NO124121B - - Google Patents
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- Publication number
- NO124121B NO124121B NO238468A NO238468A NO124121B NO 124121 B NO124121 B NO 124121B NO 238468 A NO238468 A NO 238468A NO 238468 A NO238468 A NO 238468A NO 124121 B NO124121 B NO 124121B
- Authority
- NO
- Norway
- Prior art keywords
- stones
- shape
- triangles
- laid
- diagonal
- Prior art date
Links
- 239000004575 stone Substances 0.000 description 27
- 239000000945 filler Substances 0.000 description 4
- 238000010008 shearing Methods 0.000 description 3
- 239000000919 ceramic Substances 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000000306 recurrent effect Effects 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
- E04B5/08—Load-carrying floor structures formed substantially of prefabricated units assembled of block-shaped elements, e.g. hollow stones
-
- 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
- E01C5/00—Pavings made of prefabricated single units
-
- 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
- E04B2/12—Walls having neither cavities between, nor in, the solid elements using elements having a general shape differing from that of a parallelepiped
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F15/00—Flooring
- E04F15/02—Flooring or floor layers composed of a number of similar elements
- E04F15/08—Flooring or floor layers composed of a number of similar elements only of stone or stone-like material, e.g. ceramics, concrete; of glass or with a top layer of stone or stone-like material, e.g. ceramics, concrete or glass
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Ceramic Engineering (AREA)
- Chemical & Material Sciences (AREA)
- Road Paving Structures (AREA)
- Medicines Containing Plant Substances (AREA)
- Revetment (AREA)
- Floor Finish (AREA)
- Finishing Walls (AREA)
Description
Forbandstener resp. -plater. Connecting stones or plates.
Den foreliggende oppfinnelse vedrbrer forbandstener for stensetting av gater resp. forbandplater for belegning av veibaner, baderom eller vegger og lignende. The present invention relates to paving stones for paving streets or joint plates for covering road surfaces, bathrooms or walls and the like.
Forbandstener resp. -plater for nevnte formål er allerede kjent Connecting stones or plates for the aforementioned purpose are already known
i de forskjelligste utforelser og former. Ved fremstilling av slike stener eller plater er det imidlertid å ta hensyn til to in the most different designs and forms. When producing such stones or slabs, however, two things must be taken into account
vesentlige krav. Disse må nemlig på den ene side i teknisk henseende være utformet slik at de allerede lost utlagt i forband over en stor flate allerede på grunn av deres spesielle form enkeltvis og som stdrre flater er mest mulig urokkelige og for det andre som flater betraktet også er estetisk til-Kfr. kl. 37d-13/14 essential requirements. These must, on the one hand, in technical terms, be designed so that they are already loosely laid out in connection over a large surface already due to their special shape individually and as solid surfaces are as immovable as possible and on the other hand, considered as surfaces, are also aesthetic to-Cfr. at 37d-13/14
talende. Videre bor de også være slik utformet at detter.-ti 1-strekkelig med et lite antall av de nbdvendige ende- og.ut-fyll ings stykker fdr avslutning-åv flåtekantdeler resp.V sidéav-grensning for en flate og lignende-liten at man forst på -arbeids-plassen må lage passéridéVforbåndstén- eller platestykker for dette formål. • *• „ ,r * ^";_ ^ ^ speaking. Furthermore, they should also be designed in such a way that this is sufficient with a small number of the necessary end and filling pieces for the end of the raft edge parts or V side boundary for a flat and similarly small that you first have to make passéridé Vforbändstén- or plate pieces for this purpose at the workplace. • *• „ ,r * ^";_ ^ ^
Det er allerede kjent forbandstéhér;for stensetting hvis spesielle utforming av diagonalt overfor hverandre liggende sidekanter muliggjbr at de kan legges i forbandvirkning idet de overalt ligger an mot hverandre og dessuten gir et godt utseende av flaten som helhet. Herved går man ved den enkelte forbandsten ut fra firkantform ved hvilken de diagonalt overfor hverandre liggende sidekantdeler er utformet som symmetrisk likedannede fremspring og lignende slik at forbandstenen som helhet-be- •■-traktet i det vesentlige har form av en Z. Ved denne utformning får man riktignok et innbyrdes forband av de utlagte stener, men det er her ikke til å unngå at de enkelte inntil hverandre lagte stener med en av sine akser serievis forlbper enten parallelt med eller i rett vinkel på gatekanten. Dette har den ulempe at den belastning på en forbandsten, f.eks. fremkalt ved trykk av et hjul på et kjbretby, forplanter seg som skjære-kraft.i retning av denne akse og således det av disse stener dannede spor. Ved symmetriske, d.v.s. parallelt eller i rett vinkel i forhold til gatekanten forlbpende spor, er det fblgelig uungåelig at to hjul på et kjbretby belaster to forskjellige, imidlertid langs en felles akse beliggende forbandstener, hvorved de i denne rekke opptredende skjærekrefter kari bli meget store og i Betydelig grad' bidra til 'én hurtig nédslitning åv veidekket. På grunn av dette blir dé "kjente "forbandstener for stensetting med fordel lagt med sine lengdeakser kun på tvers av gaten, d.v.s. "forlbpende "i rett vinkel i" forhold tii gatekanten. There is already known connecting tapes; for paving stones whose special design of side edges lying diagonally opposite each other makes it possible for them to be laid in a connecting effect, as they all abut against each other and also gives a good appearance to the surface as a whole. In this way, the individual connecting stone is based on a square shape in which the side edge parts lying diagonally opposite each other are designed as symmetrically similar protrusions and the like so that the connecting stone as a whole -•■-considered essentially has the shape of a Z. With this design you do get an interconnected connection of the laid stones, but here it cannot be avoided that the individual stones laid next to each other with one of their axes running serially either parallel to or at right angles to the street edge. This has the disadvantage that the load on a connecting stone, e.g. caused by the pressure of a wheel on a rock, propagates as a cutting force in the direction of this axis and thus the track formed by these stones. In the case of symmetrical, i.e. parallel or at right angles to the continuous track on the edge of the street, it is apparently inevitable that two wheels on a bridge load two different connecting stones located, however, along a common axis, whereby the shearing forces occurring in this series can become very large and to a significant degree' contribute to rapid wear and tear of the road surface. Because of this, the "known" paving stones are advantageously laid with their longitudinal axes only across the street, i.e. "continuous" at right angles in relation to the street edge.
