DK153580B - PREPARED CONSTRUCTION PARTS - Google Patents
PREPARED CONSTRUCTION PARTS Download PDFInfo
- Publication number
- DK153580B DK153580B DK440878AA DK440878A DK153580B DK 153580 B DK153580 B DK 153580B DK 440878A A DK440878A A DK 440878AA DK 440878 A DK440878 A DK 440878A DK 153580 B DK153580 B DK 153580B
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- DK
- Denmark
- Prior art keywords
- elements
- plate
- structural
- structural member
- insulating material
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C1/00—Building elements of block or other shape for the construction of parts of buildings
- E04C1/40—Building elements of block or other shape for the construction of parts of buildings built-up from parts of different materials, e.g. composed of layers of different materials or stones with filling material or with insulating inserts
- E04C1/41—Building elements of block or other shape for the construction of parts of buildings built-up from parts of different materials, e.g. composed of layers of different materials or stones with filling material or with insulating inserts composed of insulating material and load-bearing concrete, stone or stone-like material
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/20—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of concrete or other stone-like material, e.g. with reinforcements or tensioning members
- E04C3/22—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of concrete or other stone-like material, e.g. with reinforcements or tensioning members built-up by elements jointed in line
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/30—Columns; Pillars; Struts
- E04C3/34—Columns; Pillars; Struts of concrete other stone-like material, with or without permanent form elements, with or without internal or external reinforcement, e.g. metal coverings
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Building Environments (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- Joining Of Building Structures In Genera (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Description
DK 153580 BDK 153580 B
JJ
i i i i xi i i i x
Den foreliggende opfindelse angår en præfabrikeret konstruktionsdel. af den i indledningen til krav 1 angivne art og til brug som f.eks.The present invention relates to a prefabricated structural member. of the kind specified in the preamble of claim 1 and for use as e.g.
* dragere, overliggere, indramninger for åbninger, søjler til bygningsskeletter, beklædningselementer eller afstivningsdele til 5 murværk. ;* carriers, overlays, openings frames, pillars for building skeletons, cladding or bracing elements for 5 masonry. ;
Hovedparten af disse konstruktionsdele fremstilles almindeligvis på j arbejdspladsen, hvilket nødvendiggør fremstillingen af forskallinger, ' afstivninger, udhældning af beton, forskallingernes demontering og den .Most of these structural parts are generally manufactured in the workplace, necessitating the manufacture of formwork, stiffeners, pouring concrete, dismantling of formwork and the like.
: ? i 2:? i 2
DK 153580BDK 153580B
eventuelle anbringelse af isolerende materialer.possible application of insulating materials.
Fra DB 27 07 627 kendes en byggeblok bestående af to betonparter, der er anbragt på siderne af en isolerende indre part, der etable-5 rer forbindelse mellem de to ydre betonparter. Denne byggeblok har gode varmeisolerende egenskaber. Sådanne byggeblokke samles ved at lægge et mørtellag mellem blokkene. Disse blokke er ikke velegnede til at fremstille specielle konstruktionsparter, såsom forskallinger til bjælker, overliggere eller rammer, når der sam- 10 tidig kræves en kontinuert isolering.,.From DB 27 07 627 there is known a building block consisting of two concrete parts, which are arranged on the sides of an insulating internal part, which establishes a connection between the two outer concrete parts. This building block has good heat insulating properties. Such building blocks are assembled by laying a mortar layer between the blocks. These blocks are not suitable for producing special structural parts, such as formwork for joists, beams or frames, when a continuous insulation is required.
Den foreliggende opfindelse har til formål at anvise konstruktionsdele, specielt forskallinger og bærende dele, der kan præfabrikeres i de krævede dimensioner på værksted eller fabrik på 15 en sådan måde, at de kan monteres direkte, uden at der er behov for monteringsmaskiner, og således begrænse de på arbejdspladsen udførte handlinger til et minium.The present invention has for its object to provide structural parts, in particular formwork and supporting parts, which can be prefabricated in the required dimensions of the workshop or factory in such a way that they can be mounted directly, without the need for mounting machines, and thus limit they performed actions in the workplace to a minimum.
