EP2832935A1 - Composant antisismique - Google Patents

Composant antisismique Download PDF

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Publication number
EP2832935A1
EP2832935A1 EP13178582.6A EP13178582A EP2832935A1 EP 2832935 A1 EP2832935 A1 EP 2832935A1 EP 13178582 A EP13178582 A EP 13178582A EP 2832935 A1 EP2832935 A1 EP 2832935A1
Authority
EP
European Patent Office
Prior art keywords
block
building block
masonry
longitudinal
elevation
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.)
Granted
Application number
EP13178582.6A
Other languages
German (de)
English (en)
Other versions
EP2832935B1 (fr
Inventor
Hans Gyr
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.)
Ziegelei Hochdorf AG
Original Assignee
Ziegelei Hochdorf AG
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 Ziegelei Hochdorf AG filed Critical Ziegelei Hochdorf AG
Priority to EP13178582.6A priority Critical patent/EP2832935B1/fr
Priority to SI201331621T priority patent/SI2832935T1/sl
Priority to CN201410427490.3A priority patent/CN104343210B/zh
Publication of EP2832935A1 publication Critical patent/EP2832935A1/fr
Application granted granted Critical
Publication of EP2832935B1 publication Critical patent/EP2832935B1/fr
Priority to HRP20192063TT priority patent/HRP20192063T1/hr
Active 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
    • E04B2/14—Walls having cavities in, but not between, the elements, i.e. each cavity being enclosed by at least four sides forming part of one single element
    • E04B2/16—Walls having cavities in, but not between, the elements, i.e. each cavity being enclosed by at least four sides forming part of one single element using elements having specially-designed means for stabilising the position
    • E04B2/18—Walls having cavities in, but not between, the elements, i.e. each cavity being enclosed by at least four sides forming part of one single element using elements having specially-designed means for stabilising the position by interlocking of projections or inserts with indentations, e.g. of tongues, grooves, dovetails
    • 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
    • E04B2002/0202—Details of connections
    • E04B2002/0204—Non-undercut connections, e.g. tongue and groove connections
    • E04B2002/0206—Non-undercut connections, e.g. tongue and groove connections of rectangular shape
    • 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
    • E04B2002/0202—Details of connections
    • E04B2002/0232—Undercut connections, e.g. using undercut tongues and grooves