For å eliminere "disse ulemper foreslåes ifbTge' oppfihrielsen eri forbandsten'som i motsetning til dé hittil"kjente kan legges såvel i lengde- "som også i tverretriirig bg derved alltid forlbper skrått "i forhold til gatekanten. Ifblge oppfinnelsen er dette ved en forbandsten resp. -plate som i det vesentlige oppviser en Z-form, mulig derved at den har form av to trekanter som dannes ved diagonalen av en firkant og er forskjbvet i forhold til hverandre langs denne dia-gonale Fortrinnsvis er firkanten et parallellogram. Det kan imidlertid også tenkes å utforme firkanten som et rektangel. In order to eliminate these disadvantages, it is proposed to build the structure in a connection which, in contrast to what has been known so far, can be laid both lengthwise and also in a transverse direction, thereby always extending diagonally in relation to the street edge. According to the invention, this is by means of a connecting stone or plate which essentially shows a Z-shape, possible because it has the shape of two triangles which are formed at the diagonal of a square and are offset in relation to each other along this diagonal. Preferably, the square is a parallelogram. However, it is also conceivable to design the square as a rectangle.
På denne måte er det muliggjort at de enkelte forbandstener In this way, it is possible for the individual connecting stones
kan legges i såkalt korsforband slik at de alltid fra en belastet sten utgående og videre-ledede trykk- og skjærekrefter ikke adderes til likerettede og fra en annen belastet forbandsten utgående trykk- og skjærekrefter. Videre har det vist seg at ved denne utformning av forbandstenene kan legges i vid-strakte kurver uten behov for kjegleformede utfyllingsstykker. can be laid in a so-called cross connection so that the compressive and shearing forces that always originate from a loaded stone and are redirected are not added to the compressive and shearing forces that are directed and emanate from another loaded connecting stone. Furthermore, it has been shown that with this design the connecting stones can be laid in wide curves without the need for cone-shaped filler pieces.
Hensiktsmessig består de for stensetting anvende forbandstener av betong, hvorimot forbandplater, særlig for legning i baderom, eller som veggpanel, kan bestå av en for disse formål egnet keramisk masse. Det er naturligvis også tenkelig at platene også kan fremstilles av betong. Med fordel kan forbandplatene også fremstilles av en- eller flerfarvet kunststoff. Appropriately, the joint stones used for paving consist of concrete, whereas joint boards, especially for laying in bathrooms, or as wall panels, can consist of a ceramic mass suitable for these purposes. It is naturally also conceivable that the plates can also be made of concrete. Advantageously, the dressing plates can also be made from single or multi-coloured plastic.
Videre trekk og fordeler ifblge oppfinnelsen vil fremgå neden-for ved beskrivelse av noen utfbrelseseksempler under henvisning til tegningen, hvorpå Further features and advantages according to the invention will appear below when describing some examples of embodiment with reference to the drawing, after which
fig. 1 viser en forbandsten, fig. 1 shows a connecting stone,
fig. 2 viser en forbandplate, fig. 2 shows a connecting plate,
fig. 3 viser en forbandsten i forbindelse med et ende- resp. utfyllingsstykke og fig. 3 shows a connecting stone in connection with an end resp. filler piece and
fig. 4 viser en delvis med forbandplater og delvis med forbandstener utlagt gulvflate i snitt. fig. 4 shows a section of a floor surface laid out partly with jointing boards and partly with jointing stones.