Dette formål tilgodeses ved, at den indledningsvist omtalte præ-2o fabrikerede konstruktionsdel ifølge den foreliggende opfindelse er ejendommelig ved flet i den kendetegnende del af krav 1 anførte.This object is met by the fact that the pre-20 fabricated structural part of the present invention mentioned above is characterized by braid in the characterizing part of claim 1.
På denne måde formes en konstruktionsdel uden kuldebroer og af en given længde og højde ved ende mod ende at samle det nødvendige 25 antal elementer, der indbyrdes holdes fast sammen ved hjælp af den isolerende materialeplade, hvilket muliggør konstruktionsdelens transport til og fra arbejdspladsen.In this way, a structural part without cold bridges, and of a given length and height at end to end, is formed to assemble the required number of elements which are held together by the insulating material plate, which allows the construction part to be transported to and from the workplace.
Ved at konstruktionsdelen er ejendommelig ved det i den kende- teqnende del af krav 2 anførte, opnår man en konstruktionsdel, der 30 dels indbefatter første elementer til at danne en overligger, enIn that the structural part is peculiar to that of the known part of claim 2, a structural part which partly comprises first elements for forming a overlayer, is obtained.
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søjle, en ramme, eller en støttedel, og dels andre elementer, "der danner den mod rummene vendende vægflade, og med en plade af isolerende materiale indskudt mellem de første og de andre elementer for på én gang at sikre deres indbyrdes faste forbindelse 5 og varmeisolationsfunktionen uden kuldebroer.column, a frame, or a support member, and partly other elements "forming the wall surface facing the compartments, and having a plate of insulating material interposed between the first and second elements to secure at once their interconnected connection 5 and heat insulation function without cold bridges.
En særlig fordel ved konstruktionsdelene ifølge den foreliggende op= findelse ligger i, at de muliggør at tilfredsstille gældende normer for så vidt angår revnedannelsen i pudslag eller dæklag. I virkelig= '»i Λ heden kan disse dele beregnet til singulære punkter i en bygning udvise varmeisolationskarakteristika, der kan sammenlignes med de konstruktionsblokke, der er beskrevet i det nævnte DE OS 27 07 627. Eventuelt kan man danne hulrum i elementerne, der udgør dis-15 se dele. Man undgår således i de singulære punkter dannelsen af kuldebroer med temperaturgradienter, der medfører en tilbøjelighed til at foranledige revnedannelse af disse dæklag.A particular advantage of the structural parts of the present invention lies in the fact that they allow to meet applicable standards as regards the cracking in plaster or cover layers. In reality, these parts intended for singular points in a building may exhibit thermal insulation characteristics comparable to the structural blocks described in the aforementioned DE OS 27 07 627. Optionally, cavities may form in the elements constituting dis-15's parts. Thus, in the singular points, the formation of cold bridges with temperature gradients is avoided, which leads to a tendency to cause cracking of these cover layers.
De første elementer er fremstillet af f.eks. beton, terrakot-20 ta eller byggesten.-De andre elementer kan, når de benyttes, også i det mindste delvis være fremstillet af et af disse materialer. Det er klart, at disse andre elementer, der danner forsats-vægge, kan være udformet af andre materialer, f.eks. på basis af gips. De kan også være laminater.The first elements are made of e.g. concrete, terracotta or building blocks. -The other elements, when used, may also be at least partially made of one of these materials. It is to be understood that these other elements forming wall walls may be formed of other materials, e.g. on the basis of plaster. They can also be laminates.
Den varmeisolerende materialeplade er af et ekspanderet plastmateriale, f.eks. polyurethanskum. Et phenolskum kan også benyttes.The heat insulating material plate is of an expanded plastic material, e.g. polyurethane foam. A phenolic foam can also be used.
