EP2468970A1 - Procédé de fabrication de maisons, structures et constructions en bois - Google Patents

Procédé de fabrication de maisons, structures et constructions en bois Download PDF

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Publication number
EP2468970A1
EP2468970A1 EP10810242A EP10810242A EP2468970A1 EP 2468970 A1 EP2468970 A1 EP 2468970A1 EP 10810242 A EP10810242 A EP 10810242A EP 10810242 A EP10810242 A EP 10810242A EP 2468970 A1 EP2468970 A1 EP 2468970A1
Authority
EP
European Patent Office
Prior art keywords
building
corner
component
components
fastening
Prior art date
Legal status (The legal status 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 status listed.)
Withdrawn
Application number
EP10810242A
Other languages
German (de)
English (en)
Other versions
EP2468970A4 (fr
Inventor
Sergey Evgenevich Boyarintsev
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
NENASHEV SERGEY VLADIMIROVICH
Original Assignee
NENASHEV SERGEY VLADIMIROVICH
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 NENASHEV SERGEY VLADIMIROVICH filed Critical NENASHEV SERGEY VLADIMIROVICH
Publication of EP2468970A1 publication Critical patent/EP2468970A1/fr
Publication of EP2468970A4 publication Critical patent/EP2468970A4/fr
Withdrawn legal-status Critical Current

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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
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
    • E04B2/70—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of wood
    • E04B2/701—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of wood with integrated supporting and obturation function
    • E04B2/702—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of wood with integrated supporting and obturation function with longitudinal horizontal elements

