RU2011130756A - REINFORCED BEARING DESIGN - Google Patents

REINFORCED BEARING DESIGN Download PDF

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Publication number
RU2011130756A
RU2011130756A RU2011130756/03A RU2011130756A RU2011130756A RU 2011130756 A RU2011130756 A RU 2011130756A RU 2011130756/03 A RU2011130756/03 A RU 2011130756/03A RU 2011130756 A RU2011130756 A RU 2011130756A RU 2011130756 A RU2011130756 A RU 2011130756A
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Russia
Prior art keywords
reinforced
reinforcing bars
clamps
structure according
supporting structure
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RU2011130756/03A
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Russian (ru)
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Тарик Али АБУЛАБАН
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Тарик Али АБУЛАБАН
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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/29—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures
    • E04C3/293—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures the materials being steel and concrete
    • 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
    • E04B5/43—Floor structures of extraordinary design; Features relating to the elastic stability; Floor structures specially designed for resting on columns only, e.g. mushroom floors
    • 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
    • E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
    • E04B5/04—Load-carrying floor structures formed substantially of prefabricated units with beams or slabs of concrete or other stone-like material, e.g. asbestos cement
    • E04B5/043—Load-carrying floor structures formed substantially of prefabricated units with beams or slabs of concrete or other stone-like material, e.g. asbestos cement having elongated hollow cores
    • 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
    • E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
    • E04B5/36—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor
    • E04B5/38—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor with slab-shaped form units acting simultaneously as reinforcement; Form slabs with reinforcements extending laterally outside the element
    • E04B5/40—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor with slab-shaped form units acting simultaneously as reinforcement; Form slabs with reinforcements extending laterally outside the element with metal form-slabs
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/20—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of concrete or other stone-like material, e.g. with reinforcements or tensioning members
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/29—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
    • E04C5/20—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups of material other than metal or with only additional metal parts, e.g. concrete or plastics spacers with metal binding wires

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Composite Materials (AREA)
  • Chemical & Material Sciences (AREA)
  • Reinforcement Elements For Buildings (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Panels For Use In Building Construction (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
  • Laminated Bodies (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Abstract

1. Усиленная несущая конструкция, содержащаявнешний продольный бетонный несущий элемент конструкции и внутренний продольный полый элемент, заключенный внутри указанного внешнего продольного несущего элемента конструкции;множество арматурных стержней, проходящих сквозь указанные внешние продольные бетонные несущие элементы конструкции; имножество хомутов, расположенных продольно на расстоянии друг от друга вдоль указанного внутреннего продольного полого элемента и вокруг указанного элемента, соприкасающихся с указанными арматурными стержнями и заключенных в указанный внешний продольный несущий элемент конструкции.2. Усиленная несущая конструкция по п.1, отличающаяся тем, что указанные арматурные стержни и указанные хомуты являются металлическими.3. Усиленная несущая конструкция по п.2, отличающаяся тем, что указанные арматурные стержни и указанные хомуты являются стальными.4. Усиленная несущая конструкция по п.2, отличающаяся тем, что указанное множество арматурных стержней и указанных хомутов соединены вместе в точках соприкосновения.5. Усиленная несущая конструкция по п.4, отличающаяся тем, что указанные арматурные стержни и указанные хомуты приварены друг к другу в точках соприкосновения.6. Усиленная несущая конструкция по п.4, отличающаяся тем, что указанный внешний продольный бетонный несущий элемент конструкции имеет прямоугольное поперечное сечение.7. Усиленная несущая конструкция по п.5, отличающаяся тем, что указанный внутренний продольный полый элемент включает в себя стальную трубку.8. Усиленная несущая конструкция по п.5, отличающаяся тем, что указанный внутренний продольный полый элем�1. Reinforced load-bearing structure containing an external longitudinal concrete load-bearing structural element and an internal longitudinal hollow element, enclosed within the specified external longitudinal load-bearing structural element; and a set of clamps located longitudinally at a distance from each other along the specified inner longitudinal hollow element and around the specified element, in contact with the specified reinforcing bars and enclosed in the specified external longitudinal structural element. 2. Reinforced supporting structure according to claim 1, characterized in that said reinforcing bars and said clamps are metal. Reinforced supporting structure according to claim 2, characterized in that said reinforcing bars and said clamps are steel. Reinforced supporting structure according to claim 2, characterized in that said plurality of reinforcing bars and said clamps are joined together at points of contact. Reinforced supporting structure according to claim 4, characterized in that said reinforcing bars and said clamps are welded to each other at the points of contact. Reinforced load-bearing structure according to claim 4, characterized in that said outer longitudinal concrete load-bearing structure element has a rectangular cross-section. A reinforced supporting structure according to claim 5, wherein said inner longitudinal hollow element includes a steel tube. Reinforced supporting structure according to claim 5, characterized in that said inner longitudinal hollow element