Andre egenskaber og fordele ved konstruktionsdelene ifølge den fore= liggende opfindelse fremgår ved læsningen af den efterfølgende beskri= velse, og under henvisning til 'tegningen. På denne· viser:· --Other features and advantages of the structural parts of the present invention will become apparent upon reading the following description and with reference to the accompanying drawings. On this · shows: · -
Fig. 1 et perspektivisk delbillede af en konstruktionsdel ifølge den foreliggende opfindelse, hvilken konstruktionsdel danner en for-35 skalling for en drager eller overligger, fig. 2 et delbillede i perspektiv af en konstruktionsdel ifølge den foreliggende opfindelse, hvilken konstruktionsdel danner en forskalling for en søjle af bygningsskelettet, 4FIG. 1 is a perspective sectional view of a structural member of the present invention forming a scaffold for a carrier or overlay; FIG. 2 is a perspective view of a structural part of the present invention forming a formwork for a pillar of the building skeleton;
DK 153580BDK 153580B
fig. 3 og 4 to billeder af konstruktionsdele i overensstemmelse med den foreliggende opfindelse for en vinduesramme, og fig. 5 et perspektivisk delbillede af en konstruktionsdel ifølge den 5 foreliggende opfindelse for en dørstøtte.FIG. 3 and 4 are two views of structural members in accordance with the present invention for a window frame; and FIGS. 5 is a perspective view of a structural member according to the present invention for a door support.
Fig. 1 viser ens forskallingselementer 10 med U-profil, der er samlet ende mod ende og mekanisk fastgjort til hinanden ved hjælp af en plade 11 af et varmeisolerende materiale, f.eks. en plade af et ekspanderet isolerende materiale.FIG. 1 shows similar formwork elements 10 with U-profile, which are assembled end to end and mechanically fixed to each other by means of a plate 11 of a heat insulating material, e.g. a plate of an expanded insulating material.
Pladen 11 bærer på den flade 11a, der vender mod elementerne 10, sva= lehaleformede tappe eller ribber 12. Hver ribbe eller tap 12 er lejret i en rende eller hulkel, der 'er dannet ved at sætte hulkele 13,der er udformet på de ydre flader af elementerne 10's flanger 10a, op ad pladen 11, ende mod ende.The plate 11 carries on the surface 11a facing the elements 10 heavy-duty pins or ribs 12. Each rib or pin 12 is mounted in a gutter or hollow formed by inserting hollow lug 13 formed on the outer faces of the flanges 10a of the members 10, up to the plate 11, end to end.
Elementer 15 i form af forsatsvægge og udformet som plader med den samme længde i som elementerne 10 samles ende mod ende og fast= gøres mekanisk ved hjælp af pladen 11 på den til fladen 11a modstå= 2Q ende flade 11b. På denne flade 11b bærer pladen 11 svalehaleformede ribber 16. Hver ribbe 16 er lejret i en rende, der er dannet ved at anbringe hulkehlen 17 på elementerne 15"s flader’ 15a ende mod ende.Elements 15 in the form of support walls and designed as plates of the same length in which the elements 10 are assembled end to end and fixed mechanically by means of the plate 11 on the surface 11b which resists the surface 11a. On this surface 11b, plate 11 carries dovetail-shaped ribs 16. Each rib 16 is housed in a gutter formed by placing the cavity 17 on the faces 15a of the elements 15a end to end.
Hulrum 14, der forløber hen over hele elementerne 10's længde, er udformet i de dele af disse elementer, der ikke støder op til pladen 11, dvs. i deres bund 10b og deres flanger 10c.Cavities 14 extending over the entire length of the elements 10 are formed in those parts of these elements which are not adjacent to the plate 11, ie. in their bottom 10b and their flanges 10c.
