DK144428B - Separation of floors consisting of a concrete slab molded with filler elements with internal continuous stiffening ribs and extruded plastic - Google Patents
Separation of floors consisting of a concrete slab molded with filler elements with internal continuous stiffening ribs and extruded plastic Download PDFInfo
- Publication number
- DK144428B DK144428B DK317576AA DK317576A DK144428B DK 144428 B DK144428 B DK 144428B DK 317576A A DK317576A A DK 317576AA DK 317576 A DK317576 A DK 317576A DK 144428 B DK144428 B DK 144428B
- Authority
- DK
- Denmark
- Prior art keywords
- separation
- stiffening ribs
- concrete slab
- extruded plastic
- filler elements
- Prior art date
Links
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
- E04B5/17—Floor structures partly formed in situ
- E04B5/18—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly cast between filling members
- E04B5/19—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly cast between filling members the filling members acting as self-supporting permanent forms
-
- 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
Description
i 144428in 144428
Opfindelsen angår en etageadskillelse bestående af en betonribbeplade udstøbt om fyldelegemer med indvendige , gennemgående afstivningsribber og af ekstruderet plast, hvilke fyldelegemer er forløbende parallelt med hinanden fra understøtning 5 til understøtning og med mellemrum i sideretningen til formning af de bærende ribber med disses eventuelle armering.BACKGROUND OF THE INVENTION 1. Field of the Invention The invention relates to a floor separation consisting of a concrete rib plate molded about filling bodies with internal, continuous stiffening ribs and of extruded plastics, which are arranged parallel to one another from support 5 to support and at lateral intervals to form the supporting ribs with their optional arms.
Der kendes etageadskillelser, der opbygges ved, at der anbringes en række præfabrikerede underliggere og vægtreducerende fyldelegemer af brændt ler eller af eks-10 truderet plast på en bærende struktur, hvorefter arme-rings jernene lægges og der udføres en betonstøbning til det niveau, som ønskes, og til eventuel monering af en gulvbelægning.Floor separations are known, which are built up by placing a number of prefabricated underlayers and weight reducing filler bodies of burnt clay or extruded plastic on a supporting structure, after which the reinforcing irons are laid and a concrete casting is carried out to the desired level. , and for possible mounting of a floor covering.
En sådan etageadskillelse er eksempelvis vist i 15 det tyske patentskrift nr. 841.215 og udgøres af et stål-tegldæk, hvor fyldelegemerne i form af hule teglelementer forbindes i forlængelse af hinanden ved hjælp af gennemgående stålprofiler, der anbringes i specielt udformede noter i elementernes overside, og hvor underkanterne 20 af elementernes langsider stødes op mod hinanden og danner render i længderetningen til anbringelse af armeringsjern og udstøbning af beton.Such a floor separation is shown, for example, in German Patent Specification No. 841,215 and is made up of a steel-tile deck in which the filling members in the form of hollow tile elements are connected in extension to each other by means of through-going steel profiles which are arranged in specially formed grooves in the upper side of the elements. and wherein the lower edges 20 of the long sides of the elements abut one another and form longitudinal grooves for the application of reinforcing bars and concrete casting.
I det franske patentskrift nr. 1.245.104 er der beskrevet en etageadskillelse med kontinuerligt gennem-25 løbende fyldelegemer af plast. Den er på grund af udformningen ikke særlig modstandsdygtig over for sideværts deformering under trykket fra den plastiske beton, og den har ikke sammenlåsningsmidler, der kan låse elementerne indbyrdes og danne tætning under udstøbningen 30 af betonen, eller som forankres i og af den omstøbte beton.French Patent Specification No. 1,245,104 discloses a floor separation with continuous continuous plastic filler bodies. Due to the design, it is not very resistant to lateral deformation under the pressure of the plastic concrete, and it does not have interlocking means which can lock the elements together and form a seal during the casting of the concrete or which are anchored in and of the cast concrete.
Ifølge den foreliggende opfindelse kan disse ulemper undgås ved etageadskillelser af den i indledningen nævnte type, når hvert af de ekstruderede fyldelegemer 35 har trapezformet, omtrent rektangulært tværsnit, hvor de indvendige, gennemgående afstivningsribber i tværsnit danner et trekantgitter, hvorhos fyldelegemerne forneden 144428 2 er forbundet tæt med hinanden ved hjælp af gennemgående mellemlasker af ekstruderet plast forbundet med de hosliggende fyIdelegemer ved låsende, hovedsagelig tæt feder- og notforbindelse og med betonen ved hjælp af på 5 fyldelegemernes sideflader værende hageformede fremspring.According to the present invention, these drawbacks can be avoided by floor separations of the type mentioned in the preamble, when each of the extruded filler bodies 35 has trapezoidal, approximately rectangular cross sections, with the inner, cross-sectional stiffening ribs forming a triangular grid, the filler bodies being connected below. close to each other by means of extruded plastic extruded interconnectors connected to the adjacent baffle bodies by locking, mainly tight spring and groove connection, and to the concrete by the side faces of the filler bodies having chin-shaped projections.