Definitions

  • the present invention relates to a building block for a masonry according to the preamble of claim 1, a masonry with a building block, a method for producing the masonry and a method for producing a brick.
  • a masonry of a building is usually created by means of bricks, concrete blocks, sand-lime bricks, etc., which are cuboidal.
  • the cuboid blocks are laid in horizontal rows, in the vertical direction, the stones are each half, laterally offset from each other, aligned.
  • the object of the present invention in creating a simple and no additional work required measure to achieve increased earthquake resistance and thus increased bending strength in masonry masonry building blocks.
  • a masonry building block according to the wording of claim 1 is proposed. It is proposed that the block for masonry on the upper surface has at least one protruding elevation and on the lower support surface a corresponding receptacle, which is designed to receive the above projecting elevation of another, identical building block. Contrary to that from the CH 701881 known building block is now further proposed according to the invention that the block has a massive largely volumencoussig completely filled block body with a proportion of free volume in the block as a result of perforations of only 5% or less of the total volume of the block.
  • the block cuboid with the upper protruding elevation and analogously in the lower bearing surface of the corresponding longitudinal recording, with any perforations in the block only in the horizontal direction.
  • the cuboid block with the exception of small horizontal perforations largely solid volume solid filled with the appropriate material such as. Clay, concrete, gypsum or the like.
  • the void volume due to the perforations is according to a further embodiment, less than 2% of the total volume.
  • the perforations are preferably arranged in the lateral quarter of the cross-sectional area when viewed in cross-section in the longitudinal direction of the component, ie. in the central region of the block usually no horizontally extending perforations are provided.
  • dovetail-shaped longitudinal grooves are provided in the horizontal strip-shaped longitudinal surfaces on each side of the above-mentioned elevation, for example, referred to as so-called mortar pockets to allow a better connection to the next example.
  • mortar pockets for example, referred to as so-called mortar pockets to allow a better connection to the next example.
  • the building block arranged further building blocks.
  • longitudinal side grooves are provided on the side of the upper elevation and longitudinal grooves are provided in the longitudinal side surfaces of the building block in order to enable a better plastering of a masonry created with this building block.
  • the blocks defined according to the invention also result in increased sound insulation in the masonry created with the blocks due to the increased mass of the building blocks. These also provide improved moisture balance and better insulation such as heat / cold protection, as the solid-volume solid block allows greater heat storage than conventional devices.
  • the recess formed in the lower bearing surface of the block in accordance with the elevation above is such that upon receiving the elevation of a further block disposed below the bearing surface, a space such as a joint is formed, for example, for introducing a binder such as a mortar.
  • the building block according to the invention may be a cement stone, a brick, a sand-lime brick, a concrete block or the like.
  • masonry pressure resistance perpendicular to the bearing joints and masonry pressure perpendicular to the butt joints is now proposed that the masonry is created by building blocks as defined above, the bearing joints by means of the above surveys engaging in corresponding recesses in the bearing surfaces be arranged toothed about it.
  • the blocks are arranged laterally offset in a horizontal row approximately halfway against the building blocks of the above and / or below the horizontal row, so that laterally offset interrupted butt joints arise.
  • the shaping in particular of the above elevation takes place at the end of the extrusion or at the nozzle by means of cutting tools and not by appropriate shaping in the extrusion tool itself. It is also possible, likewise by means of the recess or groove in the lower bearing surface of the building block Create cutting.
  • the extrusion is carried out with heated under steam loam at temperatures of, for example, about 40 ° to 50 °, whereby by applying a vacuum, a corresponding relaxation in the extruder can be achieved.
  • the extrudate After cutting the extruded strand, the extrudate is cut in the wet state with a residual moisture of, for example, about 20% to the blocks and then the drying and firing according to the production of bricks more generally known process steps at.
  • the bricks thus produced can be used as described above for the production of masonry, in particular the top of the survey arranged lateral longitudinal grooves a better handling such as. Wearing the bricks allows.
  • FIG. 1 shows in front perspective an inventive block 1, such as, for example, a brick.
  • the block 1 has on its upper surface a longitudinal comb 3, which has an approximately rectangular or optionally square cross-section.
  • a groove 5 is centrally formed, which is dimensioned such that the inclusion of a comb of a block to be arranged below it is possible.
  • Recognizable finally are small slots 13, which are seen in the longitudinal direction in the outer region of the cross section of the block 1 longitudinally formed.
  • these are only small elongated holes, which together make up less than 5% of the total volume of the building block, generally even less than 2%.
  • the elongated holes 13 are particularly advantageous for manufacturing reasons, since, for example, when extruding the clay mass for the production of bricks so that stress cracks can be avoided.
  • each in the lateral longitudinal surfaces 9 to the upper elevation 3 or the comb 3 are dovetailed longitudinal grooves 11, which are also referred to as mortar pockets. These allow a better connection to a block to be arranged above the building block further to create a masonry. Analog are in the receiving or groove 5 lateral lower bearing surfaces 10 also dovetailed longitudinal grooves 11 'are provided.
  • FIG. 2 shows the block FIG. 1 in cross-section, now clearly the massive full-volume design of the block is recognizable.
  • the solid building block In addition to the significantly increased strength values, which are required for seismic safety of masonry created with the building block, the solid building block also enables better sound insulation, better insulation values due to greater heat storage and moisture balance.
  • FIG. 3 shows in cross-section fragmentary masonry 21 consisting of superposed building blocks 1 as turn, for example. Of bricks. It is now clear It can be seen that the elevations formed in each case above engage like a comb 3 in a corresponding groove or receptacle 5 of the respective block arranged above it. Again recognizable are the Kleinlanglochaus principles 13. Next as in FIG. 3 can be seen gaps and joints 12 and 14, which are provided for the placement of a binder such as. Mortar. To improve the bond between the individual blocks, the so-called mortar pockets 11 are further provided, which are the dovetailed longitudinal grooves in the side surfaces of the comb 3.
  • FIG. 4 shows a masonry 21 in front plan view, with concrete recognizable only the blocks 1 with the longitudinal grooves in 17 in the side surfaces. Shown are dashed lines both the protruding ridges 3 as well as the recesses formed in the support surface or 5.
  • the longitudinal joint 12 is both externally visible still longitudinally continuous interlocked, in fact and truth through the ridges and grooves, whereby the breaking strength of the masonry, especially in the region of this longitudinal joint is massively increased.
  • butt joint 16 nothing changes directly by being interrupted as known.
  • FIG. 5 shows.
  • FIG. 5 a cobblestone 23, which has no upper elevation or a comb but only a lower recess or groove. 5
  • FIG. 6 shows in perspective a footstone 33, which has no lower recess but an upper ridge or an elevation 3.
  • FIG. 7 again shows in perspective a Mauereckstein 35, which has a lower recess or groove 5, during which the upper ridge or the elevation 3 'is formed only a maximum along the half of the block.
  • a foot brick 37 as shown in perspective in FIG. 8 no lower recess or groove, during which the upper comb 3 'is again formed only along half the length of the block.
  • a block according to the invention takes place differently, depending on the material used or the block to be created. For example, cement stones or sand-lime bricks are produced by pressing the appropriate materials in molds.
  • FIG. 9 schematically a nozzle 41, which is arranged at the extruder exit for generating the shape of the not yet cut strand-shaped block.
  • the two above recesses are cut away laterally to the comb or the survey, which is particularly schematically in front view of the extrusion process in FIG. 10 is recognizable.
  • the still moist and warm clay mass is extruded from the extruder 61 through the nozzle 41 and by means of the cutting tool 43, the two strands 51 are cut off from the building block extrudate 63.
  • the central comb 3 is generated and on the other hand, the two side surfaces 9, in which the dovetailed longitudinal grooves 11 can be seen.
  • the lower recess or groove can be produced by cutting by means of cutting tool 45 by a appropriate strand of still damp, warm Lehn is cut away below.
  • the extruded strand of the still moist clay After the extruded strand of the still moist clay, it is cut in the wet state at a residual moisture content of, for example, about 20% and subsequently, for example, dried for 36 hours in a warm environment and then fired in accordance with known methods to form the inventive brick such as the brick.
  • FIGS. 1 to 10 illustrated blocks and especially with reference to FIGS. 9 and 10
  • bricks are of course only examples to better explain the present invention.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Retaining Walls (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
EP13178582.6A 2013-07-30 2013-07-30 Composant antisismique Active EP2832935B1 (fr)

