" transverse profile and can be internally armed by longitudinal irons 9.3. These joists, mainly in the case of the construction of a floor at the level of the ceiling, collaborate with the blocks 4. In this way one of the two lateral faces of certain blocks 4 have a cut that allows the union and the passage of the joist 9 where the horizontal wing 9.1 rests at the bottom of said blocks 4.
- the smooth elements 8 are presented in the form of hollow bodies, manufactured directly in this way, to constitute a first row of alveoli 8.1 and a second row of alveoli 8.2.
- the separation walls 8.3 and 8.4 of each of the rows are regularly and alternatively declined with respect to each other.
- the longitudinal edges of the end 8.5 and the upper row of the cells 8.1 are inclined, which confers a trapezoidal section.
- the longitudinal edges of the ends 8.6 of the lower row of cells 8.2, with straight lines and are offset in delay with respect to the edges 8.1, the partitions 8.7 are substantially arranged in the middle of the cells 8.1.
- the alveoli 8.1 are four, unlike the alveoli 8.2 which are three.
- the bottom 8.8 of the lower row of alveoli 8.2 protrudes symmetrically from each of the longitudinal edges 8.6 with the bottom 8.9 of the upper row of alveoli 8.1 being delayed ( Figure 24).
- the lateral edges 8.6 and the separating partitions 8.7, of the lower row of cells have each, starting from at least one of its vertical faces, a notched groove 8.10 that allows the passage of electric wires or various sheaths (figure 24). These notches 8.10 are practiced close to the bottom 8.8.
- the lateral edges of the bottom 8.8 of the upper row of alveoli rest on the corresponding wings of the two joists 9.
- the height of the upper part 8.1 of the elements 8 is less than the height of the wing vertical 9.2 of the joists 9 thus reserving, after the relative positioning of the elements 8, a free space to allow for example the introduction of any garrison material.
- the tiles 12 can advantageously be fixed on the slats 10 of the joists 9 by covering the honeycomb elements 8 with any material.
- the construction procedure according to the invention should now be analyzed.
- the support templates 1 are provided on the ground or in excavations, constituting the base perimeter of the desired construction. It is introduced between wings 1.1, 1.2 and 1.3, in channels 1.4, 1.5 and 1.6 reinforced iron concrete that constitutes the reinforcement.
- the different building blocks are arranged manually in combination with the arrangements presented by the edges of the central wings 1.1 and 1.2.
- Base modules 2 (first and second type) are used for this purpose.
- the assembly is carried out in successive rows by interlocking the different blocks based on an assembly.
- the rows of blocks are superimposed in an alternative manner, the base module means 2 and 3 are placed at the main angles, decorated alternately.
- the assembly of the windows F and the doors P can be done at the same time as the building, the sleepers have complementary provisions to the corresponding ones of the blocks.
- Concrete is introduced into the vertical coincidence cavities of the angled blocks, to form the stiffness pillars.
- the bars can be introduced into the concrete (figure 33). Concrete is introduced between the wings of the blocks 1 thus constituting a peripheral belt of rigidity. Proceed in the same way to the next level and so on to the roof.
- the joists 9 are arranged, at regulatory intervals corresponding to the width of the cellular elements 8, in the recesses that have blocks for this purpose. At ground level, joists can rest on the wings of the support templates. Once the joists 9 are placed, the honeycomb elements 8 are arranged. It is now poured between the vertical wings 9.2 and the joists 9 on the honeycomb elements 8, any packing material.
- two slats 10 are arranged in the corresponding notches 9.3 to the joists 9 for the fixing of the roofs 12, in combination with the interlocking pieces 11 that form a tunnel for the eventual passage of pods and others.
- the totality of the blocks involved in the realization of walls and partitions is self-assembling by inbrication without any mortar or joining means, with the exception, as indicated above, of the peripheral belts at the level of the floors and of the different angle pillars.
- the same goes for the alveolar elements mounted in combination with the joists. It is a simplification of the assembly that can be done by anyone without particular rating, so it is also very economical.
- the static advantage is that the constructions with these blocks still achieve a ductility and a nexus greater than the antecedent P546986 due to said projections 14 on the upper face and the complementary guides 14.1 on the lower face. Thus it is especially suitable for use in seismic areas.
- the set of building block devices, without mortar, is susceptible to manufacturing in the building construction sector or the like.