Som følge af trapezformen og den særlige form af afstivningsribberne fås en tværsnitskonfiguration, der bevirker, at fyldelegemerne bliver overordentlig modstandsdygtige over for sideværts deformering, som den 10 under udstøbning værende beton ellers ville kunne føre til. Mellemlaskeme og disses forbindelsesorganer til fyldelegemerne sikrer, foruden korrekt afstand mellem fyldelegemerne, tæthed af den af fyldelegemer og mellemlasker dannede støbeform, så der ikke trænger beton 15 igennem under udstøbningen. Endelig sikrer de hageformede fremspring en effektiv forbindelse mellem fyldelegemerne og betonen.Due to the trapezoidal shape and the special shape of the stiffening ribs, a cross-sectional configuration is obtained which causes the filler bodies to be extremely resistant to lateral deformation, which otherwise the casting concrete could otherwise lead to. The spacers and their connecting members to the filler bodies, in addition to proper spacing between the filler bodies, ensure tightness of the mold formed by filler bodies and intermediate fins so that concrete does not penetrate during molding. Finally, the chin-shaped projections ensure an effective connection between the filler bodies and the concrete.
Forbindelsen mellem de ekstruderede fyldelegemer tilvejebringes ved hjælp af de forseglingstætte gennem-20 gående, ekstruderede mellemlasker af plast udstyret med egnede tunger udformet til frembringelse af en fuldstændigt tilfredsstillende forbindelse mellem hvert ekstruderet fyIdelegeme og de følgende fyldelegemer.The connection between the extruded filler bodies is provided by means of the sealing-tight, extruded plastic extruded intermediates equipped with suitable tongs designed to provide a fully satisfactory connection between each extruded filler body and the following filler bodies.
I sin mest generelle udformning er et sådant i 25 tværsnit kvadratisk, rektangulært eller trapezformet fyIdelegemes bundflade plan.In its most general embodiment, such a cross-sectional one is a square, rectangular or trapezoidal shaped body surface.
Til bedre forståelse af opfindelsen henvises der til den skematiske tegning af udførelseseksempler ifølge opfindelsen, og hvor 30 fig. 1 viser en etageadskillelse konstrueret ifølge den foreliggende opfindelse, som helhed, hvor individuelle fyldelegemer 1 er vist med deres afstivningsribber 2, idet en sektion 3 er udformet til tilvejebringelse af et tomt rym mellem fyldelegemerne til dannelse 35 af en form til støbning af armerede betonribber, idet også bærende støttestolper 4 er afbildet, fig. 2 et tværsnit i fyldelegemet, hvor hageformede fremspring 5 på fyldelegemet er angivet til forankringFor a better understanding of the invention, reference is made to the schematic drawing of exemplary embodiments of the invention. 1 shows a floor separation constructed in accordance with the present invention as a whole, wherein individual filling bodies 1 are shown with their stiffening ribs 2, a section 3 being designed to provide an empty space between the filling bodies to form a mold for reinforced concrete ribs, Fig. 4 also shows supporting pillars 4; 2 is a cross-section of the filler body, with chin-shaped projections 5 on the filler body being provided for anchoring
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| IT25424/75A IT1039863B (en) | 1975-07-15 | 1975-07-15 | DRAWN ELEMNET IN THERMOPLASTIC RESINS FOR THE CONSTRUCTION OF MIXED REINFORCED CONCRETE FLOORS AND PROCEDURE FOR THE CONSTRUCTION OF THESE FLOORS |
| IT2542475 | 1975-07-15 |
Publications (3)
| Publication Number | Publication Date |
|---|---|
| DK317576A DK317576A (en) | 1977-01-16 |
| DK144428B true DK144428B (en) | 1982-03-08 |
| DK144428C DK144428C (en) | 1982-08-16 |
Family
ID=11216656
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| DK317576A DK144428C (en) | 1975-07-15 | 1976-07-14 | Separation of floors consisting of a concrete slab molded with filler elements with internal, continuous stiffening ribs and extruded plastic |