De ved hjælp af pladen 11 fast forbundne elementer 10 danner en kon= struktionsdel 18, der f.eks. kan udgøre en forskalling til en overlig= 3q ger. Konstruktionsdelen 18 anbringes på plads, hvorpå beton hældes i forskallingselementerne 10's indre. Det er klart, at konstruktionsde= len 18 lades på plads efter betonens hærdning, og man opnår således en overligger med en forsatsvæg og en isolerende plade indbygget uden varmebroer mellem forsatsvæggen og overliggeren.The elements 10 fixed by means of the plate 11 form a structural part 18 which e.g. may constitute a formwork for a superior = 3q ger. The structural part 18 is placed in place, whereby concrete is poured into the interior of the formwork elements 10. It is clear that the structural part 18 is loaded into place after the concrete hardensing, thus obtaining an overlayer with a wall and an insulating plate built in without heat bridges between the wall and the wall.
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Man bemærker, at den af pladen realiserede mekaniske forbindelse vil give konstruktionsdelen 18 en tilstrækkelig mekanisk modstand til at udgøre en forskalling, der uden forstærkning muliggør udhældningen af betonen. Det benyttede isolerende materiale er ligeledes et isolerendeIt is noted that the mechanical connection realized by the slab will provide the structural member 18 with sufficient mechanical resistance to form a formwork that allows pouring of the concrete without reinforcement. The insulating material used is also an insulating material
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Til at fremstille konstruktionsdelen 18 går man f.eks. frem som følger. Man anbringer forskallingselementerne 10 og forsatsvægelementerne 15 i et tilstrækkeligt antal ende mod eade afhængig af den for konstruk= tionsdelen 18 ønskede længde. Man anbringer dem i to parallelle ræk= 5 ker, idet man mellem dem lader et mellemrum stå, idet elementerne 10 og 15 er anbragt med de med render forsynede flader vendende mod hinanden. I mellemrummet mellem fladerne fremkalder man en ekspansion af polyurethanskummet. Pladen 11 formes med sine ribber 12 og 16. Man opnår således en forbindelsen af tap og taphulsarten .mellem pladen 11 10 og hvert af elementerne 10 og 15. Det er klart, at man kan opnå en forbindelse af denne art med ribber 12, 16 og hulkele 13 f \η me(j en anden profil end den svalehaleformede, f.eks. med et T-profil, eller mere almindeligt, give elementerne 10 og 15's mod hinanden vendende flader et relief eller en udformning, der er egnet til at sikre en 15 mekanisk forbindelse med det isolerende materiale efter dettes eks= pansion.For example, to produce the structural part 18, one goes. forward as follows. The formwork elements 10 and the attachment wall elements 15 are arranged at a sufficient number of ends towards each depending on the length desired for the structural part 18. They are placed in two parallel rows = 5 rows, leaving a gap between them, the elements 10 and 15 being arranged with the facing surfaces facing each other. In the space between the surfaces, an expansion of the polyurethane foam is induced. The plate 11 is formed with its ribs 12 and 16. Thus, a connection of the pin and the pinhole species is obtained between the plate 11 10 and each of the elements 10 and 15. It is clear that a connection of this kind can be obtained with ribs 12, 16 and cavity 13 for a profile other than the dovetail-shaped, for example, with a T-profile, or more commonly, give the faces 10 and 15 of the facing surfaces a relief or design suitable for ensure a mechanical connection with the insulating material after its expansion.
Forskallingselementerne 10 og forsatsvæggen 15 er f.eks. betonelemen= ter, der er fremstillet ved støbning i anlæg af den art, der er 20 kendt til fremstilling af blokkene. Andre materialer kan benyttes til disse elementer, f.eks. terrakotta eller byggesten. Desuden kan ele= mentet 15, der danner forsatsvæggen, være et flerlagselement og især omfatte et brandbeskyttende lag, f.eks. af gips.The formwork elements 10 and the attachment wall 15 are e.g. concrete elements made by casting in systems of the kind known for making the blocks. Other materials may be used for these elements, e.g. terracotta or building blocks. In addition, the element forming the overlay wall may be a multilayer element and in particular comprise a fire protective layer, e.g. of plaster.
