WO2002075068A1 - Poutre profilee des travaux de betonnage - Google Patents

Poutre profilee des travaux de betonnage Download PDF

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Publication number
WO2002075068A1
WO2002075068A1 PCT/RU2001/000450 RU0100450W WO02075068A1 WO 2002075068 A1 WO2002075068 A1 WO 2002075068A1 RU 0100450 W RU0100450 W RU 0100450W WO 02075068 A1 WO02075068 A1 WO 02075068A1
Authority
WO
WIPO (PCT)
Prior art keywords
fact
section
balκa
chτο
radius
Prior art date
Application number
PCT/RU2001/000450
Other languages
English (en)
Russian (ru)
Inventor
Sergey Nikolayevich Morkovnik
Viktor Leonidovich Htchinskiy
Alexandr Nikolaevich Golovyanik
Victor Nikolaevich Ivanov
Original Assignee
Obschestvo S Ogranichennoi Otvetstvennostju 'profil Xxi Vek'
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
Priority claimed from RU2001107081/03A external-priority patent/RU2190067C1/ru
Application filed by Obschestvo S Ogranichennoi Otvetstvennostju 'profil Xxi Vek' filed Critical Obschestvo S Ogranichennoi Otvetstvennostju 'profil Xxi Vek'
Publication of WO2002075068A1 publication Critical patent/WO2002075068A1/fr

Links

Classifications

    • 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
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C3/08—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with apertured web, e.g. with a web consisting of bar-like components; Honeycomb girders
    • E04C3/09—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with apertured web, e.g. with a web consisting of bar-like components; Honeycomb girders at least partly of bent or otherwise deformed strip- or sheet-like material
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C11/00—Details of pavings
    • E01C11/02—Arrangement or construction of joints; Methods of making joints; Packing for joints
    • E01C11/04—Arrangement or construction of joints; Methods of making joints; Packing for joints for cement concrete paving
    • E01C11/12—Packing of metal and plastic or elastic materials
    • E01C11/126—Joints with only metal and prefabricated packing or filling
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F15/00—Flooring
    • E04F15/12—Flooring or floor layers made of masses in situ, e.g. seamless magnesite floors, terrazzo gypsum floors
    • E04F15/14—Construction of joints, e.g. dividing strips
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F21/00—Implements for finishing work on buildings
    • E04F21/02—Implements for finishing work on buildings for applying plasticised masses to surfaces, e.g. plastering walls
    • E04F21/04—Patterns or templates; Jointing rulers
    • 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
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0408—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section
    • E04C2003/0413—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section being built up from several parts
    • 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
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0408—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section
    • E04C2003/0421—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section comprising one single unitary part
    • 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
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0426—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by material distribution in cross section
    • E04C2003/0434—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by material distribution in cross section the open cross-section free of enclosed cavities
    • 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
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0443—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section
    • E04C2003/0473—U- or C-shaped

