NO153980B - Joined PLATE PROFILE. - Google Patents
Joined PLATE PROFILE. Download PDFInfo
- Publication number
- NO153980B NO153980B NO800526A NO800526A NO153980B NO 153980 B NO153980 B NO 153980B NO 800526 A NO800526 A NO 800526A NO 800526 A NO800526 A NO 800526A NO 153980 B NO153980 B NO 153980B
- Authority
- NO
- Norway
- Prior art keywords
- profile
- plate
- plane
- bent part
- adhesion
- Prior art date
Links
- 238000007373 indentation Methods 0.000 claims description 7
- 239000002184 metal Substances 0.000 claims description 5
- 239000002131 composite material Substances 0.000 claims description 2
- 230000000994 depressogenic effect Effects 0.000 claims 1
- 238000004519 manufacturing process Methods 0.000 description 4
- 238000005266 casting Methods 0.000 description 2
- 238000009415 formwork Methods 0.000 description 2
- 238000004873 anchoring Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 238000003466 welding Methods 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
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
- E04B5/36—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor
- E04B5/38—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor with slab-shaped form units acting simultaneously as reinforcement; Form slabs with reinforcements extending laterally outside the element
- E04B5/40—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor with slab-shaped form units acting simultaneously as reinforcement; Form slabs with reinforcements extending laterally outside the element with metal form-slabs
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Floor Finish (AREA)
- Laminated Bodies (AREA)
- Polishing Bodies And Polishing Tools (AREA)
- Finishing Walls (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
- Road Signs Or Road Markings (AREA)
- Panels For Use In Building Construction (AREA)
- Rod-Shaped Construction Members (AREA)
Description
Den foreliggende oppfinnelse vedrører en forbandsplate-prof il av metallplate for betongetasjeskillere, utformet med fra platens plan oppadragende, innbyrdes parallelle profilopphøy-ninger med f.eks. trapesformet tverrsnitt, hvorimellom det løper med adhes^onsinnbuktninger utformete ombøyde partier som er parallelle med profilopphøyningene og rager oppad fra forbands-plateprof ilens plan og er tilbøyd av samme metalJplate, har vegger som står helt inntil hverandre og vinkelrett på profilplatens plan. The present invention relates to a connection plate profile made of sheet metal for concrete floor separators, designed with mutually parallel profile elevations extending upwards from the plane of the plate with e.g. trapezoidal cross-section, between which there are curved parts designed with adhesion indentations that run parallel to the profile elevations and project upwards from the plane of the connecting plate profile and are bent by the same metal plate, have walls that are right next to each other and perpendicular to the plane of the profile plate.
Forbandsplateprofiler av denne type er kjent f.eks fra DE-OS 2.252.988. De anvendes ved betongstøping av betongetasjeskillere istedenfor forskaling. Når betongen størkner forankres profilen i denne og blir værende permanent på plass. Blandt fordelene sammenliknet med forskaling merkes f.eks. at den ved betongstøpingen nødvendige understøttelse nedenfra er mindre ruvende, hvorved det blir værende fritt arbeidsrom under platen. Profilen i den nedre flate av den ferdige plate opptar strekkpå-kjenninger, slik at platens tykkelse kan reduseres. For strekk-påkjenninger som fremkommer i platens plan er forbandsplateprofilens ombøyde partier utformet med adhesjonsinnbuktninger. Vanskeligheten har hittil vært å bringe dem til å hefte godt nok til betongen. De er vanligvis enten for svake eller for vanske-lige å fremstille produksjonsteknisk. Joint plate profiles of this type are known, for example, from DE-OS 2,252,988. They are used when casting concrete floor dividers instead of formwork. When the concrete hardens, the profile is anchored in it and remains permanently in place. Among the advantages compared to formwork, e.g. that the support required from below during the concrete casting is less towering, leaving free working space under the slab. The profile in the lower surface of the finished plate takes up tensile stresses, so that the thickness of the plate can be reduced. For tensile stresses that occur in the plane of the plate, the bent parts of the joint plate profile are designed with adhesion indentations. The difficulty so far has been getting them to adhere well enough to the concrete. They are usually either too weak or too difficult to produce in terms of production technology.