Fig. 2 til 5 illustrerer andre udførelsesformer for konstruktionsde=FIG. 2 to 5 illustrate other embodiments of structural design
c. Oc
le i overensstemmelse med den foreliggende opfindelse. De materialer, der udgør elementerne, som danner disse stykker, såvel som deres frem= stillingsmåde og samling er analoge med de, der er beskrevet ovenfor for konstruktionsdelen 18, og disse vil ikke blive beskrevet i detal= je nedenfor.le in accordance with the present invention. The materials constituting the elements forming these pieces, as well as their method of manufacture and assembly, are analogous to those described above for structural member 18, and these will not be described in detail below.
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Fig. 2 viser en konstruktionsdel 28 indbefattende en række elementer 20 i form af rammer, der er samlet ende mod ende,og på den ene af deres sider mekanisk fast forbundet ved hjælp af en isolerende pla= de 21, hvilken plade 21 på sin flade 21a, der vender mod elementerne 35 20, bærer en eller flere ribber 22, der er i indgreb med hulkehle 23 på elementerne 20. På sin anden flade 21b bærer pladen 21 ribber 26 i indgreb med hulkehle 27 på elementerne 25, der er udformet som plader, der er anbragt ende mod ende og udgør en forsatsvæg. Hulrum 24 er ud=FIG. 2 shows a structural member 28 including a series of elements 20 in the form of assemblies end-to-end assembled and mechanically fixed on one of their sides by an insulating plate 21, which plate 21 on its surface 21a; facing the elements 35 20, carries one or more ribs 22 which engage with hollow holes 23 on the elements 20. On its second surface 21b, the plate 21 carries ribs 26 in engagement with the hollow holes 27 on the elements 25, which are formed as plates. placed end-to-end and forming a wall of support. Cavity 24 is out =
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Konstruktionsdelene 20 danner forskallingselementer, som i samlet til· stand udgør en forskalling til støbningen af en søjle i byggeskelettei Til dette formål kan jern 29 anbringes i forskallingen, når konstruk= tionsdelen 28 fremstilles.The structural members 20 form formwork elements which together form a formwork for the casting of a column in the building skeleton. For this purpose, iron 29 can be placed in the formwork when the structural part 28 is manufactured.
5 Fig. 3 og 4 viser en konstruktionsdel 38 med første elementer 30 i form af rammer og anbragt ende mod ende og samlet mekanisk af en isolerende plade 31. Andre elementer 35 anbringes ende ved ende og samles ligeledes mekanisk af pladen 31 på den modsatte side af den hvor elementerne 30 befinder sig, og danner derved en forsatsvæg. Hul· 10 rum 34 er dannet i de dele af elementerne 30, der ikke støder op til pladen 31.FIG. 3 and 4 show a structural member 38 with first elements 30 in the form of frames and arranged end to end and assembled mechanically by an insulating plate 31. Other elements 35 are placed end by end and also mechanically assembled by the plate 31 on the opposite side of the the elements 30 are located, thereby forming a wall of support. Hole 10 compartments 34 are formed in those parts of the elements 30 which are not adjacent to the plate 31.
Konstruktionsdelen 38 udgør et karmstykke til en dør eller et vindue, f.eks. en konstruktionsdel, der kan anbringes lodret mod enden af en 15 mur 39. Denne mur udgøres f.eks. af præfabrikerede blokke 40 med et ydre bærende parti 41 og en indre forsatsvæg 42 samlet ved hjælp af et mellemliggende isolerende element 43. Sådanne blokke er beskrevet i fransk patentansøgning nr. 2.341.714.The structural member 38 constitutes a frame for a door or window, e.g. a structural member which can be mounted vertically towards the end of a wall 39. of prefabricated blocks 40 having an outer supporting portion 41 and an inner support wall 42 assembled by an intermediate insulating element 43. Such blocks are described in French Patent Application No. 2,341,714.
