EP1803864B1 - Mur porteur en maçonnerie de petits éléments - Google Patents

Mur porteur en maçonnerie de petits éléments Download PDF

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Publication number
EP1803864B1
EP1803864B1 EP06026883A EP06026883A EP1803864B1 EP 1803864 B1 EP1803864 B1 EP 1803864B1 EP 06026883 A EP06026883 A EP 06026883A EP 06026883 A EP06026883 A EP 06026883A EP 1803864 B1 EP1803864 B1 EP 1803864B1
Authority
EP
European Patent Office
Prior art keywords
wall
load bearing
vertical grooves
block
cuboidal
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.)
Not-in-force
Application number
EP06026883A
Other languages
German (de)
English (en)
Other versions
EP1803864A1 (fr
Inventor
Stanislaw Bogumil Depka
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.)
Depka Bogna Maria
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Depka Bogna Maria
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Filing date
Publication date
Application filed by Depka Bogna Maria filed Critical Depka Bogna Maria
Publication of EP1803864A1 publication Critical patent/EP1803864A1/fr
Application granted granted Critical
Publication of EP1803864B1 publication Critical patent/EP1803864B1/fr
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

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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
    • E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2/28—Walls having cavities between, but not in, the elements; Walls of elements each consisting of two or more parts kept in distance by means of spacers, all parts being solid
    • 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
    • E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2/04—Walls having neither cavities between, nor in, the solid elements
    • 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
    • E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2002/0297—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements of which the width is less than the wall thickness