Claims (14)

1. Усиленная несущая конструкция, содержащая1. Reinforced supporting structure containing внешний продольный бетонный несущий элемент конструкции и внутренний продольный полый элемент, заключенный внутри указанного внешнего продольного несущего элемента конструкции;an external longitudinal concrete structural bearing member and an internal longitudinal hollow element enclosed within said external longitudinal structural bearing member; множество арматурных стержней, проходящих сквозь указанные внешние продольные бетонные несущие элементы конструкции; иa plurality of reinforcing bars passing through said external longitudinal concrete load-bearing structural members; and множество хомутов, расположенных продольно на расстоянии друг от друга вдоль указанного внутреннего продольного полого элемента и вокруг указанного элемента, соприкасающихся с указанными арматурными стержнями и заключенных в указанный внешний продольный несущий элемент конструкции.many clamps located longitudinally at a distance from each other along the specified internal longitudinal hollow element and around the specified element in contact with the specified reinforcing bars and enclosed in the specified external longitudinal bearing structural element. 2. Усиленная несущая конструкция по п.1, отличающаяся тем, что указанные арматурные стержни и указанные хомуты являются металлическими.2. The reinforced supporting structure according to claim 1, characterized in that said reinforcing bars and said clamps are metal. 3. Усиленная несущая конструкция по п.2, отличающаяся тем, что указанные арматурные стержни и указанные хомуты являются стальными.3. The reinforced supporting structure according to claim 2, characterized in that said reinforcing bars and said clamps are steel. 4. Усиленная несущая конструкция по п.2, отличающаяся тем, что указанное множество арматурных стержней и указанных хомутов соединены вместе в точках соприкосновения.4. The reinforced supporting structure according to claim 2, characterized in that the specified set of reinforcing bars and these clamps are connected together at the points of contact. 5. Усиленная несущая конструкция по п.4, отличающаяся тем, что указанные арматурные стержни и указанные хомуты приварены друг к другу в точках соприкосновения.5. The reinforced supporting structure according to claim 4, characterized in that said reinforcing bars and said clamps are welded to each other at points of contact. 6. Усиленная несущая конструкция по п.4, отличающаяся тем, что указанный внешний продольный бетонный несущий элемент конструкции имеет прямоугольное поперечное сечение.6. The reinforced supporting structure according to claim 4, characterized in that said external longitudinal concrete bearing structural element has a rectangular cross section. 7. Усиленная несущая конструкция по п.5, отличающаяся тем, что указанный внутренний продольный полый элемент включает в себя стальную трубку.7. The reinforced supporting structure according to claim 5, characterized in that said inner longitudinal hollow element includes a steel tube. 8. Усиленная несущая конструкция по п.5, отличающаяся тем, что указанный внутренний продольный полый элемент является пластиковой трубой.8. The reinforced supporting structure according to claim 5, characterized in that said internal longitudinal hollow element is a plastic pipe. 9. Усиленная бетонная плита, содержащая9. Reinforced concrete slab containing бетонный пол, имеющий длину, ширину и толщину, и множество параллельных встроенных опорных элементов или балок, пересекающих указанный пол в первом направлении и направленных вниз от него, с толщиной, превышающей толщину указанного пола, при этом каждый из указанных опорных элементов включает в себя внешний продольный несущий элемент конструкции и внутренний продольный полый элемент, заключенные внутри указанного встроенного опорного элемента; иa concrete floor having a length, width and thickness, and a plurality of parallel built-in support elements or beams crossing the specified floor in the first direction and directed downward from it, with a thickness exceeding the thickness of the specified floor, with each of these supporting elements includes an external a longitudinal structural member and an internal longitudinal hollow member enclosed within said integrated support member; and множество продольных арматурных стержней, проходящих сквозь указанный опорный элемент, и множество хомутов, расположенных продольно на расстоянии друг от друга вдоль указанного внутреннего продольного полого элемента и вокруг указанного элемента, соприкасающихся с указанными арматурными стержнями и заключенных в указанный опорный элемент.a plurality of longitudinal reinforcing rods passing through said supporting element, and a plurality of clamps arranged longitudinally at a distance from each other along said internal longitudinal hollow element and around said element in contact with said reinforcing bars and enclosed in said supporting element. 