20 Når først rammeelementet 38 er anbragt, kan man støbe beton i det indre af den forskalling, der udgøres af rammerne 30.20 Once the frame member 38 is placed, concrete can be molded into the interior of the formwork constituted by the frames 30.
Man bemærker, at en langsgående rende 44 kan være dannet på den ydre flade til den side af elementerne 30, der vender mod blokkene 40. På 25 samme måde kan de bærende partier 41 af disse blokke have en langsgå= ende rende 45, der vender mod renden 44, for sammen med denne at dann et hulrum 46, efter af elementet 38 endeligt er anbragt på plads.It should be noted that a longitudinal trough 44 may be formed on the outer surface to the side of the elements 30 facing blocks 40. Similarly, the supporting portions 41 of these blocks may have a longitudinal trough 45 facing towards the gutter 44, so as to form a cavity 46 therewith, after the element 38 is finally placed in place.
Elementet 38 med sit hulrum 34 og eventuelt med hulrummet 46 gør det 30 på fuldstændig tilfredsstillende måde muligt at tilgodese normerne me hensyn til revnedannelsen i pudslag, belægninger eller dæklag. Selv c den er anbragt i et singulært punkt af bygningen, adskiller dette ele ment sig ikke med hensyn til varmeisolering i forhold til blokkene 4C Man behøver følgelig ikke at frygte fremkomsten af varmebroer ved det 35 te enkeltpunkt optaget af elementet 38. Denne bemærkelsesværdige kendsgerning for rammekonstruktionselementet 38 gælder selvsagt lige= ledes for de andre konstruktionsdele dannet i overensstemmelse med de foreliggende opfindelse og anbragt i enkeltpunkter i bygningerne.The element 38 with its cavity 34 and optionally with the cavity 46 enables the standards to be satisfactorily satisfied with respect to the cracking in plaster, coatings or cover layers. Although it is located at a singular point of the building, this element does not differ in terms of thermal insulation relative to blocks 4C. Consequently, there is no need to fear the appearance of heat bridges at the 35th single point occupied by element 38. This remarkable fact of of course, the frame construction element 38 applies equally to the other structural members formed in accordance with the present invention and arranged at single points in the buildings.
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Konstruktionsdelen 38 bærer forankringslapper til fastgørelse af hængs ler 47 for vinduesskodder. Pladen 31 og forsatsvæggen 35 har en mindr« bredde end rammerne 30 for at montere en karm eller en vinduesramme 48 og forstærkningerne 49 til at bære vinduets beslag.The structural member 38 carries anchoring flaps for securing hinges 47 for window shutters. The plate 31 and the support wall 35 have a smaller width than the frames 30 for mounting a frame or window frame 48 and the reinforcements 49 to support the window bracket.
g De i fig. 3 og 4 illustrerede udførelsesformer adskiller sig ved, at det i fig. 3 viste tilfælde drejer sig om en ramme eller en karm for et vindue med skrå lysningsprofil, medens det- i det i fig. 4 viste tilfælde drejer sig om et vindue uden indre fremspring.g In FIG. 3 and 4 are different in that in FIG. 3 is a frame or a frame for a sloped illumination window, whereas in FIG. 4 is a window with no internal projection.
