WO2010002287A1 - Structure de construction de mur - Google Patents

Structure de construction de mur Download PDF

Info

Publication number
WO2010002287A1
WO2010002287A1 PCT/RU2009/000048 RU2009000048W WO2010002287A1 WO 2010002287 A1 WO2010002287 A1 WO 2010002287A1 RU 2009000048 W RU2009000048 W RU 2009000048W WO 2010002287 A1 WO2010002287 A1 WO 2010002287A1
Authority
WO
WIPO (PCT)
Prior art keywords
logs
wall building
base
building unit
timbers
Prior art date
Application number
PCT/RU2009/000048
Other languages
English (en)
Russian (ru)
Inventor
Андрей Геннадьевич РОГАЧЁВ
Original Assignee
Rogachev Andrey Gennadievich
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 Rogachev Andrey Gennadievich filed Critical Rogachev Andrey Gennadievich
Publication of WO2010002287A1 publication Critical patent/WO2010002287A1/fr

Links

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
    • E04B2/703—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 vertical elements

Definitions

  • the utility model relates to the field of construction and can be used, in particular, for the construction of external and internal walls from vertically located logs (timber).
  • the disadvantage of this design is the large and very high cost, complexity, due to the presence of a large number of connecting nodes, as well as low reliability, due to the presence in the connected wooden elements of the recesses of complex configuration formed by through holes for the rods and sockets for their heads.
  • the cross-sections of the connected elements are weakened, at the place where the through holes for the rods are connected with the sockets for the heads, a stress concentration arises that leads to the wood chips.
  • gaskets that lose their sealing properties as a result of aging are an element that makes the design unreliable according to RU 2097500 Cl.
  • a significant drawback of this design is also the complexity of manufacturing the connecting nodes due to the need for threaded channels in the heads of the rods at an angle strictly defined for each wall configuration.
  • a simpler is a wall building structure, including a set of vertically mounted on the base of logs (timber); logs are fixed relative to the base (foundation) by means of a metal corner, in the shelves of which holes are made for fasteners; a vertical shelf of the corner is connected to the lower ends of the logs by means of screws; another, horizontal shelf is connected to the foundation by means of anchors; a horizontal bridge is attached to the upper end of each log, perpendicular to the plane of the wall and connected at the other end to the logs of the opposite wall, CA 2203984 C.
  • This technical solution is taken as a prototype of this utility model.
  • the disadvantage of the prototype is the low reliability and complexity of the design.
  • Logs are fixed in the lower part by cantilever protruding screws 74; such a connection is unreliable due to the bending of the screw or the destruction of the wood at the attachment point under load from the weight of the log; the design is complex due to the presence of a large number of fasteners and horizontal jumpers connected to the upper end of each log; accordingly, the construction of this building structure is complicated.
  • the objective of this utility model is to simplify and increase the reliability of a wall building structure, as well as simplify its assembly.
  • a utility model in a wall building structure including a set of vertically mounted logs and / or timber fixed to the base and fixed relative to the base and to each other, the lower ends of the logs and / or beam are coupled to the base through a spike-to-groove connection, while the wall building construction equipped with a beam with which the upper ends of the logs and / or beam are connected; logs and / or timber can be additionally interconnected in the middle part; openings can be made in the wall building structure.
  • FIG. 1 is a section through AA in FIG. l;
  • FIG. 3 the interface node of the lower ends of the logs with the base by means of a thorn-groove connection, the groove is made in the base, the spikes are made on the ends of the lower ends of the logs;
  • figure 4 is a view of "B" in fig.Z;
  • Fig.5 - the same as in Fig.Z, the spike is made in the base, the grooves are at the ends of the lower ends of the logs;
  • figure 6 is a view of "B" in figure 5;
  • Fig.7 is the same as in Fig.5, the spike is made in the form of a profile (brand), mounted on the base, the grooves are made in the form of slots at the ends of the lower ends of the logs;
  • Fig.8 is a view of "G
  • Wall construction includes a set of vertically mounted on the basis of 1, in a specific example, a reinforced concrete foundation, logs and / or timber.
  • logs 2 are used.
  • Lower ends 3 of logs 2 coupled to base 1 via a thorn-groove connection.
  • the groove 5 can be made in the base 1, and the spikes 4 are formed on the ends of the lower ends 3 of the logs 2 (Fig. 3,4) or, conversely, the spike 6 is made on the base 1, and the grooves 7 are formed on the ends of the lower ends 3 of the logs 2 ( Fig. 5,6).
  • These grooves can be made in the form of slots 9, and the spikes 8 represent the vertical elements of the beams with the cross-section "T-bar", mounted on the base 1 (Fig. 7.8).
  • the upper ends 14 of the logs 2 are connected to the beam 13.
  • This connection can be structurally performed in various ways.
  • the beam 13 is fixed in the grooves 15 made in the ends of the upper ends 14 of the logs 2 (Fig. 10,11).
  • the beam can be made in the form of a profile element 16 of the T-section, the vertical element of which is placed in the slots 17, made at the ends of the upper ends 14 of the logs 2.
  • In the beam 13 can be made grooves 18, mated with spikes 19, which are made at the ends of the upper ends 14 logs 2 (Fig. 14.15).
  • the logs 2 in the middle part can be additionally interconnected, in this example, by inserts 12, which reduce the possibility of shifting the logs relative to each other.
  • In the wall building structure can be made window openings 10 and doorways 11.
  • logs 2 When the wall structure is working, logs 2 are practically not subject to vertical shrinkage, bear the same load and work on longitudinal compression. Due to this, logs are not overloaded in the direction perpendicular to their longitudinal axis, which reduces crack formation and the associated increased rotting of wood due to moisture entering the cracks. Thus, the reliability and durability of the wall building structure are significantly increased.
  • the design is simple both in terms of the elements from which it is formed, and in relation to its manufacture and assembly. Assembly of the structure can be carried out both at the construction site, and in the factory, where prefabricated blocks can be manufactured.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Load-Bearing And Curtain Walls (AREA)

