WO2011007025A1 - Forjado para plantas de construcción - Google Patents
Forjado para plantas de construcción Download PDFInfo
- Publication number
- WO2011007025A1 WO2011007025A1 PCT/ES2010/000303 ES2010000303W WO2011007025A1 WO 2011007025 A1 WO2011007025 A1 WO 2011007025A1 ES 2010000303 W ES2010000303 W ES 2010000303W WO 2011007025 A1 WO2011007025 A1 WO 2011007025A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- block
- construction
- forged
- longitudinal channel
- pieces
- Prior art date
Links
- 238000010276 construction Methods 0.000 title claims abstract description 17
- 239000004567 concrete Substances 0.000 claims abstract description 9
- 230000015572 biosynthetic process Effects 0.000 claims description 8
- 239000003292 glue Substances 0.000 claims description 3
- 238000005242 forging Methods 0.000 claims 1
- 238000007493 shaping process Methods 0.000 abstract 2
- 239000004568 cement Substances 0.000 abstract 1
- 239000004794 expanded polystyrene Substances 0.000 abstract 1
- 239000000203 mixture Substances 0.000 description 9
- 238000005755 formation reaction Methods 0.000 description 7
- 238000009413 insulation Methods 0.000 description 4
- 230000006835 compression Effects 0.000 description 3
- 238000007906 compression Methods 0.000 description 3
- 230000008878 coupling Effects 0.000 description 3
- 238000010168 coupling process Methods 0.000 description 3
- 238000005859 coupling reaction Methods 0.000 description 3
- 239000000543 intermediate Substances 0.000 description 2
- 239000011513 prestressed concrete Substances 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- 230000000284 resting effect Effects 0.000 description 2
- 239000000919 ceramic Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
Classifications
-
- 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
- E04B5/18—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly cast between filling members
- E04B5/19—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly cast between filling members the filling members acting as self-supporting permanent forms
-
- 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
Definitions
- the present invention is related to the construction of the slabs with which the dividing plates are formed between the floors of the buildings, as well as the lower floor plate and the upper cover plate , proposing a slab that is determined according to a structural embodiment of very advantageous characteristics for that application.
- the structures of the buildings are formed conventionally with a frame of columns and beams, on which the bottom floor plate, the top cover plate and the division plates between the plants of different heights are formed, determining said plates through formations called forged.
- Such slabs are usually formed by parallel beams of prestressed concrete that are arranged supported on the beams of the structural framework, incorporating between the joists ceramic elements called vaults, determining a set of closed surface, on which a layer of concrete is poured, called compression layer, by which the assembly is unified constituting a resistant plate.
- a type of floor slab which is formed with prefabricated pieces that are placed in successive coupling between them, said parts comprising a constructional formation that determines optimum strength, lightness and insulation characteristics for the formation of the floors.
- the forming pieces of this slab object of the invention consist of a rectangular prismatic block of expanded polyspan, in which a channel is determined longitudinally that deepens from the top to more than half the thickness of the height, while transversely in the block a series of grooves are defined that deepen to near the bottom base and others intermediate grooves that deepen only a small height, with a layer of concrete glue included in the bottom of the longitudinal channel, in which a lattice structure is anchored.
- the expanded polyspan block On the longitudinal sides the expanded polyspan block has reciprocal conformations, of prominent configuration on one side and incoming on the other side, through which the tongue and groove side coupling of successive pieces is susceptible to form a continuous construction assembly.
- the slab formation pieces With the aforementioned slab formation pieces, it is therefore possible to make construction compositions in the desired dimensions, successively arranging the necessary parts, which are laterally coupled by tongue and groove, securing the joint by means of bars that are they include through the transverse grooves of the blocks of the pieces, joining the lattice structures that are housed in the longitudinal channel thereof.
- the pieces are susceptible to be associated by their ends joining the lattice structures of the same, which also allows to form a longitudinal composition, for example up to ten meters long with two-meter pieces, without these measures being limiting, building extensions of slabs of any dimension can be formed.
- the lattice structure of the channel length of the component parts can be of one or several heights, and by the transverse grooves one or more tie rods can be included.