10 Fig. 5 illustrerer endnu en yderligere udførelsesform for en konstruk= tionsdel 58 i overensstemmelse med den foreliggende opfindelse. Denne konstruktionsdel udgør en sålbænk for et vindue og omfatter identiske elementer 50, der er samlet ende mod ende, og som danner selve sålbænken. Disse elementer 50 er fast forbundne ved hjælp af en iso= 15 lerende plade 51, ligesom andre enhedselementer 55 danner en forsats= væg. Langsgående hulrum 54 er ført gennem hvert element 50.FIG. 5 illustrates yet another embodiment of a structural portion 58 in accordance with the present invention. This structural member constitutes a window sill for a window and comprises identical elements 50 which are assembled end to end forming the sole bench itself. These elements 50 are firmly connected by means of an iso = 15 laminate plate 51, just as other unit elements 55 form an attachment wall. Longitudinal cavity 54 is passed through each member 50.
Som man kan se i fig. 5, har pladen 51 i sin nedre del en større tyk= kelse end den, den har i sin øvre del, og har således en form, der er 20 tilpasset til konstruktionsdelen 58. Dette medfører desuden en let= ning af elementerne 50.As can be seen in FIG. 5, the plate 51 in its lower part has a greater thickness than that which it has in its upper part, and thus has a shape which is adapted to the structural part 58. This furthermore results in a relief of the elements 50.
Jern 53, der er beregnet til at blive dækket med beton, kan være an= bragt i en langsgående rende 56, der er dannet ved, at render 52, der er tilvejebragt på elementerne 50's øvre overflade, samles ende modIron 53, which is intended to be covered with concrete, may be placed in a longitudinal trough 56 formed by the grating 52 provided on the upper surface of the members 50 joining together towards the end.
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ende.end.
Det er klart, at andre udførelsesformer for konstruktionsdele i over= ensstemmelse med den foreliggende opfindelse kan forudses, specielt ^ for enkeltpunkter i bygningerne.It is to be understood that other embodiments of structural members in accordance with the present invention may be envisaged, especially for single points in the buildings.
Længden af de elementer, der udgør konstruktionsdelene i overensstemmelse med den foreliggende opfindelse, vælges f.eks. af en størrelsesorden på en eller flere decimeter for at muliggøre en sam= ling af et givet antal af disse elementer til at dække hovedparten af behovene angående længden af de konstruktionsdele, der skal præ=The length of the elements constituting the structural members according to the present invention is selected e.g. of an order of one or more decimeters to allow a collection of a given number of these elements to meet most of the requirements regarding the length of the structural parts to be pre-assembled;
Claims (2)
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| FR7732084 | 1977-10-25 | ||
| FR7732084A FR2407309A1 (en) | 1977-10-25 | 1977-10-25 | PREFABRICATED CONSTRUCTION PARTS |
Publications (3)
| Publication Number | Publication Date |
|---|---|
| DK440878A DK440878A (en) | 1979-04-26 |
| DK153580B true DK153580B (en) | 1988-07-25 |
| DK153580C DK153580C (en) | 1988-12-19 |
Family
ID=9196919
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| DK440878A DK153580C (en) | 1977-10-25 | 1978-10-04 | PREPARED CONSTRUCTION PARTS |
Country Status (9)
| Country | Link |
|---|---|
| EP (1) | EP0001723B1 (en) |