Definitions

  • the offer is limited to the use of industrial equipment, in particular for metal beams intended for use with non-removable devices.
  • Lateral walls of a direct beam can be executed with trapezoidal bends, turned outside or inside of a beam.
  • Transverse screeds can be arranged with an equal or variable step at the length of the beam and are made in the form of a direct element, the length of which is slightly different.
  • the front edge of the plastic blade in the middle of the height may be performed with a higher speed range of ,0> 32.0 mm, extreme parts
  • Lateral walls and bases of the user-defined beam can be made from a solid front tape.
  • the lower level of the direction of the mounting element is installed in the front of the unit with a complete cross-section with an increased stability.
  • the lower part is designed with a recess, which is used in the direction of the front and has a contrary
  • One of the lateral orientations of the direction of the element installed in the external gutter may be carried out with the true free trial.
  • one of the lateral reversals of the direction of the element may be linear with one or two spaces of the same size.
  • the performance of the beam may be metallic or plastic.
  • a section connecting the centers of adjacent openings of each side wall of the beam may be made in the form of a special or geometric bend, which is turned on the outside or the inside.
  • the beam may be equipped with adjusting screws mounted on a fixed base.
  • the profile of the beam can be made from a finished, pre-assembled, pre-taped tape.
  • the profile of the beam may be obtained by a flexible one for simple flexible installations with the provision of a symmetrical cross-section in the opposite direction.
  • the outer working direction of the directional element may be cylindrical with a radius of ⁇ > 14.0-24.0 mm or have a variable or variable line or
  • the upper working area can be easily accessible, connecting its extracurrently discharging part with the side louvres.
  • the lower direction of the direction of rotation of the element may be performed by a similar version with a radius of curvature 14> 14.0 mm.
  • the directional element inserted into the gutter has in the middle a high degree of linearity that is greater than that of a radius of excess of 32 mm.
  • Fig. 4 - a general view of the front beam for the second version with a directional element installed in the front gutter;
  • Fig. 5 - in Fig. 5 - a general view of a direct beam with a second version with a directional element installed at a perfect height;
  • the adjoining beam 1 of the first variant includes the slanted friend to the other two lateral imparted walls 2 (Fig. 1). From the bottom of each wall 2, the missing base 3 is missing.
  • the side walls 2 and the base 3 are made from a cold pre-assembled prefabricated tape that is 0.55 mm thick, which is a little more
  • the side walls 2 are made with four-shaped bends 4, turned on the outside or inside.
  • Plastic insert 6 is the guideline for the movement of the track in the process of laying down the concrete.
  • part 6 the curved section may have a discontinuous displacement of 11, and the peripheral parts must be displaced to the concave.
  • the bent parts of the drive ensure that it has a flat contact with the walls of the groove 5 of the living room. Due to the symmetrical use of the concave rotations, the free removal of the plastic part is ensured and it is returned to it from any of the lower or lower ones.
  • Perforated accessories for the base 3 beams 1 are intended for installation in the plastic regulating screws 12, with the unit increasing the angle of 1
  • Cross screeds can be arranged with an equal or variable step along the length of the beam and are made in the form of simple elements, the length of which is more variable.
  • a suitable beam for carrying out a beta operation for a second option includes two walled batteries for each other, two side walls 14 with a minimum of 15% for a liquid supply.
  • the missing base 16 is equipped with adjusting screws.
  • Particular bases ' 16 are connected with cross-braces 17 to increase the rigidity of the beam, which can be made in the form of a simple element, the length of the
  • the availability of the screed ensures an increase in severity in the direct and negative directions due to the formation of a closed cross-section in the cross-section.
  • Crosses 17 are arranged with a fixed or variable step along the length of the beam.
  • a hollow groove 18 or a perfect height 19 having a shape of a truncated vertical surface or an unbroken lobe of a groove, is created.
  • the optional trough 18 includes a removable plastic directional element 20.
  • the outer working angle 21 has a directional angle, an increase in the angle of rotation, When installing a flat mounting element 20 in the groove 18, its lower mounting has a cylindrical or other angular mounting.
  • the lower height of the guiding element 20 is performed with bends 23, which extend in the end to the end,
  • One of the lateral rotations of the guiding element 20 may be performed in the form of a vertical quick turnaround 24, while the other has an alternating distance of 26;
  • a tally of 19 beams can be made metallic or plastic.
  • the profile of the beam may be obtained by a flexible one for non-flexible countries, which ensures a simple symmetrical cross-section in the front.
  • the plastic directional insertion in the gutter has in the middle a high curvature of 16 mm with a radius of accuracy of 32.0 mm;
  • the insertion element inserted into the gutter has, in the middle, a height of lateral curvature, which is 29 mm with a radius of aperture which is inconsistent
  • ⁇ alichie zhel ⁇ ba or vys ⁇ u ⁇ a in ⁇ iln ⁇ y bal ⁇ e ⁇ zv ⁇ lyae ⁇ is ⁇ lz ⁇ va ⁇ nab ⁇ ⁇ las ⁇ i ⁇ vy ⁇ na ⁇ avlyayuschi ⁇ , ⁇ lichayuschi ⁇ sya d ⁇ ug ⁇ d ⁇ uga ⁇ vys ⁇ e in order ⁇ b ⁇ az ⁇ vaniya if ne ⁇ b ⁇ dim ⁇ s ⁇ i in be ⁇ nny ⁇ ⁇ la ⁇ ⁇ e ⁇ n ⁇ l ⁇ giches ⁇ i ⁇ shv ⁇ v ⁇ azlichn ⁇ y depth for ⁇ sleduyuscheg ⁇ i ⁇ za ⁇ lneniya s ⁇ etsialnymi zaliv ⁇ chnymi mixtures. Intended use
  • the proposed utility beam provides a lightweight construction that is easy to carry in the facility.
  • the beam can be manufactured for custom flexible machines.
  • the beam is easy to mount and reduces the damage to the aircraft.

