RU2012105974A - FLOOR PLATE FOR CONSTRUCTION SITE - Google Patents

FLOOR PLATE FOR CONSTRUCTION SITE Download PDF

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Publication number
RU2012105974A
RU2012105974A RU2012105974/03A RU2012105974A RU2012105974A RU 2012105974 A RU2012105974 A RU 2012105974A RU 2012105974/03 A RU2012105974/03 A RU 2012105974/03A RU 2012105974 A RU2012105974 A RU 2012105974A RU 2012105974 A RU2012105974 A RU 2012105974A
Authority
RU
Russia
Prior art keywords
grooves
block
slab
longitudinal channel
building floors
Prior art date
Application number
RU2012105974/03A
Other languages
Russian (ru)
Inventor
ОЛИВЕР Джосе Рамон НОАЛЕС
ЦАНО Даниел НУНЕЗ
Original Assignee
ОЛИВЕР Джосе Рамон НОАЛЕС
ГАРЦИА САНТИАГО Исидро
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by ОЛИВЕР Джосе Рамон НОАЛЕС, ГАРЦИА САНТИАГО Исидро filed Critical ОЛИВЕР Джосе Рамон НОАЛЕС
Publication of RU2012105974A publication Critical patent/RU2012105974A/en

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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

Abstract

1. Верхняя плита строительных перекрытий такого типа, который образует непрерывную строительную поверхность с использованием модульных деталей, последовательно соединенных вместе, отличающаяся тем, что каждая модульная деталь верхней плиты перекрытия включает в себя призматический прямоугольный блок (1) из пенополистирола, который имеет продольный канал (2) и ряд чередующихся глубоких бороздок (3) и неглубоких бороздок (4), при этом дно продольного канала (2) содержит массу (5) бетонного связывающего, к которому прикреплена решетчатая структура (6), при этом продольные стороны блока (1) имеют бороздки (7) и гребни (8), которые взаимно соотносятся друг с другом.2. Верхняя плита строительных перекрытий по п.1, отличающаяся тем, что продольный канал (2) проходит от верха до, более чем половины, толщины блока (1) по вертикали.3. Верхняя плита строительных перекрытий по п.1, отличающаяся тем, что глубокие поперечные бороздки (3) проходят почти до дна блока (1).4. Верхняя плита строительных перекрытий по п.1, отличающаяся тем, что глубокие поперечные бороздки (3 и 4) включают в себя стержни (9), которые прикреплены к решетчатым структурам (6) модульных деталей, сцепленных боковой стороной при формировании верхних плит перекрытия.5. Верхняя плита строительных перекрытий по п.1, отличающаяся тем, что решетчатая структура (6), включенная в продольный канал (2) модульных деталей, имеет две высоты и более, когда это требуется для обеспечения прочности верхней плиты перекрытия.1. The upper slab of building floors of the type that forms a continuous building surface using modular parts connected in series, characterized in that each modular part of the upper floor slab includes a prismatic rectangular polystyrene block (1) that has a longitudinal channel ( 2) and a series of alternating deep grooves (3) and shallow grooves (4), while the bottom of the longitudinal channel (2) contains a mass (5) of concrete binder to which a lattice structure is attached bang (6), while the longitudinal sides of the block (1) have grooves (7) and ridges (8), which are mutually related to each other. 2. The upper slab of building floors according to claim 1, characterized in that the longitudinal channel (2) extends from the top to more than half the thickness of the block (1) vertically. 3. The upper slab of building floors according to claim 1, characterized in that the deep transverse grooves (3) extend almost to the bottom of the block (1). 4. The upper slab of building floors according to claim 1, characterized in that the deep transverse grooves (3 and 4) include rods (9) that are attached to the lattice structures (6) of the modular parts, which are laterally joined during the formation of the upper floor slabs. 5 . The top floor slab according to claim 1, characterized in that the lattice structure (6) included in the longitudinal channel (2) of the modular parts has two or more heights when required to ensure the strength of the top floor slab.