Formålet med oppfinnelsen er å frembringe en forbands-plateprof il hvor de ovennevnte ulemper er avhjulpet. The purpose of the invention is to produce a joint plate profile in which the above-mentioned disadvantages are remedied.
Forbandsplateprofilen ifølge oppfinnelsen er kjenne-tegnet ved at adhesjonsinnbuktningene er fra det ombøyde partis øvre kant, nedad inntrykte fordypninger hvor det ombøyde partis vegger også ved fordypningene ligger helt inntil hverandre. Disse adhesjonsinnbuktninger kan med letthet inntrykkes i det ombøyde partis øvre kant i forbindelse med fremstillingen av forbandsplateprofilen. Et ombøyd parti som er fremstilt slik hefter bra til betongen som støpes om den, på grunn av at det om-bøyde parti er formet slik at det ikke kan gi etter i noen ret-ning og heller ikke deformeres. Forbandsplateprofilen er fordel-aktig når det gjelder produksjonskostnader, og dens nedre flate gir taket et særlig stilig preg. The connection plate profile according to the invention is characterized by the fact that the adhesion indentations are from the bent part's upper edge, depressions impressed downwards where the walls of the bent part also lie right next to each other at the depressions. These adhesion indentations can easily be impressed into the upper edge of the bent part in connection with the production of the joint plate profile. A bent part produced in this way adheres well to the concrete that is cast around it, due to the fact that the bent part is shaped so that it cannot yield in any direction nor is it deformed. The composite panel profile is advantageous in terms of production costs, and its lower surface gives the roof a particularly stylish touch.
Oppfinnelsen vil bli nærmere forklart i det etter-følgende under henvisning til den•medfølgende tegning, hvori: The invention will be explained in more detail below with reference to the accompanying drawing, in which:
Fig. 1 viser et perspektivriss av forbandsplaten. Fig. 1 shows a perspective view of the dressing plate.
Fig. 2 viser et snitt etter linjen II - II i fig. 1. Fig. 3 viser et snitt etter linjen III - III i fig. 1. Fig. 2 shows a section along the line II - II in fig. 1. Fig. 3 shows a section along the line III - III in fig. 1.
Ved fremstillingen av en etasjeskiller anbringer man forbandsplateprofiler 1 ved siden av hverandre på ikke viste, glissent anbragte bærebjelker som på sin side hviler på et under-lag. Profilene festes til hverandre enten med nagler eller ved punktsveising. Som det fremgår av fig. 1 er profilen 1 utformet med fra dens plate oppadragende, innbyrdes parallelle profilopp-høyninger 2 med trapesformet tverrsnitt. Mellom profilopphøyn-ingene 2 ligger det ombøyde partier 3 som rager oppad fra for-bandsplateprof ilens 2 plan og som er parallelle med profilopp-høyningene samt som er tilbøyd av samme metallplate. De ombøyde partier 3 er utformet med i deres øvre kant inntrykte fordypninger 4 som funksjonerer som adhesjonsinnbuktninger i betong 5. In the manufacture of a floor divider, connecting plate profiles 1 are placed next to each other on not shown, slidingly placed support beams which in turn rest on a sub-layer. The profiles are attached to each other either with rivets or by spot welding. As can be seen from fig. 1, the profile 1 is designed with mutually parallel profile elevations 2 with a trapezoidal cross-section extending upwards from its plate. Between the profile elevations 2 are bent parts 3 which project upwards from the plane of the front band plate profile 2 and which are parallel to the profile elevations and which are bent from the same metal plate. The bent parts 3 are designed with indentations 4 pressed into their upper edge which function as adhesion indentations in concrete 5.