Abstract

L'invention relève du domaine du bâtiment et notamment des poutres profilées métalliques perforées; elle est destinée à l'aménagement de sols et de socles en béton. Dans une première variante, la poutre profilée comprend deux parois latérales perforées inclinées l'une vers l'autre, un socle perforé faisant saillie depuis chacune d'elles. Les socles, munis de vis de réglage, sont raccordés par des colliers transversaux comportant des trous à travers lesquels on peut faire passer des vis de réglage. Dans la zone supérieure de croisement des parois latérales on a monté une goulotte destinée à accueillir un insert plastique. Un des côtés latéraux de l'insert plastique comporte une surface verticale plane, l'autre côté comportant une surface curvilinéaire avec deux surfaces concaves, qui ont les mêmes dimensions et sont disposées symétriquement en hauteur par rapport à l'axe horizontal de l'insert. Dans une deuxième variante, la poutre profilée comprend un élément (insert) de guidage, monté dans la goulotte concave ou sur la saillie longitudinale, formée dans la partie supérieure de la poutre. La surface de travail supérieure de l'élément de guidage ou une de ces parties est faite convexe, curvilinéaire en section transversale, avec une génératrice droite.
PCT/RU2001/000450 2001-03-19 2001-10-26 Poutre profilee des travaux de betonnage WO2002075068A1 (fr)

Applications Claiming Priority (4)

Application Number Priority Date Filing Date Title
RU2001107081 2001-03-19
RU2001107081/03A RU2190067C1 (ru) 2001-03-19 2001-03-19 Профильная балка для проведения бетонных работ
RU2001113768 2001-05-23
RU2001113768 2001-05-23

Publications (1)

Publication Number Publication Date
WO2002075068A1 true WO2002075068A1 (fr) 2002-09-26

Family

ID=26654078

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/RU2001/000450 WO2002075068A1 (fr) 2001-03-19 2001-10-26 Poutre profilee des travaux de betonnage

Country Status (1)

Country Link
WO (1) WO2002075068A1 (fr)

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3686819A (en) * 1970-01-14 1972-08-29 Archibald H Atkinson Structural chord members for joist construction
WO1990012173A1 (fr) * 1989-04-13 1990-10-18 Deltatek Oy Poutre ignifuge prefabriquee en acier
WO1994019560A1 (fr) * 1993-02-17 1994-09-01 Deltatek Oy Poutre composite prefabriquee en acier-beton
US5390453A (en) * 1991-12-27 1995-02-21 Untiedt; Dalmain Structural members and structures assembled therefrom
RU2094574C1 (ru) * 1991-03-13 1997-10-27 Комбиформ АБ Опорная балка для использования в заливке бетонных полов

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3686819A (en) * 1970-01-14 1972-08-29 Archibald H Atkinson Structural chord members for joist construction
WO1990012173A1 (fr) * 1989-04-13 1990-10-18 Deltatek Oy Poutre ignifuge prefabriquee en acier
RU2094574C1 (ru) * 1991-03-13 1997-10-27 Комбиформ АБ Опорная балка для использования в заливке бетонных полов
US5390453A (en) * 1991-12-27 1995-02-21 Untiedt; Dalmain Structural members and structures assembled therefrom
WO1994019560A1 (fr) * 1993-02-17 1994-09-01 Deltatek Oy Poutre composite prefabriquee en acier-beton

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