| AT (1) | AT359715B (en) |
| DE (1) | DE2861198D1 (en) |
| DK (1) | DK153580C (en) |
| ES (1) | ES246999Y (en) |
| FI (1) | FI62392C (en) |
| FR (1) | FR2407309A1 (en) |
| IT (1) | IT1108483B (en) |
| NO (1) | NO158148C (en) |
Families Citing this family (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB2136468A (en) * | 1983-03-05 | 1984-09-19 | Beasey Eric | Composite tile |
| FR2598166A1 (en) * | 1986-04-30 | 1987-11-06 | Saget Sa | Prefabricated element consisting of burnt-clay modules |
| FR2634238B1 (en) * | 1988-07-18 | 1993-02-05 | Decroux Francois | PREFABRICATED CONSTRUCTION ELEMENTS AND METHOD FOR THE ECONOMIC REALIZATION OF ISOTHERMAL WALL |
| FR2764621B1 (en) * | 1997-06-17 | 1999-09-17 | Pascal Bouinot | CONSTRUCTION ELEMENTS OF A BUILDING AND ASSEMBLY OF SUCH ELEMENTS |
| FR2840935B1 (en) | 2002-06-12 | 2005-08-19 | Andre Loew | CONSTRUCTION ELEMENT IN BEAM TYPE MASONRY, SUCH AS LINTEAU OR SIMILAR |
| DE102007049021B4 (en) * | 2007-10-11 | 2012-11-22 | hülsta-werke Hüls GmbH & Co KG | Systems with a first component and with at least one other component |
| FR3002777B1 (en) * | 2013-03-04 | 2015-03-13 | Rgo | STRUCTURAL / INSULATING HYBRID CONSTRUCTION BLOCK |
| CN204098336U (en) * | 2014-06-18 | 2015-01-14 | 段炼山 | A kind of building-block |
| DE102017211167A1 (en) * | 2017-06-30 | 2019-01-03 | Führer Exklusivfenster - Türen- Sonnenschutz Gmbh | WALLROOM WITH INSULATION ELEMENT |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE2707627A1 (en) * | 1976-02-23 | 1977-08-25 | Cerib | METHOD FOR MANUFACTURING A CONSTRUCTION BLOCK AND DEVICE FOR CARRYING OUT THE METHOD |
Family Cites Families (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR476568A (en) * | 1900-01-01 | |||
| GB114253A (en) * | 1917-10-15 | 1918-03-28 | Ernest Hirsch | Improvements in Reinforced Floors or Roofs. |
| GB740185A (en) * | 1953-01-28 | 1955-11-09 | Domenico Magnelli | Improvements in bricks |
-
1977
- 1977-10-25 FR FR7732084A patent/FR2407309A1/en active Granted
-
1978
- 1978-08-28 EP EP78400080A patent/EP0001723B1/en not_active Expired
- 1978-08-28 DE DE7878400080T patent/DE2861198D1/en not_active Expired
- 1978-10-04 DK DK440878A patent/DK153580C/en active
- 1978-10-13 AT AT738078A patent/AT359715B/en not_active IP Right Cessation
- 1978-10-17 IT IT69382/78A patent/IT1108483B/en active
- 1978-10-23 FI FI783222A patent/FI62392C/en not_active IP Right Cessation
- 1978-10-24 NO NO783599A patent/NO158148C/en unknown
- 1978-10-24 ES ES1978246999U patent/ES246999Y/en not_active Expired
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE2707627A1 (en) * | 1976-02-23 | 1977-08-25 | Cerib | METHOD FOR MANUFACTURING A CONSTRUCTION BLOCK AND DEVICE FOR CARRYING OUT THE METHOD |
Also Published As
| Publication number | Publication date |
|---|---|
| EP0001723A2 (en) | 1979-05-02 |
| FI62392B (en) | 1982-08-31 |
| ES246999Y (en) | 1980-10-01 |
| IT1108483B (en) | 1985-12-09 |
| FI62392C (en) | 1982-12-10 |
| NO158148B (en) | 1988-04-11 |
| DK440878A (en) | 1979-04-26 |
| FR2407309B1 (en) | 1980-06-27 |
| EP0001723B1 (en) | 1981-10-21 |
| ES246999U (en) | 1980-04-01 |
| NO158148C (en) | 1988-07-20 |
| FR2407309A1 (en) | 1979-05-25 |
| NO783599L (en) | 1979-04-26 |
| IT7869382A0 (en) | 1978-10-17 |
| DE2861198D1 (en) | 1981-12-24 |
| AT359715B (en) | 1980-11-25 |
| EP0001723A3 (en) | 1979-05-16 |
| FI783222A (en) | 1979-04-26 |
| ATA738078A (en) | 1980-04-15 |
| DK153580C (en) | 1988-12-19 |
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