- the association of pieces that are arranged for the formation of a slab determines a closed composition, on which a mass of concrete extends to form the compression layer of the construction plates, as in conventional slabs, filling said mass of concrete the longitudinal channels and the transverse grooves of the pieces of the composition, which are thus joined together by ribs of reinforced concrete, determining a resistant assembly.
- said slab object of the invention results in certain advantageous characteristics, acquiring its own life and preferential character with respect to the conventional slabs of the same application.
- Figure 1 shows in perspective a set of two pieces joined laterally for the formation of a forged according to the object of the invention.
- Figure 2 is a sectional view of the constructive formation of a floor according to the invention.
- the object of the invention relates to a slab intended for the lower floor plates, the upper deck or the separation between the height plants in the buildings, with characteristics that favor the assembly in the application constructions, also determining good resistance, lightness and insulation characteristics.
- the preformed floor is formed by composition with prefabricated modular pieces, which are joined together laterally and longitudinally forming a closed extension, each piece comprising a rectangular prismatic block (1), of expanded polyspan, in which a longitudinal channel is defined (2) that deepens from the top to more than half the thickness of the height, while deep grooves (3) that reach up to the bottom base and shallow grooves (4) are defined in alternating distribution ).
- a mass (5) of concrete glue is housed, which supports a lattice structure (6) anchored in solidarity.
- Said lattice structure (6) can be of one or more heights, depending on the resistance that the slab is required to form.
- the block (1) of expanded polyspan determines reciprocal conformations (7 and 8), one of which (7) is defined in an incoming way, while the conformation (8) of the opposite side define a prominent correlative form.
- the block (1) of each modular piece can be coupled sideways consecutively with the block (1) of other modular pieces, establishing a tongue and groove joint between the successive pieces by fitting between the conformations (7 and 8) corresponding of the same, being able to compose in this way an extension of any dimension by means of the necessary modular pieces.
- Modular pieces are also likely to be associated longitudinally, by coupling at its ends, establishing a connection between the corresponding lattice structures (6), so that a longitudinal extension composition can also be formed, to form slabs of different dimensions.
- the slabs are very easy to construct, the component parts resting on the structural columns (10) of the building, and in provisional support by means of supports (11), as shown in Figure 2, for extending over the composition formed with the modular pieces, a concrete layer (12), with which the slab compression layer is formed, also filling the concrete mass with the longitudinal channel (2) and the transverse grooves (3 and 4) of the pieces, where ribs of reinforced concrete are formed that make resistant beams in the slab.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Floor Finish (AREA)
- Cultivation Receptacles Or Flower-Pots, Or Pots For Seedlings (AREA)
- Artificial Fish Reefs (AREA)
- Panels For Use In Building Construction (AREA)
- Joining Of Building Structures In Genera (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- Building Environments (AREA)
Abstract
Description
Claims