Claims (5)

1. Верхняя плита строительных перекрытий такого типа, который образует непрерывную строительную поверхность с использованием модульных деталей, последовательно соединенных вместе, отличающаяся тем, что каждая модульная деталь верхней плиты перекрытия включает в себя призматический прямоугольный блок (1) из пенополистирола, который имеет продольный канал (2) и ряд чередующихся глубоких бороздок (3) и неглубоких бороздок (4), при этом дно продольного канала (2) содержит массу (5) бетонного связывающего, к которому прикреплена решетчатая структура (6), при этом продольные стороны блока (1) имеют бороздки (7) и гребни (8), которые взаимно соотносятся друг с другом.1. The upper slab of building floors of the type that forms a continuous building surface using modular parts connected in series, characterized in that each modular part of the upper floor slab includes a prismatic rectangular polystyrene block (1) that has a longitudinal channel ( 2) and a series of alternating deep grooves (3) and shallow grooves (4), while the bottom of the longitudinal channel (2) contains a mass (5) of concrete binder to which a lattice structure is attached cheers (6), while the longitudinal sides of the block (1) have grooves (7) and ridges (8), which are mutually related to each other. 2. Верхняя плита строительных перекрытий по п.1, отличающаяся тем, что продольный канал (2) проходит от верха до, более чем половины, толщины блока (1) по вертикали.2. The upper slab of building floors according to claim 1, characterized in that the longitudinal channel (2) extends from the top to more than half the thickness of the block (1) vertically. 3. Верхняя плита строительных перекрытий по п.1, отличающаяся тем, что глубокие поперечные бороздки (3) проходят почти до дна блока (1).3. The upper slab of building floors according to claim 1, characterized in that the deep transverse grooves (3) extend almost to the bottom of the block (1). 4. Верхняя плита строительных перекрытий по п.1, отличающаяся тем, что глубокие поперечные бороздки (3 и 4) включают в себя стержни (9), которые прикреплены к решетчатым структурам (6) модульных деталей, сцепленных боковой стороной при формировании верхних плит перекрытия.4. The upper slab of building floors according to claim 1, characterized in that the deep transverse grooves (3 and 4) include rods (9) that are attached to the lattice structures (6) of the modular parts, which are laterally engaged during the formation of the upper floor slabs . 5. Верхняя плита строительных перекрытий по п.1, отличающаяся тем, что решетчатая структура (6), включенная в продольный канал (2) модульных деталей, имеет две высоты и более, когда это требуется для обеспечения прочности верхней плиты перекрытия. 5. The upper slab of building floors according to claim 1, characterized in that the lattice structure (6) included in the longitudinal channel (2) of the modular parts has two or more heights when required to ensure the strength of the upper slab.
RU2012105974/03A 2009-07-17 2010-07-14 FLOOR PLATE FOR CONSTRUCTION SITE RU2012105974A (en)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
ES200901142U ES1071064Y (en) 2009-07-17 2009-07-17 FORGED FOR CONSTRUCTION PLANTS
ESU200901142 2009-07-17
PCT/ES2010/000303 WO2011007025A1 (en) 2009-07-17 2010-07-14 Floor slab for construction plant

Publications (1)

Publication Number Publication Date
RU2012105974A true RU2012105974A (en) 2013-08-27

Family

ID=41360235

Family Applications (1)

Application Number Title Priority Date Filing Date
RU2012105974/03A RU2012105974A (en) 2009-07-17 2010-07-14 FLOOR PLATE FOR CONSTRUCTION SITE

Country Status (17)

Country Link
JP (1) JP2012533696A (en)
CN (1) CN102472046A (en)
AU (1) AU2010272439A1 (en)
BR (1) BR112012001015A2 (en)
CA (1) CA2767949A1 (en)
CL (1) CL2012000109A1 (en)
CO (1) CO6430482A2 (en)
DO (1) DOP2012000010A (en)
EC (1) ECSP12011608A (en)
ES (2) ES1071064Y (en)
MA (1) MA33640B1 (en)
MX (1) MX2012000648A (en)
PE (1) PE20120687A1 (en)
RU (1) RU2012105974A (en)
TN (1) TN2012000025A1 (en)
TR (1) TR201200511T1 (en)
WO (1) WO2011007025A1 (en)