Definitions

  • the invention refers to a load bearing building wall comprising the fine wall members.
  • the Polish patent description no. 168290 referred to a building wall comprising the fine wall members forming two-armed corner.
  • the load bearing part of the wall is constructed in the form of a vertical panel with small pillars to which textural layers are attached.
  • On the external side of the building wall an insulating material layer is laid.
  • the arm of the wall member located in the panel pillars is provided with an advantageous recess enabling connection with the pillars of the textural layer.
  • the familiar external load bearing walls comprising the fine wall members, as one-layer walls, are characterised by large thickness, therefore, good thermal and acoustic parameters, nevertheless, their scope of structural application is minor.
  • the porous structure and hollows of the wall forming materials used in one-layer walls enable their application in construction of heating and ventilation ducts.
  • the two-layer wall is characterised by a more efficient load bearing section. However, apart from the strips located near the openings, where the headers with the ceiling are based, long sections of walls, particularly those not carrying the ceilings load, retain a considerable resistance excess.
  • the known brick load bearing walls with service ducts are characterised by a complex structure and their construction is labour-consuming, therefore, the number of service ducts is limited to a necessary minimum which entails worsening of service conditions and impairing correct operation of the installation.
  • the specificity of the load bearing wall consists in the assumption that wall is provided with a vertical bent panel made of cuboidal blocks shaped into a set of separated pillars combined in strips between the axes of vertical grooves which, being covered by the internal finishing layer, function as service ducts running to the upper storeys between the tongues of the narrowed ring beam.
  • a full wall or a ferroconcrete reinforcement in the vertical grooves are constructed.
  • the cuboidal block has at least one corner groove in which the internal finishing layer of the vertical grooves may be recessed as well as that, in parallel to the corner groove, an oblique slit may be formed in which anchors are set.
  • the vertical grooves may run to the upper storeys through the internal openings of the traditional ring beam.
  • the internal finishing layer advantageously made of plaster-cardboard panels may be laid on both sides of the vertical bent panel.
  • the load bearing building wall in the form of a vertical bent panel comprising the cuboidal blocks, in the configuration as provided in the invention, is characterised by simple construction procedure and efficient load bearing section, properly diversified according to loads which may occur. Reinforcement of the load bearing wall with a full wall or a ferroconcrete reinforcement in vertical grooves does not result in a change of its thickness.
  • One of the advantages of the invention is application of densely arranged vertical grooves used for distribution and hiding of various installations.
  • the option of separate connection of the heating and ventilation system in each compartment creates conditions for attaining high operational comfort in the scope of health as well as more reasonable and energy saving operation of the heating and ventilating devices.
  • figure 1 shows the load bearing building wall comprising the fine wall members in the horizontal section with a vertical bent panel of the thickness corresponding to the thickness of one cuboidal block, with separated pillars of the face width equalling 1 1 ⁇ 2 of the block width and vertical grooves of the section of 1 ⁇ 2 x 1 ⁇ 2 of a block, covered with the internal finishing layer, external insulating layer and the textural façade layer, as well as an example of the wall reinforcement with a full wall and a ferroconcrete reinforcement in vertical grooves; figure 2 shows the load bearing building wall comprising the fine wall members of the thickness corresponding to the thickness of one cuboidal block with examples of pillars of the face width equalling 2 blocks width and vertical grooves of the section of 1 x 1 ⁇ 2 and 1 ⁇ 2 x 1 ⁇ 2 of a block; figure 3 shows the external building wall of the thickness corresponding to the thickness of 1 1 ⁇ 2 cuboidal block with separated pillars of the face width equalling 1 1 ⁇ 2 of the block width
  • the load bearing building wall comprising the fine wall members, of which the vertical bent panel (1) is constructed, as well as cuboidal blocks (2), is formed into separated pillars (3) constituting the ceiling support and carries the upper storeys load falling on the strip between the vertical grooves (4).
  • the vertical grooves (4) covered with the internal finishing layer (5) constitute service ducts running to the upper storeys between the tongues (6) of the narrowed ring beam (7).
  • the vertical grooves (10) are covered with the insulating material layer (11) with a textural façade layer (12). Furthermore, at the points of exceeded load bearing capacity of the pillars (3), a full wall (13) or a ferroconcrete reinforcement (14) in the vertical grooves are constructed.
  • the wall in a horizontal section is depicted on fig. 1 , and the narrowed ring beam for this wall, as presented in fig. 4 , is provided with a vertical bent panel (1) of a thickness corresponding to the thickness of one block (2) with separated pillar (3) of a face width of 1 1 ⁇ 2 block (2) with examples of the wall reinforcement with a full wall (13) and a ferroconcrete reinforcement (14) in the vertical grooves (4, 10).
  • the load bearing building wall comprising the fine wall members is constructed as provided in example one with the difference that it is provided with a vertical bent panel (1) made of cuboidal blocks (2), each having one corner groove (15) in which the internal finishing layers (5) for the vertical grooves (4) are set, as provided in fig. 8 showing the cuboidal block (2) in the top view, and fig. 9 showing a horizontal section of the wall and examples of the finishing layer (5).
  • the load bearing building wall comprising the fine wall members is constructed as provided in example two with the difference that in parallel to the corner groove (15) of the cuboidal block (2), there is an oblique slit (16) in which anchors for mounting the insulating material layer (11) and various installations inside the vertical grooves (4) are set.
  • the load bearing building wall comprising the fine wall members is constructed as provided in example one or two with the difference that it is provided with a vertical bent panel (1) made of cuboidal blocks (2) of the thickness corresponding to the thickness of one block with separated pillars (3) of a face width of 2 blocks, vertical grooves (4) of the section of 1 1 ⁇ 2 and 1 ⁇ 2 x 1 ⁇ 2 of a block depicted in fig. 2 and a narrowed ring beam (7) with tongues (6) depicted in fig. 5 .
  • the load bearing building wall comprising the fine wall members is constructed as provided in example one or two with the difference that it is provided with a vertical bent panel (1) made of cuboidal blocks (2) of the thickness corresponding to the thickness of 1 1 ⁇ 2 block with separated pillars (3) of the face width of 1 1 ⁇ 2 block and vertical grooves (4) of the section of 1 ⁇ 2 x 1 and 1 x 1 of a block depicted in fig. 3 and a narrowed ring beam (7) with tongues (6) depicted in fig. 6 .
  • the load bearing building wall comprising the fine wall members is constructed as provided in example five with the difference that it is provided with a traditional ring beam (9) with internal openings (8) depicted in fig. 7 .
  • the load bearing building wall comprising the fine wall members is constructed as provided in example one with the difference that, as an internal load bearing building wall, it is provided with an internal finishing layer (5) on both sides of the panel (1).
  • Load bearing building walls comprising fine wall members are made of cuboidal blocks (2), but they can also be constructed with application of such substitutive or supplementary materials as brick or two-arm corner shaped blocks. Reinforcement of the load bearing wall at the points of exceeded load bearing capacity of the separated pillars (3) is attained by construction of a full wall (13) or by application of a ferroconcrete reinforcement (14) in the vertical grooves (4, 10), nevertheless, it is also possible that another familiar solution be applied, namely the application of higher class wall materials or reinforcement of horizontal joints by means of a steel mesh.
  • the internal finishing layer (5) based on gypsum-cardboard panels may be limited to covering only the vertical grooves (4), and on the surface of the separated pillars (3), a plaster finishing coat is laid or only the joints are levelled.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Load-Bearing And Curtain Walls (AREA)
  • Finishing Walls (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Claims (7)