I fig. 1 er 1 en forbandsten hvis Z-form dannes ved motsatt forskyvning av to like trekanter 2, 3 som fremkommer av en firkant 4, hvilke trekanter har parvis parallelle sider. Trekantene 2, 3 er herved forskjbvet i motsatt retning i forhold til hverandre langs en diagonal 5 som tjener som felles hypotenus for begge trekantene, i pilretningen A resp. B. In fig. 1 is 1 a connecting stone whose Z-shape is formed by the opposite displacement of two equal triangles 2, 3 which arise from a square 4, which triangles have pairs of parallel sides. The triangles 2, 3 are thereby displaced in the opposite direction in relation to each other along a diagonal 5 which serves as the common hypotenuse for both triangles, in the direction of the arrow A or B.
I fig. 2 vises en forbandplate ved hvilken de på begge sider av en langsgående del 6 anordnede Z-tverrbjeiker 7, 8 har trekantform, hvorved disse trekanter 7,8 er kongruente. Det ligger innen rammen av oppfinnelsen å fremstille disse trekanter 7, 8 i innbyrdes forskjellig stbrrelse resp. form. In fig. 2 shows a connection plate in which the Z-crossbeams 7, 8 arranged on both sides of a longitudinal part 6 have a triangular shape, whereby these triangles 7, 8 are congruent. It is within the scope of the invention to produce these triangles 7, 8 in mutually different sizes or shape.
Et ende- resp. utfyllingsstykke 9 som står i forbindelse med en forbandsten 1, vises i fig. 3. Herved vises det spesielt til den ensidig rett forlbpende avslutning 10 for dette ende-resp0 utfyllingsstykke. Forband av flere plater resp. stener til en flateenhet 11 resp. 12 er vist i fig. 4, hvorved platene er innlagt i betong eller en annen masse 12 som forbinder disse med hverandre og med grunnen, mens forbandstenene, flaten 12, er nedgravet i grunnen 14. Herved fremgår tydelig den rett-linjede avslutning 10 av ende- resp„ utfyllingsstykkene for forbandstenene resp. -platene såvel som deres periodevis likt tilbakevendene utformning. An end- or filler piece 9 which is in connection with a connecting stone 1, is shown in fig. 3. Reference is hereby made in particular to the one-sided straight continuous termination 10 for this end or filler piece. Connection of several boards or stones to an area unit 11 resp. 12 is shown in fig. 4, whereby the plates are embedded in concrete or another mass 12 which connects these to each other and to the ground, while the connecting stones, the surface 12, are buried in the ground 14. This clearly shows the rectilinear termination 10 of the end or filling pieces for the connecting stones or -the plates as well as their periodically similar recurrent design.
Claims (1)
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| DE1967F0032387 DE1975256U (en) | 1967-06-19 | 1967-06-19 | COMPOSITE STONE OR -PLATE. |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| NO124121B true NO124121B (en) | 1972-03-06 |
Family
ID=7094610
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| NO238468A NO124121B (en) | 1967-06-19 | 1968-06-18 |
Country Status (9)
| Country | Link |
|---|---|
| AT (1) | AT289182B (en) |
| BE (1) | BE716672A (en) |
| CH (1) | CH487303A (en) |
| DE (1) | DE1975256U (en) |
| ES (1) | ES139652Y (en) |
| FR (1) | FR1570928A (en) |
| NL (1) | NL155900B (en) |
| NO (1) | NO124121B (en) |
| SE (1) | SE332198B (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE3015331C2 (en) * | 1979-04-24 | 1983-01-13 | Cockerill, 4100 Seraing | Stone for the refractory lining of a circular metallurgical vessel |
| DE4432196A1 (en) * | 1994-09-09 | 1996-03-14 | Bkn Karl Boegl Gmbh & Co | Stone and stone set |
-
1967
- 1967-06-19 DE DE1967F0032387 patent/DE1975256U/en not_active Expired
-
1968
- 1968-06-14 CH CH914168A patent/CH487303A/en unknown
- 1968-06-17 BE BE716672D patent/BE716672A/xx unknown
- 1968-06-17 AT AT574768A patent/AT289182B/en active
- 1968-06-18 NL NL6808547.A patent/NL155900B/en unknown
- 1968-06-18 SE SE821968A patent/SE332198B/xx unknown
- 1968-06-18 NO NO238468A patent/NO124121B/no unknown
- 1968-06-18 ES ES1968139652U patent/ES139652Y/en not_active Expired
- 1968-06-19 FR FR1570928D patent/FR1570928A/fr not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| CH487303A (en) | 1970-03-15 |
| SE332198B (en) | 1971-02-01 |
| NL155900B (en) | 1978-02-15 |
| FR1570928A (en) | 1969-06-13 |
| AT289182B (en) | 1971-04-13 |
| ES139652U (en) | 1968-12-01 |
| ES139652Y (en) | 1969-06-16 |
| DE1975256U (en) | 1967-12-21 |
| BE716672A (en) | 1968-12-02 |
| NL6808547A (en) | 1968-12-20 |
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