Priority Applications (10)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2012520057A JP2012533696A (ja) | 2009-07-17 | 2010-07-14 | 床構築用トップスラブ |
BR112012001015A BR112012001015A2 (pt) | 2009-07-17 | 2010-07-14 | parte forjada para plantas de construção |
AU2010272439A AU2010272439A1 (en) | 2009-07-17 | 2010-07-14 | Floor slab for construction plant |
MX2012000648A MX2012000648A (es) | 2009-07-17 | 2010-07-14 | Forjado para plantas de construccion. |
CA2767949A CA2767949A1 (en) | 2009-07-17 | 2010-07-14 | Top slab for building floors |
RU2012105974/03A RU2012105974A (ru) | 2009-07-17 | 2010-07-14 | Плита перекрытия для строительной площадки |
CN2010800320156A CN102472046A (zh) | 2009-07-17 | 2010-07-14 | 楼层顶板 |
ES201250001A ES2387114B1 (es) | 2009-07-17 | 2010-07-14 | Forjado para plantas de construcción |
TNP2012000025A TN2012000025A1 (en) | 2009-07-17 | 2012-01-17 | Floor slab for construction plant |
MA34644A MA33640B1 (fr) | 2009-07-17 | 2012-02-17 | Coffrage pour étages de construction |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
ESU200901142 | 2009-07-17 | ||
ES200901142U ES1071064Y (es) | 2009-07-17 | 2009-07-17 | Forjado para plantas de construccion |
Publications (1)
Publication Number | Publication Date |
---|---|
WO2011007025A1 true WO2011007025A1 (es) | 2011-01-20 |
Family
ID=41360235
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/ES2010/000303 WO2011007025A1 (es) | 2009-07-17 | 2010-07-14 | Forjado para plantas de construcción |
Country Status (17)
Country | Link |
---|---|
JP (1) | JP2012533696A (es) |
CN (1) | CN102472046A (es) |
AU (1) | AU2010272439A1 (es) |
BR (1) | BR112012001015A2 (es) |
CA (1) | CA2767949A1 (es) |
CL (1) | CL2012000109A1 (es) |
CO (1) | CO6430482A2 (es) |
DO (1) | DOP2012000010A (es) |
EC (1) | ECSP12011608A (es) |
ES (2) | ES1071064Y (es) |
MA (1) | MA33640B1 (es) |
MX (1) | MX2012000648A (es) |
PE (1) | PE20120687A1 (es) |
RU (1) | RU2012105974A (es) |
TN (1) | TN2012000025A1 (es) |
TR (1) | TR201200511T1 (es) |
WO (1) | WO2011007025A1 (es) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
ITTO20120370A1 (it) * | 2012-04-26 | 2013-10-27 | Bazzica Engineering S R L | Solaio modulare con cassero a perdere |
Families Citing this family (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
RS54106B1 (en) * | 2011-08-03 | 2015-10-30 | Milan KEKANOVIĆ | PROCEDURE FOR CONSTRUCTION OF BUILDINGS FROM MONTALLITE WALLS AND INTERMEDIATE PANELS |
CN103572874A (zh) * | 2013-11-21 | 2014-02-12 | 西南科技大学 | 钢框架房屋的钢筋混凝土叠合楼板的建造方法 |
CN104612301A (zh) * | 2015-02-12 | 2015-05-13 | 安徽水利开发股份有限公司 | 钢结构复合楼板 |
ITUB20151959A1 (it) * | 2015-07-07 | 2017-01-07 | Elle Esse Srl | Pannello isolante e autoportante, fungente da cassero collaborante per solai in calcestruzzo armato, e procedimento produttivo del pannello. |
CN105178489A (zh) * | 2015-09-15 | 2015-12-23 | 李春福 | 复合型保温楼板 |
Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2138547A1 (es) * | 1971-05-24 | 1973-01-05 | Delmas Fanguede Jean | |
FR2240325A1 (en) * | 1973-08-08 | 1975-03-07 | Vallos Raymond | Method of forming composite wall panel - involves using lightweight sheet as former for concrete reinforcement |
DE3040322A1 (de) * | 1980-10-25 | 1982-05-27 | Bauer, Edmund, 8950 Kaufbeuren | Wandelement |
FR2570739A1 (fr) * | 1984-09-26 | 1986-03-28 | Serre Michel | Module pour la fabrication de planchers |
US5172532A (en) * | 1988-04-01 | 1992-12-22 | Gibbar Jr James H | Prefabricated polymer building wall panels |
WO1995009953A1 (en) * | 1993-10-05 | 1995-04-13 | N.T.C. S.R.L. | A prefabricated element for floor construction |
ES1048511U (es) * | 2001-03-06 | 2001-09-01 | Fabricados Y Pretensados Garci | Placa machihembrada aislante de hormigon para cubiertas. |