Definitions

  • the claimed method for constructing wooden houses, buildings, and structures is related to the construction industry and can be used for making individual blocks of timber and for constructing log houses, bath houses, and other structures.
  • Patent No. 2,135,708 "A Prefabricated Wood Panel Building," of February 24, 1998, published on August 27, 1999, IPC 6 E04B1/10.
  • the method comprises joining the panels by grooves and spikes provided at the ends of the panels and metal rods placed in holes 3 mm in diameter, and ties.
  • This prior art method weakens the corner joints because of the grooves provided in the beams, for which reason the durability and lifetime of the building are reduced.
  • the weak cross (vertical) rods in holes and absence of resilient elements do not close the gaps as the beams shrink with drying.
  • the prior art method comprises drilling cross holes in the beams, or logs, or other components, extending cross ties through the beams, or logs, or other components, and tightening them on the ties with nuts.
  • the beams, or logs, or other components used in the walls are shifted by two or a larger number relative to the preceding beams, or logs, or other components to produce projections and recesses.
  • Adhesive is applied between the beams, or logs, or other components. Longitudinal ties are placed in the grooves, and each of them, with both ends thereof extending short of the wall ends, is connected to one of the cross ties.
  • the walls are placed on a foundation.
  • All the walls, including intermediate walls and partitions, are joined, the joints are sealed, with projections of one wall inserted into the recesses of another wall.
  • the house units, each wall, and the blocks are pressed by longitudinal ties and nuts against one another.
  • Cross ties are extended through the projections of the walls to be joined, and all joints are tightened by nuts through resilient elements.
  • Panels of the floor, ceiling, and roof, their joists provided with vertical holes for ties to be extended therethrough, are suspended on cantilevers hung by the holes provided therein on the cross ties, the floor and cantilevers being supported by the beams, or logs, or other components.
  • the walls are joined to the foundation, floor, ceiling, and roof through resilient elements by cross ties or nuts movable in the grooves upon wood shrinkage with drying or moistening.
  • the prior art method for building walls of prefabricated log or beam houses and a prefabricated wall of Patent RU 2,041,842 of September 27, 1995 , published on September 27, 1995, IPC 6 E04B 2/00, E04C 2/12, which is closest to the present invention in technical idea, comprises making a beam or log of two lengths placed successively on each other, drilling through cross holes therein and tightening them by a screw joint such as a rod provided at one end thereof with a support element in the form of a heel, and at the other end thereof with a thread for a coupling nut and washer to be screwed thereon.
  • the prior art method does not, however, make for permanent tightness of the walls and corner joints because of the need for periodic calibrated tightening of the screw joint nuts over the lifetime of the building as the beams change their dimensions variously upon shrinkage through drying and moistening considerably, the cross dimensions of the beams decrease and no tightening by the ties occurs automatically; and it is difficult to assemble the walls having a large number of projections and recesses formed by the beams.
  • the object of this invention is achieved by a method for constructing wooden houses, buildings, and structures, wherein a fitting recess is drilled in the upper wooden component, a fastening unit is fitted therein, and the components are drawn together, said method comprising constructing a building by first tightening a corner, tightening the wooden components by a spring fastening unit, the spring fastening corner unit being fitted in the fitting recess drilled coaxially with the axis of the corner joint of the building walls; turning the spring fastening unit until the threaded part thereof comes out of the upper component of the building and is screwed into the underlying component of the building; tightening the upper and underlying components until the spring is fully compressed and the gap is closed in the fitting recess between the timbers; compressing thereby a component of one wall between two components of another wall; drilling further fitting recesses in the next components placed on one and the other walls; spacing the axis of said fitting recesses away from the axial line of the corner joint of the building walls up to
  • the threaded spring fastening unit used to join the wooden components helps simplify the assembly of components without drilling holes in advance to receive the threaded part, said components including those that have various defects, such as linear deformations, spiral, or arch, and to make the building usable much faster and have a higher quality than is possible with components assembled by any other techniques.
  • a corner of wooden components joined by spring fastening units coaxial with the axis of the corner of building walls joined together and the fastening units provided in successive components placed on one and the other walls and spaced away from the axial line of the corner of building walls up to 200 mm along the length of each component help fasten the building corner reliably without placing all the fastening units along the axis of the corner of the building walls and allows forced permanent shrinkage of the building, without affecting the quality thereof, thereby reducing cracking of the components.
  • Providing the corner fastening units and spaced units in a staggered pattern on the successive timbers causes distribution of the tightening force along the length of the components, makes building corner fastening more reliable, and prevents linear deformation of the building components, and crack and gaps developing between them during the lifetime of the building.
  • FIG. 1 is a view of a spring fastening unit
  • FIG. 2 is a view of the spring fastening unit in the working position
  • FIG. 3 is a diagrammatic view of the spring fastening unit fitted in timbers.
  • FIGS. 1 , 2 , and 3 show a fastening unit 1, a faceted head 2, an upper stop element 3, a spring 4, a lower stop element 5, a cylindrical rod 6, a smooth part 7 of the rod, a threaded part 8 of the rod, a tapered part 9 of the rod, an upper component (a log or beam) 10 of the building, a lower component (a log or beam) 11 of the building, a fitting recess 12 between the timbers, an axial line 13 of a corner joint of the walls, an axial line 14 of spaced fastening units, a corner fastening unit 15, a spaced fastening unit 16, and a fitting recess 17 of a fastening unit.
  • the number of fastening units 1 needed for construction is assessed first. Consideration is given to the diameter and cross-sectional area of a beam to have the number of units required.
  • Construction of a building begins with corner assembly. Lower component 11 of one building wall is put in place, and a component of the other building wall is placed on it at an angle, with upper component 10 of the first building wall placed on top with its timber fitting recess 12 facing downward.
  • a fitting recess 17 is drilled in upper component 19 of the building corner formed in this way for corner fastening unit 15 coaxially with axis 13 of the corner assembly of the building walls.
  • the depth of the recess drilled depends on the cross-sectional area of the log. The depth of the recess ranges from 60 to 70 mm for a log diameter of 180 to 240 mm, and between 80 and 100 mm for log diameters over 240 mm.
  • a first corner spring fastening unit 15 is fitted into recess 17 drilled, without drilling a hole for the threaded part of the fastening unit that is screwed in until threaded part 8 comes out of upper building component 10 and enters lower building component 11, and the upper and lower components are pressed against one another until the spring is fully compressed to close the gap in fitting recess 12 and the component of one wall is clamped between the two components of the other wall.
  • a further component is placed thereupon on the first and second walls, and fitting recesses 17 are drilled in each component to make the fastening of the building corner more secure and to distribute the tightening force over the length of the wall for spaced fastening units 16 having axis 14 thereof spaced to a distance of 200 mm along the length of the first and second components from axial line 13 of the building corner assembly ( FIG. 3 ).
  • Spaced fastening units 16 join each successive pair of wall components together.
  • the building is further assembled in the same manner.
  • the corner is assembled from successive components by drilling fitting recess 17 in upper component 10 for corner fastening unit 15 coaxially with axis 13 of the corner assembly of the building, and so on.
  • Corner fastening units 15 and spaced units 16 are fitted in the successive timbers of the building in a staggered pattern, the axes of all corner units being aligned with axial line 13 of the corner wall assembly ( FIG. 3 ) and the axes of spaced units 16 being spaced to a distance of up to 200 mm from axial line 13 of the corner wall assembly.
  • the remaining fastening units are distributed along the length of the log or beam at a spacing of 900 to 1,300 mm for log diameters or beam cross-section of 180 to 240 mm.
  • the spacing of units 1 is reduced to 1,000 mm for diameters or cross-sections over 240 mm.
  • Spring fastening unit 1 applies constant stress to the component during assembly when the spring is compressed to 95 kgf 2 , without requiring further regular tensioning of the fastening units during the lifetime of buildings.
  • the technical effect of a spring fastening unit holding wooden components together in a simple assembly arrangement maintains constant forced shrinkage of the building without causing adverse effects and prevents linear deformations of the building components, reducing cracking of the components and formation of splits and gaps between them during the lifetime of the building as a result of the staggered pattern of the corner and spaced spring fastening units as the building corner is assembled and a corner spring fastening unit is placed in its fitting recess drilled coaxially with the axis of the corner assembly of the building walls, and the axis of the spaced fastening units is moved up to 200 mm away from the axial line of the corner assembly along the length of each component to join a successive pair of components of one wall.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)
EP10810242.7A 2009-08-17 2010-06-08 Procédé de fabrication de maisons, structures et constructions en bois Withdrawn EP2468970A4 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
RU2009131005/03A RU2399729C1 (ru) 2009-08-17 2009-08-17 Способ изготовления деревянных домов, строений, сооружений
PCT/RU2010/000300 WO2011021958A1 (fr) 2009-08-17 2010-06-08 Procédé de fabrication de maisons, structures et constructions en bois