Country Status (17)
| Country | Link |
|---|---|
| JP (1) | JPS5319630A (en) |
| AT (1) | AT347089B (en) |
| BE (1) | BE844164A (en) |
| CH (1) | CH612715A5 (en) |
| DD (1) | DD125225A5 (en) |
| DE (1) | DE2631707A1 (en) |
| DK (1) | DK144428C (en) |
| ES (1) | ES450406A1 (en) |
| FR (1) | FR2318286A1 (en) |
| GB (1) | GB1545246A (en) |
| IE (1) | IE43145B1 (en) |
| IT (1) | IT1039863B (en) |
| NL (1) | NL7607875A (en) |
| NO (1) | NO145349C (en) |
| PT (1) | PT65368B (en) |
| RO (1) | RO80853B (en) |
| SE (1) | SE7608066L (en) |
Families Citing this family (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| IT1110759B (en) * | 1979-01-30 | 1986-01-06 | Noseda Mino | FORMWORK LOST FOR REALIZATION OF WALLS OR SLABS, FOR TRADITIONAL BUILDING OR PREFABRICATED IN THE CONSTRUCTION SITE OR IN THE FACTORY AND PROCEDURE FOR INSTALLATION |
| EP0065089B1 (en) * | 1981-05-18 | 1984-12-05 | Carl, Heinz, Ing.grad. | Displacement body |
| DE3142812A1 (en) * | 1981-05-18 | 1982-12-02 | Heinz Ing.(grad.) 8644 Pressig Carl | Concrete building components |
| JPS6059184A (en) * | 1983-09-12 | 1985-04-05 | Tajima Le-Fuingu Kk | Asphalt-based laminated roofing sheet |
| NO874020D0 (en) * | 1987-09-24 | 1987-09-24 | Selvaagebygg As | FLOOR CONSTRUCTION AND ELEMENT FOR SUCH, AND PROCEDURE FOR THIS MANUFACTURING. |
| AU4773900A (en) * | 1999-06-07 | 2000-12-28 | Wolfgang Adolf Binder | Formwork for building construction |
| FR2840932A1 (en) * | 2002-06-12 | 2003-12-19 | Solvay | Hollow pugging is composed of two plastics profiles with inner curvatures, clipped together, containing reinforcement bulkheads and fitted with lower fasteners and/or anchors |
| GB2394727A (en) * | 2002-11-01 | 2004-05-05 | Mohammad Yunas | Elements for forming a void in a foundation |
-
1975
- 1975-07-15 IT IT25424/75A patent/IT1039863B/en active
-
1976
- 1976-07-12 FR FR7621349A patent/FR2318286A1/en active Granted
- 1976-07-13 DD DD193829A patent/DD125225A5/xx unknown
- 1976-07-13 GB GB29171/76A patent/GB1545246A/en not_active Expired
- 1976-07-13 CH CH902576A patent/CH612715A5/en not_active IP Right Cessation
- 1976-07-14 SE SE7608066A patent/SE7608066L/en not_active Application Discontinuation
- 1976-07-14 DE DE19762631707 patent/DE2631707A1/en active Pending
- 1976-07-14 DK DK317576A patent/DK144428C/en active
- 1976-07-14 PT PT65368A patent/PT65368B/en unknown
- 1976-07-14 RO RO86987A patent/RO80853B/en unknown
- 1976-07-15 JP JP8356776A patent/JPS5319630A/en active Pending
- 1976-07-15 IE IE1571/76A patent/IE43145B1/en unknown
- 1976-07-15 NO NO762488A patent/NO145349C/en unknown
- 1976-07-15 BE BE168944A patent/BE844164A/en not_active IP Right Cessation
- 1976-07-15 ES ES450406A patent/ES450406A1/en not_active Expired
- 1976-07-15 AT AT521776A patent/AT347089B/en not_active IP Right Cessation
- 1976-07-15 NL NL7607875A patent/NL7607875A/en unknown
Also Published As
| Publication number | Publication date |
|---|---|
| RO80853B (en) | 1984-04-30 |
| RO80853A (en) | 1984-04-02 |
| DD125225A5 (en) | 1977-04-06 |
| NO762488L (en) | 1977-01-18 |
| GB1545246A (en) | 1979-05-02 |
| DE2631707A1 (en) | 1977-02-10 |
| CH612715A5 (en) | 1979-08-15 |
| DK317576A (en) | 1977-01-16 |
| DK144428C (en) | 1982-08-16 |
| AT347089B (en) | 1978-12-11 |
| PT65368A (en) | 1976-08-01 |
| ES450406A1 (en) | 1977-08-16 |
| IT1039863B (en) | 1979-12-10 |
| NL7607875A (en) | 1977-01-18 |
| ATA521776A (en) | 1978-04-15 |
| IE43145L (en) | 1977-01-15 |
| FR2318286A1 (en) | 1977-02-11 |
| JPS5319630A (en) | 1978-02-23 |
| IE43145B1 (en) | 1980-12-31 |
| NO145349B (en) | 1981-11-23 |
| SE7608066L (en) | 1977-01-16 |
| NO145349C (en) | 1982-03-03 |
| BE844164A (en) | 1977-01-17 |
| PT65368B (en) | 1978-01-10 |
| FR2318286B1 (en) | 1983-04-22 |
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