  1. Mur porteur en maçonnerie de petits éléments caractérisé par une paroi verticale cannelée (1) réalisée de petits blocs parallélépipèdiques (2) formant des piliers séparés (3) entre les axes des cannelures (4) qui, revêtues d'une couche de finition intérieure, (5) constituent des gaines techniques courant aux étages supérieurs entre les parties en saillie (6) de l'enveloppe rétrécie (7), tandis qu'une couche de matériaux isolants (11) avec une couche de revêtement de façade texturé (12) est appliquée à la surface extérieure du mur du bâtiment
  2. Mur selon la revendication 1 caractérisé en ce qu'un mur plein (13) est construit aux points où la charge limite des piliers séparés (3) est excédée.
  3. Mur selon la revendication 1 caractérisé en ce qu'un renforcement en béton armé (14) est réalisé dans les cannelures (4, 10) aux points où la charge limite des piliers séparés (3) est excédée,
  4. Mur selon la revendication 1 caractérisé en ce que le bloc parallélépipèdique (2) a avantageusement au moins une cannelure angulaire (15) dans laquelle est appliquée une couche de finition (5) des cannelures (4, 10)
  5. Mur selon la revendication 4 caractérisé en ce qu'une fente oblique (16), dans laquelle sont introduites les ancres, est avantageusement réalisée parallèlement à la cannelure angulaire (15) du bloc parallélépipèdique (2).
  6. Mur selon revendication 1 caractérisé en ce que dans les murs dont la largeur dépasse un bloc parallélépipèdique (2), les cannelures (4, 10) courent aux étages supérieurs à travers les ouvertures intérieures (8) de l'enveloppe traditionnelle (9).
  7. Mur selon la revendication 1 caractérisé en ce qu'une couche de finition intérieure (5) est appliquée sur les deux côtés de la paroi (1).
EP06026883A 2006-01-02 2006-12-27 Mur porteur en maçonnerie de petits éléments Not-in-force EP1803864B1 (fr)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
PL378640A PL206038B1 (pl) 2006-01-02 2006-01-02 Ściana nośna budynku murowana z drobnowymiarowych elementów ściennych

Publications (2)

Publication Number Publication Date
EP1803864A1 EP1803864A1 (fr) 2007-07-04
EP1803864B1 true EP1803864B1 (fr) 2010-04-28

Family

ID=37981820

Family Applications (1)

Application Number Title Priority Date Filing Date
EP06026883A Not-in-force EP1803864B1 (fr) 2006-01-02 2006-12-27 Mur porteur en maçonnerie de petits éléments

Country Status (4)

Country Link
EP (1) EP1803864B1 (fr)
AT (1) ATE466145T1 (fr)
DE (1) DE602006013928D1 (fr)
PL (1) PL206038B1 (fr)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112049274B (zh) * 2020-07-30 2021-10-29 泰昌建设有限公司 一种保温墙体构造

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2129369A (en) * 1937-06-08 1938-09-06 Faber Herbert Alfred Structural unit
US3780484A (en) * 1970-10-26 1973-12-25 G Muse Universal blocks
PL168290B1 (pl) * 1991-07-04 1996-01-31 Stanislaw Bogumil Depka Ściana budynku murowana z drobnowymiarowych,ściennych elementów
ITVI20050110A1 (it) * 2005-04-13 2006-10-14 Giampietro Canderle Struttura costruttiva amovibile, particolarmente per la costruzione a secco di edifici e porzioni di edifici

Also Published As

Publication number Publication date
PL206038B1 (pl) 2010-06-30
ATE466145T1 (de) 2010-05-15
DE602006013928D1 (de) 2010-06-10
EP1803864A1 (fr) 2007-07-04
PL378640A1 (pl) 2007-07-09

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