Priority Applications (4)

Application Number Priority Date Filing Date Title
EP13178582.6A EP2832935B1 (fr) 2013-07-30 2013-07-30 Composant antisismique
SI201331621T SI2832935T1 (sl) 2013-07-30 2013-07-30 Zidak, odporen proti potresu
CN201410427490.3A CN104343210B (zh) 2013-07-30 2014-07-30 抗震砖块
HRP20192063TT HRP20192063T1 (hr) 2013-07-30 2019-11-15 Građevinski blok otporan na potres

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP13178582.6A EP2832935B1 (fr) 2013-07-30 2013-07-30 Composant antisismique

Publications (2)

Publication Number Publication Date
EP2832935A1 true EP2832935A1 (fr) 2015-02-04
EP2832935B1 EP2832935B1 (fr) 2019-08-28

Family

ID=48906129

Family Applications (1)

Application Number Title Priority Date Filing Date
EP13178582.6A Active EP2832935B1 (fr) 2013-07-30 2013-07-30 Composant antisismique

Country Status (4)

Country Link
EP (1) EP2832935B1 (fr)
CN (1) CN104343210B (fr)
HR (1) HRP20192063T1 (fr)
SI (1) SI2832935T1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105421645A (zh) * 2015-11-27 2016-03-23 山东科技大学 一组节能抗震型自保温砌块