10. Усиленная бетонная плита, содержащая10. Reinforced concrete slab containing бетонный пол, имеющий длину, ширину и толщину, и множество параллельных встроенных опорных элементов или балок, пересекающих и проходящих под указанным полом в первом направлении и направленных вниз от него, с толщиной в направлении вниз приблизительно вдвое большей толщины указанного пола, при этом каждый из указанных опорных элементов включает в себя внутренний продольный полый элемент, заключенный внутри указанного опорного элемента;a concrete floor having a length, a width and a thickness, and a plurality of parallel built-in supporting elements or beams intersecting and extending under said floor in a first direction and directed downward thereof, with a thickness in the downward direction approximately twice as thick as the specified floor, each of which said supporting elements includes an internal longitudinal hollow element enclosed within said supporting element; первое множество стальных арматурных стержней в плоской части пола и второе множество стальных арматурных стержней, проходящих продольно сквозь указанный опорный элемент, и множество хомутов, расположенных продольно на расстоянии друг от друга вдоль указанного полого элемента и окружающих указанный полый элемент, причем каждый из указанных хомутов соприкасается с и приварен к указанному второму множеству стальных арматурных стержней для образования конструкции в форме клетки вокруг указанного полого элемента.a first plurality of steel reinforcing bars in the flat part of the floor and a second plurality of steel reinforcing bars extending longitudinally through said support element and a plurality of clamps arranged longitudinally spaced apart from said hollow element and surrounding said hollow element, each of said clamps being in contact c and welded to said second plurality of steel reinforcing bars to form a cage structure around said hollow member. 11. Усиленная бетонная плита по п.10, отличающаяся тем, что указанный полый элемент является пластиковой трубой.11. Reinforced concrete slab according to claim 10, characterized in that said hollow element is a plastic pipe. 12. Усиленная бетонная плита по п.10, отличающаяся тем, что указанный полый элемент является стальной трубкой.12. Reinforced concrete slab according to claim 10, characterized in that said hollow element is a steel tube. 13. Усиленная бетонная плита по п.12, отличающаяся тем, что указанный полый элемент имеет прямоугольное поперечное сечение.13. The reinforced concrete slab according to claim 12, characterized in that said hollow element has a rectangular cross section. 14. Усиленная бетонная плита по п.10, отличающаяся тем, что указанный полый элемент заполнен пенопластом. 14. Reinforced concrete slab according to claim 10, characterized in that the said hollow element is filled with foam.
RU2011130756/03A 2009-01-08 2010-01-07 REINFORCED BEARING DESIGN RU2011130756A (en)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
US12/350,589 2009-01-08
US12/350,589 US20100170183A1 (en) 2009-01-08 2009-01-08 Reinforced load bearing structure
PCT/IB2010/000013 WO2010079416A1 (en) 2009-01-08 2010-01-07 Reinforced load bearing structure

Publications (1)

Publication Number Publication Date
RU2011130756A true RU2011130756A (en) 2013-01-27

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RU2011130756/03A RU2011130756A (en) 2009-01-08 2010-01-07 REINFORCED BEARING DESIGN

Country Status (19)

Country Link
US (1) US20100170183A1 (en)
EP (1) EP2379821B1 (en)
JP (1) JP2012514706A (en)
KR (2) KR20110124750A (en)
CN (1) CN102439241B (en)
AU (2) AU2010204147A1 (en)
BR (1) BRPI1007026A2 (en)
CY (1) CY1116326T1 (en)
DK (1) DK2379821T3 (en)
ES (1) ES2537650T3 (en)
HR (1) HRP20150595T1 (en)
JO (1) JO3093B1 (en)
MA (1) MA33030B1 (en)
MX (1) MX2011007347A (en)
MY (1) MY163961A (en)
RU (1) RU2011130756A (en)
SG (1) SG172893A1 (en)
TN (1) TN2011000315A1 (en)
WO (1) WO2010079416A1 (en)

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US20100170183A1 (en) 2010-07-08
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JP2012514706A (en) 2012-06-28
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AU2016216656B2 (en) 2017-11-30
TN2011000315A1 (en) 2012-12-17

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