Etter at forbandplateprofilene 1 er montert, utføres de nødvendige installasjonsarbeider, såsom legging av elektriske rør og tetning langs gjennomføringsåpningenes kanter slik at betongmassen 5 som skal støpes ikke kan renne gjennom åpningene. After the connecting plate profiles 1 have been mounted, the necessary installation work is carried out, such as laying electrical pipes and sealing along the edges of the through-holes so that the concrete mass 5 to be cast cannot flow through the openings.
Når betongmassen 5 er støp og har størknet er forbands-plateprof ilen sikkert forankret i betongen. Forankringen fremmes i avgjørende grad av fordypningene 4. When the concrete mass 5 is cast and has solidified, the connecting plate profile is securely anchored in the concrete. The anchoring is promoted to a decisive extent by the recesses 4.
Claims (1)
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
FI790681A FI57295C (en) | 1979-02-28 | 1979-02-28 | FOERBUNDSPLATTPROFIL |
Publications (3)
Publication Number | Publication Date |
---|---|
NO800526L NO800526L (en) | 1980-08-29 |
NO153980B true NO153980B (en) | 1986-03-17 |
NO153980C NO153980C (en) | 1986-06-25 |
Family
ID=8512440
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
NO800526A NO153980C (en) | 1979-02-28 | 1980-02-26 | Joined PLATE PROFILE. |
Country Status (7)
Country | Link |
---|---|
CH (1) | CH644922A5 (en) |
DE (1) | DE3000716A1 (en) |
DK (1) | DK150746C (en) |
FI (1) | FI57295C (en) |
NL (1) | NL8000156A (en) |
NO (1) | NO153980C (en) |
SE (1) | SE436053B (en) |
Families Citing this family (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4628654A (en) * | 1982-09-20 | 1986-12-16 | Wesmer Konstruksie (Eiedoms) Beperk | Composite floor structures |
CH662102A5 (en) * | 1983-07-29 | 1987-09-15 | Ferag Ag | METHOD AND DEVICE FOR STORING CONTINUOUSLY, IN PARTICULAR PRODUCTS INCLUDING IN A DANDEL INFORMATION, IN PARTICULAR PRINTED PRODUCTS. |
AT390093B (en) * | 1985-08-27 | 1990-03-12 | Katzenberger Helmut | PROFILE SHEET FOR CONCRETE COMPOSITE CEILINGS |
AT386636B (en) * | 1985-09-06 | 1988-09-26 | Katzenberger Helmut | Profile-sheet shuttering for concrete composite floors |
Family Cites Families (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
AT331473B (en) * | 1974-09-12 | 1976-08-25 | Rosenberger Gertrude | COMPONENT MADE FROM WEAK SHEET METAL |
-
1979
- 1979-02-28 FI FI790681A patent/FI57295C/en not_active IP Right Cessation
-
1980
- 1980-01-09 CH CH13680A patent/CH644922A5/en not_active IP Right Cessation
- 1980-01-10 NL NL8000156A patent/NL8000156A/en not_active Application Discontinuation
- 1980-01-10 DE DE19803000716 patent/DE3000716A1/en not_active Ceased
- 1980-02-25 SE SE8001464A patent/SE436053B/en unknown
- 1980-02-26 NO NO800526A patent/NO153980C/en unknown
- 1980-02-27 DK DK082880A patent/DK150746C/en not_active IP Right Cessation
Also Published As
Publication number | Publication date |
---|---|
SE436053B (en) | 1984-11-05 |
NO800526L (en) | 1980-08-29 |
SE8001464L (en) | 1980-08-29 |
DE3000716A1 (en) | 1980-09-11 |
NL8000156A (en) | 1980-09-01 |
DK82880A (en) | 1980-08-29 |
CH644922A5 (en) | 1984-08-31 |
FI57295B (en) | 1980-03-31 |
DK150746B (en) | 1987-06-09 |
FI57295C (en) | 1980-07-10 |
NO153980C (en) | 1986-06-25 |
DK150746C (en) | 1987-11-16 |
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