Abstract

L'invention concerne la construction et peut notamment s’utiliser pour l’édification de murs internes ou externes constitués de rondins disposés verticalement ou de profilés. Dans la structure de construction de mur en bois, qui comprend un ensemble de rondins (2) et/ou des profilés, montés sur une base (1), fixés les uns aux autres, les extrémités inférieures (3) des rondins (2) et/ou des profilés sont reliées à la base (1) au moyen d'un raccord « mortaise - tenon», la structure de construction du murs étant munie d'une poutre (13) à laquelle sont reliées les extrémités supérieures (14) des rondins (2) et / ou des profilés. Les rondins (2) et / ou des profilés peuvent être interconnectés dans leur partie médiane. Les ouvertures (10, 11) peuvent être réalisées dans l'unité de construction de murs. L'invention permet d'augmenter la fiabilité d’une structure de construction de mur et aussi de faciliter son assemblage.
PCT/RU2009/000048 2008-07-03 2009-01-30 Structure de construction de mur WO2010002287A1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
RU2008128944 2008-07-03
RU2008128944 2008-07-03

Publications (1)

Publication Number Publication Date
WO2010002287A1 true WO2010002287A1 (fr) 2010-01-07

Family

ID=41466170

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/RU2009/000048 WO2010002287A1 (fr) 2008-07-03 2009-01-30 Structure de construction de mur

Country Status (1)

Country Link
WO (1) WO2010002287A1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US11772126B2 (en) 2016-02-01 2023-10-03 Theradep Technologies Inc. Systems and methods for delivering therapeutic agents

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
SU52282A1 (ru) * 1936-08-04 1936-11-30 П.И. Сидоров Дерев нное здание
DE19646964A1 (de) * 1996-11-14 1998-05-20 Wolfgang Eckle Gebäude mit säulenartigen, aufrecht stehenden Wandelementen

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
SU52282A1 (ru) * 1936-08-04 1936-11-30 П.И. Сидоров Дерев нное здание
DE19646964A1 (de) * 1996-11-14 1998-05-20 Wolfgang Eckle Gebäude mit säulenartigen, aufrecht stehenden Wandelementen

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
KUZNETSOV A.V.: "Arkhitekturnye konstruktsii. Moscow", IZDATELSTVO AKADEMII ARKHITEKTURY SSSR, 1944, pages 268 - 270 *

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US11772126B2 (en) 2016-02-01 2023-10-03 Theradep Technologies Inc. Systems and methods for delivering therapeutic agents

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