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Revetment (AREA)
- Building Environments (AREA)
- Floor Finish (AREA)
Abstract
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
ESU200402009 | 2004-08-17 | ||
ES200402009 | 2004-08-17 |
Publications (2)
Publication Number | Publication Date |
---|---|
WO2006030053A2 true WO2006030053A2 (fr) | 2006-03-23 |
WO2006030053A3 WO2006030053A3 (fr) | 2008-05-29 |
Family
ID=36060393
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/ES2005/070114 WO2006030053A2 (fr) | 2004-08-17 | 2005-07-27 | Ensembles d'elements de construction de batiments |
Country Status (1)
Country | Link |
---|---|
WO (1) | WO2006030053A2 (fr) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2011101514A1 (fr) * | 2010-02-18 | 2011-08-25 | Ricardo Gonzalez Del Castillo | Élément pour la construction de cloisons |
ITPD20120014A1 (it) * | 2012-01-18 | 2013-07-19 | Valle Francesco Srl | Sistema di blocchi o elementi da costruzione |
CN112627393A (zh) * | 2020-11-23 | 2021-04-09 | 中国十九冶集团有限公司 | 用于框架建筑工程的砌筑墙体结构 |
Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2303913A1 (fr) * | 1975-03-10 | 1976-10-08 | Rubio Leandre | Toiture sans charpente de bois. risque d'incendie supprime, 100 % garantie totale d'accrochage des tuiles conventionnelles |
ES472250A1 (es) * | 1978-08-01 | 1979-03-16 | Navarro Lorenzo Fernandez | Ÿperfeccionamientos introducidos en la construccion de edi- ficiosÿ |
GB2060026A (en) * | 1979-10-16 | 1981-04-29 | Coelho Dos Santos J | Building blocks |
FR2501262A1 (fr) * | 1981-03-03 | 1982-09-10 | Benchehida Mohamed | Element de construction creux et batiment execute a sec au moyen de cet element |
FR2508956A1 (fr) * | 1981-07-06 | 1983-01-07 | Lacoste Andre | Elements constructifs isothermes prefabriques en beton vibre, pour construction de murs, et procede de montage correspondant |
ES8702565A1 (es) * | 1984-09-14 | 1987-01-01 | Navarro Lorenzo Fernandez | Mejoras introducidas en la construccion de edificios |
US5575128A (en) * | 1994-06-27 | 1996-11-19 | Haener; Juan | Interlocking mortarless building block system |
WO2002101164A1 (fr) * | 2001-06-12 | 2002-12-19 | Pioneer Building Products (Qld) Pty Ltd | Constructions de blocs de maçonnerie presentant un revetement polymere |
-
2005
- 2005-07-27 WO PCT/ES2005/070114 patent/WO2006030053A2/fr active Application Filing
Patent Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2303913A1 (fr) * | 1975-03-10 | 1976-10-08 | Rubio Leandre | Toiture sans charpente de bois. risque d'incendie supprime, 100 % garantie totale d'accrochage des tuiles conventionnelles |
ES472250A1 (es) * | 1978-08-01 | 1979-03-16 | Navarro Lorenzo Fernandez | Ÿperfeccionamientos introducidos en la construccion de edi- ficiosÿ |
GB2060026A (en) * | 1979-10-16 | 1981-04-29 | Coelho Dos Santos J | Building blocks |
FR2501262A1 (fr) * | 1981-03-03 | 1982-09-10 | Benchehida Mohamed | Element de construction creux et batiment execute a sec au moyen de cet element |
FR2508956A1 (fr) * | 1981-07-06 | 1983-01-07 | Lacoste Andre | Elements constructifs isothermes prefabriques en beton vibre, pour construction de murs, et procede de montage correspondant |
ES8702565A1 (es) * | 1984-09-14 | 1987-01-01 | Navarro Lorenzo Fernandez | Mejoras introducidas en la construccion de edificios |
US5575128A (en) * | 1994-06-27 | 1996-11-19 | Haener; Juan | Interlocking mortarless building block system |
WO2002101164A1 (fr) * | 2001-06-12 | 2002-12-19 | Pioneer Building Products (Qld) Pty Ltd | Constructions de blocs de maçonnerie presentant un revetement polymere |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2011101514A1 (fr) * | 2010-02-18 | 2011-08-25 | Ricardo Gonzalez Del Castillo | Élément pour la construction de cloisons |
ITPD20120014A1 (it) * | 2012-01-18 | 2013-07-19 | Valle Francesco Srl | Sistema di blocchi o elementi da costruzione |
CN112627393A (zh) * | 2020-11-23 | 2021-04-09 | 中国十九冶集团有限公司 | 用于框架建筑工程的砌筑墙体结构 |
Also Published As
Publication number | Publication date |
---|---|
WO2006030053A3 (fr) | 2008-05-29 |
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