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108331236A (zh) * 2018-01-24 2018-07-27 天津城建大学 提高砖砌体抗剪性能的异形砖及采用异形砖的砖砌体结构
CN109235743B (zh) * 2018-10-30 2020-12-29 江西宏云腾节能建材有限公司 一种保温水泥砖
CN111395639A (zh) * 2020-04-28 2020-07-10 中物智建(武汉)科技有限公司 可嵌套互锁的砌砖
CN111441527A (zh) * 2020-05-11 2020-07-24 中青建安建设集团有限公司 一种复合式环保节能建筑用连锁砌块

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR975333A (fr) * 1948-11-17 1951-03-05 élément préfabriqué pour la construction
FR1293147A (fr) * 1961-03-31 1962-05-11 Moellon de construction
EP0278329A1 (fr) * 1987-02-12 1988-08-17 Bisotherm Baustoff-Vertriebsgesellschaft Mbh Procédé pour la construction de murs et ensemble d'éléments de construction pour réaliser ce procédé
DE202009000561U1 (de) * 2009-01-17 2009-04-23 Greisel Bauelemente Gmbh Mauerstein aus Porenbeton
CH701881A2 (de) 2009-09-30 2011-03-31 Hochdorf Ziegelei Ag Baustein für ein Mauerwerk.
FR2950637A1 (fr) * 2009-09-30 2011-04-01 Jean Christophe Valdebouze Paroi isolee a elements de maconnerie pre-perces

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KR100370419B1 (ko) * 2001-01-17 2003-02-05 주식회사 삼한 씨원 벽돌제조용 압출물 절삭장치
CN2777097Y (zh) * 2005-01-31 2006-05-03 陈小刚 多功能承重砌块
CN2861343Y (zh) * 2005-02-07 2007-01-24 怀方林 防面层脱落的复合节能砌块
CN2806618Y (zh) * 2005-02-16 2006-08-16 栾惠甥 一种外墙砖或砌块及使用该砖或砌块的保温墙体
CN2858836Y (zh) * 2006-01-23 2007-01-17 王成友 承重保温混凝土复合空心砌块
CN201050131Y (zh) * 2007-06-14 2008-04-23 丁佳春 保温锁扣彻块砖
CN201424739Y (zh) * 2009-05-11 2010-03-17 吉林建筑工程学院 承重高密度秸秆草砖隼接型砌体
CN201581540U (zh) * 2009-12-17 2010-09-15 贵州晨煦新型建材科技发展有限公司 三腔复合保温砌块
CN201835416U (zh) * 2010-05-31 2011-05-18 彭德志 一种新型抗震砖

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR975333A (fr) * 1948-11-17 1951-03-05 élément préfabriqué pour la construction
FR1293147A (fr) * 1961-03-31 1962-05-11 Moellon de construction
EP0278329A1 (fr) * 1987-02-12 1988-08-17 Bisotherm Baustoff-Vertriebsgesellschaft Mbh Procédé pour la construction de murs et ensemble d'éléments de construction pour réaliser ce procédé
DE202009000561U1 (de) * 2009-01-17 2009-04-23 Greisel Bauelemente Gmbh Mauerstein aus Porenbeton
CH701881A2 (de) 2009-09-30 2011-03-31 Hochdorf Ziegelei Ag Baustein für ein Mauerwerk.
FR2950637A1 (fr) * 2009-09-30 2011-04-01 Jean Christophe Valdebouze Paroi isolee a elements de maconnerie pre-perces

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105421645A (zh) * 2015-11-27 2016-03-23 山东科技大学 一组节能抗震型自保温砌块

Also Published As

Publication number Publication date
EP2832935B1 (fr) 2019-08-28
CN104343210B (zh) 2018-06-01
SI2832935T1 (sl) 2019-12-31
HRP20192063T1 (hr) 2020-02-21
CN104343210A (zh) 2015-02-11

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