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RS54106B1 (en) * 2011-08-03 2015-10-30 Milan KEKANOVIĆ Process of building structures of prefabricated monolithic walls and precast floor slabs
ITTO20120370A1 (en) * 2012-04-26 2013-10-27 Bazzica Engineering S R L MODULAR FLOOR WITH CASSERO TO LOSE
CN103572874A (en) * 2013-11-21 2014-02-12 西南科技大学 Method for constructing reinforced concrete composite floor slab of steel frame house
CN104612301A (en) * 2015-02-12 2015-05-13 安徽水利开发股份有限公司 Steel-structured composite floor
ITUB20151959A1 (en) * 2015-07-07 2017-01-07 Elle Esse Srl INSULATING AND SELF-SUPPORTING PANEL, FUNGENT FROM COLLABORATIVE CASSERO FOR TANKS IN REINFORCED CONCRETE, AND PANEL MANUFACTURING PROCEDURE.
CN105178489A (en) * 2015-09-15 2015-12-23 李春福 Composite heat preservation floor

Family Cites Families (11)

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Publication number Priority date Publication date Assignee Title
FR2138547B1 (en) * 1971-05-24 1975-01-17 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 (en) * 1980-10-25 1982-05-27 Bauer, Edmund, 8950 Kaufbeuren Composite wall or floor panel of concrete and rigid foam - interlocked by ribs and grooves provides structural strength and thermal insulation
FR2570739A1 (en) * 1984-09-26 1986-03-28 Serre Michel Module for building floors
US5172532A (en) * 1988-04-01 1992-12-22 Gibbar Jr James H Prefabricated polymer building wall panels
IT1265542B1 (en) * 1993-10-05 1996-11-22 Ntc Srl PREFABRICATED ELEMENT FOR THE REALIZATION OF FLOORS OF BUILDINGS.
ES1048511U (en) * 2001-03-06 2001-09-01 Fabricados Y Pretensados Garci Machihembrada insulating plate concrete roof. (Machine-translation by Google Translate, not legally binding)
ITMI20040941A1 (en) * 2004-05-11 2005-11-12 Plastedil Sa STRUCTURING ELEMENT BUILDING IN PARTICULAR FOR THE CONSTRUCTION OF FLOORS OF BUILDINGS AND FLOOR STRUCTURE INCORPORATING SUCH ELEMENT
JP4705446B2 (en) * 2005-09-27 2011-06-22 積水化成品工業株式会社 Embedded material and substrate for hollow slab to which it is fixed
WO2007138655A1 (en) * 2006-05-26 2007-12-06 Hero Life Company Co., Ltd. Construction method of floor slab and form panel
CN1944902A (en) * 2006-11-01 2007-04-11 邱则有 Stee concrete prefabricated plate with rib

Also Published As

Publication number Publication date
ES1071064Y (en) 2010-03-16
WO2011007025A1 (en) 2011-01-20
BR112012001015A2 (en) 2017-08-08
MX2012000648A (en) 2012-02-08
CO6430482A2 (en) 2012-04-30
PE20120687A1 (en) 2012-06-10
DOP2012000010A (en) 2012-04-30
CN102472046A (en) 2012-05-23
CA2767949A1 (en) 2011-01-20
MA33640B1 (en) 2012-10-01
TN2012000025A1 (en) 2013-09-19
ES1071064U (en) 2009-12-15
CL2012000109A1 (en) 2012-08-24
ES2387114B1 (en) 2013-06-25
JP2012533696A (en) 2012-12-27
ECSP12011608A (en) 2012-03-30
AU2010272439A1 (en) 2012-03-08
ES2387114A1 (en) 2012-09-13
TR201200511T1 (en) 2013-01-21

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Effective date: 20150427