Family Cites Families (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
ITMI20040941A1 (it) * | 2004-05-11 | 2005-11-12 | Plastedil Sa | Elemento costruttivo portante in particolare per la realizzazione di solai di edifici e struttura di solaio incorporante tale elemento |
JP4705446B2 (ja) * | 2005-09-27 | 2011-06-22 | 積水化成品工業株式会社 | 埋込材とそれを定着した中空スラブ用基板 |
WO2007138655A1 (ja) * | 2006-05-26 | 2007-12-06 | Hero Life Company Co., Ltd. | 床スラブの施工方法および型枠パネル |
CN1944902A (zh) * | 2006-11-01 | 2007-04-11 | 邱则有 | 一种钢筋砼带肋预制板 |
-
2009
- 2009-07-17 ES ES200901142U patent/ES1071064Y/es not_active Expired - Fee Related
-
2010
- 2010-07-14 WO PCT/ES2010/000303 patent/WO2011007025A1/es active Application Filing
- 2010-07-14 CN CN2010800320156A patent/CN102472046A/zh active Pending
- 2010-07-14 MX MX2012000648A patent/MX2012000648A/es not_active Application Discontinuation
- 2010-07-14 CA CA2767949A patent/CA2767949A1/en not_active Abandoned
- 2010-07-14 PE PE2012000019A patent/PE20120687A1/es not_active Application Discontinuation
- 2010-07-14 BR BR112012001015A patent/BR112012001015A2/pt not_active IP Right Cessation
- 2010-07-14 JP JP2012520057A patent/JP2012533696A/ja active Pending
- 2010-07-14 RU RU2012105974/03A patent/RU2012105974A/ru not_active Application Discontinuation
- 2010-07-14 AU AU2010272439A patent/AU2010272439A1/en not_active Abandoned
- 2010-07-14 ES ES201250001A patent/ES2387114B1/es not_active Expired - Fee Related
-
2012
- 2012-01-13 CL CL2012000109A patent/CL2012000109A1/es unknown
- 2012-01-16 DO DO2012000010A patent/DOP2012000010A/es unknown
- 2012-01-16 TR TR2012/00511T patent/TR201200511T1/xx unknown
- 2012-01-17 EC ECSP12011608 patent/ECSP12011608A/es unknown
- 2012-01-17 TN TNP2012000025A patent/TN2012000025A1/en unknown
- 2012-02-06 CO CO12019927A patent/CO6430482A2/es not_active Application Discontinuation
- 2012-02-17 MA MA34644A patent/MA33640B1/fr unknown
Patent Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2138547A1 (es) * | 1971-05-24 | 1973-01-05 | Delmas Fanguede Jean | |
FR2240325A1 (en) * | 1973-08-08 | 1975-03-07 | Vallos Raymond | Method of forming composite wall panel - involves using lightweight sheet as former for concrete reinforcement |
DE3040322A1 (de) * | 1980-10-25 | 1982-05-27 | Bauer, Edmund, 8950 Kaufbeuren | Wandelement |
FR2570739A1 (fr) * | 1984-09-26 | 1986-03-28 | Serre Michel | Module pour la fabrication de planchers |
US5172532A (en) * | 1988-04-01 | 1992-12-22 | Gibbar Jr James H | Prefabricated polymer building wall panels |
WO1995009953A1 (en) * | 1993-10-05 | 1995-04-13 | N.T.C. S.R.L. | A prefabricated element for floor construction |
ES1048511U (es) * | 2001-03-06 | 2001-09-01 | Fabricados Y Pretensados Garci | Placa machihembrada aislante de hormigon para cubiertas. |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
ITTO20120370A1 (it) * | 2012-04-26 | 2013-10-27 | Bazzica Engineering S R L | Solaio modulare con cassero a perdere |
Also Published As
Publication number | Publication date |
---|---|
AU2010272439A1 (en) | 2012-03-08 |
ES2387114A1 (es) | 2012-09-13 |
DOP2012000010A (es) | 2012-04-30 |
ES1071064U (es) | 2009-12-15 |
ECSP12011608A (es) | 2012-03-30 |
ES1071064Y (es) | 2010-03-16 |
BR112012001015A2 (pt) | 2017-08-08 |
TR201200511T1 (tr) | 2013-01-21 |
RU2012105974A (ru) | 2013-08-27 |
MX2012000648A (es) | 2012-02-08 |
MA33640B1 (fr) | 2012-10-01 |
CN102472046A (zh) | 2012-05-23 |
CA2767949A1 (en) | 2011-01-20 |
ES2387114B1 (es) | 2013-06-25 |
TN2012000025A1 (en) | 2013-09-19 |
PE20120687A1 (es) | 2012-06-10 |
CL2012000109A1 (es) | 2012-08-24 |
JP2012533696A (ja) | 2012-12-27 |
CO6430482A2 (es) | 2012-04-30 |
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