Publications (2)

Publication Number Publication Date
EP2468970A1 true EP2468970A1 (fr) 2012-06-27
EP2468970A4 EP2468970A4 (fr) 2013-10-02

Family

ID=42939189

Family Applications (1)

Application Number Title Priority Date Filing Date
EP10810242.7A Withdrawn EP2468970A4 (fr) 2009-08-17 2010-06-08 Procédé de fabrication de maisons, structures et constructions en bois

Country Status (3)

Country Link
EP (1) EP2468970A4 (fr)
RU (1) RU2399729C1 (fr)
WO (1) WO2011021958A1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP3995704A1 (fr) * 2020-10-23 2022-05-11 Waldemar Becht Éléments de fixation pour les constructions de bâtiments

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU193032U1 (ru) * 2019-04-16 2019-10-10 Александр Николаевич Рязанцев Устройство для стяжки элементов деревянных конструкций
RU205948U1 (ru) * 2020-10-23 2021-08-12 Юрий Юрьевич Аносенков Крепежный узел для соединения элементов строительных конструкций

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4909012A (en) * 1988-09-28 1990-03-20 Thompson Jr Ransom S Method of using compression fastener for joining structural members
DE4011066A1 (de) * 1989-04-07 1990-10-11 Ismo Aittamaeki Anzugsbolzen fuer einbau von blockholzwandkonstruktionen
DE29920853U1 (de) * 1999-11-30 2000-03-02 Kob, Sabine, 95448 Bayreuth Wetterfester Wandaufbau in der Blockbauweise

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU2041842C1 (ru) 1981-02-02 1995-08-20 Валентин Михайлович Таран Модель орбитальной станции "звездный мир" тарана в.м.
US4463532A (en) * 1981-06-29 1984-08-07 Precision Interlock Log Homes, Inc. Prefabricated wall unit for log building construction, method of producing same and method of constructing log building therewith
RU2044842C1 (ru) * 1994-07-27 1995-09-27 Николай Алексеевич Крившенко Способ возведения стен сборных бревенчатых или брусовых домов и сборная стена
RU2135708C1 (ru) 1998-02-24 1999-08-27 Крикунов Василий Михайлович Деревянное строение из сборных панелей
RU2250312C2 (ru) 2002-10-09 2005-04-20 Надинский Марк Николаевич Способ изготовления деревянных домов, строений, сооружений

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4909012A (en) * 1988-09-28 1990-03-20 Thompson Jr Ransom S Method of using compression fastener for joining structural members
DE4011066A1 (de) * 1989-04-07 1990-10-11 Ismo Aittamaeki Anzugsbolzen fuer einbau von blockholzwandkonstruktionen
DE29920853U1 (de) * 1999-11-30 2000-03-02 Kob, Sabine, 95448 Bayreuth Wetterfester Wandaufbau in der Blockbauweise

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
See also references of WO2011021958A1 *

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP3995704A1 (fr) * 2020-10-23 2022-05-11 Waldemar Becht Éléments de fixation pour les constructions de bâtiments

Also Published As

Publication number Publication date
EP2468970A4 (fr) 2013-10-02
RU2399729C1 (ru) 2010-09-20
WO2011021958A1 (fr) 2011-02-24

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