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FI64969B - FOERFARANDE FOER FRAMSTAELLNING AV EN SAMMANSATT KONSTRUKTION - Google Patents

FOERFARANDE FOER FRAMSTAELLNING AV EN SAMMANSATT KONSTRUKTION Download PDF

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Publication number
FI64969B
FI64969B FI820890A FI820890A FI64969B FI 64969 B FI64969 B FI 64969B FI 820890 A FI820890 A FI 820890A FI 820890 A FI820890 A FI 820890A FI 64969 B FI64969 B FI 64969B
Authority
FI
Finland
Prior art keywords
concrete
slab
sammansatt
konstruktion
mold
Prior art date
Application number
FI820890A
Other languages
Finnish (fi)
Other versions
FI64969C (en
Inventor
Teuvo Koivu
Original Assignee
Redecon Oy
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 Redecon Oy filed Critical Redecon Oy
Priority to FI820890A priority Critical patent/FI64969C/en
Priority to EP83900932A priority patent/EP0102994A1/en
Priority to PCT/FI1983/000025 priority patent/WO1983003276A1/en
Application granted granted Critical
Publication of FI64969B publication Critical patent/FI64969B/en
Publication of FI64969C publication Critical patent/FI64969C/en

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Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B23/00Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B23/00Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
    • B28B23/0062Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects forcing the elements into the cast material, e.g. hooks into cast concrete
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/26Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups
    • E04C2/28Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups combinations of materials fully covered by groups E04C2/04 and E04C2/08

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Manufacturing & Machinery (AREA)
  • Chemical & Material Sciences (AREA)
  • Ceramic Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Panels For Use In Building Construction (AREA)

Description

6496964969

MENETELMÄ LIITTORAKENTEEN VALMISTAMISEKSIMETHOD OF CONSTRUCTION OF THE COMPOUND STRUCTURE

FÖRFARANDE FÖR FRAMSTÄLLNING AV EN SAMMANSATT KONSTRUKTIONFRAMEWORK FOR FRAMING PROCESSING IN A SAMMANSATT CONSTRUCTION

Tämän keksinnön kohteena on patenttivaatimuksen 1 mukaisen liittorakenteen valmistusmenetelmä rakennusten kantavia vaakasuoria rakenteita kuten ala-, väli- ja yläpohjia varten.The present invention relates to a method of manufacturing a composite structure according to claim 1 for load-bearing horizontal structures of buildings, such as lower, intermediate and upper floors.

Liittolaattojen käyttö on sinänsä tunnettua, koska eri materiaalien, tavallisimmin teräksen ja betonin, yhdistämisellä saavutetaan edullinen materiaalin ominaisuuksien käyttö.The use of composite slabs is known per se, because by combining different materials, most commonly steel and concrete, an advantageous use of material properties is achieved.

f,f,

Tunnettua on myös liittolaatan valmistaminen siten, että poimutettu teräslevy yhdistetään päällevalettuun betoniin vaarnoilla, jotka on koneellisesti leikattu levyyn joka toisen aallon pohjaan (esim. Homecon-liittolaatta).It is also known to manufacture a composite slab by connecting the corrugated steel plate to the cast-in-place concrete with dowels machined into the slab at the bottom of every other corrugation (e.g. a Homecon composite slab).

Edellä mainitulla tavalla valmistetun laatan materiaalin-käyttö ei ole optimoitu, vaan poimujen sisään jäävä betoni on lähes jännityksetön, lisäten täten tarpeettomasti rakenteen omaa painoa ja aiheuttaen tarpeetonta kustannusta. Rakenne sopiikin parhaiten työmaalla valettaviin laattoihin, koska sen valmistus on yksinkertaista poimulevyn toimiessa myös muottina.The use of the material of the slab prepared in the above-mentioned manner is not optimized, but the concrete inside the corrugations is almost stress-free, thus unnecessarily increasing the own weight of the structure and causing unnecessary cost. The structure is therefore best suited for site-cast tiles, as it is simple to manufacture, with the corrugated sheet also acting as a mold.

Tunnetaan myös seinälaatan valmistusmenetelmä, saksalainen hakemusjulkaisu n:o 2 415 647, jossa elementti on valmistettu siten, että betoni valetaan ensin muottiin ja siihen painetaan lähelle pintaa poimutettu teräslevy, joka on varustettu raudoitustangoilla. Nämä raudoitustangot on kiinnitetty teräslevyyn kiinnikkein käsityönä, ja siten valmistus on mutkikas ja kallis. Tällainen laatta ei kuitenkaan ole tarkoitettu kestämään välipohjissa esiintyviä kuormituksia, koska betonikerros on verrattain ohut.A method of manufacturing a wall tile is also known, German Application Publication No. 2,415,647, in which the element is manufactured by first pouring concrete into a mold and pressing a corrugated steel plate provided with reinforcing bars close to the surface. These reinforcing bars are attached to the steel plate with fasteners by hand, and thus the manufacture is complicated and expensive. However, such a slab is not intended to withstand the loads present in the midsoles because the concrete layer is relatively thin.

Nyt esitettävälle keksinnölle on tunnusomaista se, että tartuntaelimiksi poimutettuun teräslevyyn (1) stanssataan kielekkeitä (2), joiden pituus vastaa betonikerroksen (3) paksuutta, ja että teräslevy painetaan betoniin niin, että 2 64969 3e asettuu oikeaan korkeuteen muotin pohjaan nähden kielekkeiden kärkien varaan.The present invention is characterized in that tongues (2) with a length corresponding to the thickness of the concrete layer (3) are stamped on the steel plate (1) corrugated as gripping members, and that the steel plate is pressed into the concrete so that the 64969 3e is at the correct height relative to the mold base

Verrattuna tunnettuun tekniikkaan tämä menetelmä mahdollistaa pienemmän materiaalinkäytön ja sitä kautta alhaisemmat valmistus-, kuljetus- ja asennuskustannukset. Kun betonilaatan paksuus voidaan pitää pienenä, saavutetaan myös suurempi nopeus tehtaan muottikierrossa lyhentyvien lämmitysaikojen kautta. Etu on myös se, että sileäksi tarkoitettu lattiapinta valetaan muottia vasten, jolloin hiertämistä ei tarvita. Muotti voidaan myös varustaa tarvittavat reunamuodot synnyttävillä laidoilla. Tärkeä etu on se, että nurinpäin valmistuksessa voidaan tarvittava esikorotus saada aikaan yksinkertaisella tekniikalla, esim. sopivan suuruisin painoin.Compared to the prior art, this method enables lower material consumption and thus lower manufacturing, transport and installation costs. When the thickness of the concrete slab can be kept small, a higher speed is also achieved in the factory mold cycle through shortened heating times. Another advantage is that the smooth floor surface is cast against the mold, so that no grinding is required. The mold can also be provided with edges that create the necessary edge shapes. An important advantage is that the required pre-raising in the upside-down manufacture can be achieved by a simple technique, e.g. with suitably sized weights.

3euraavassa keksintöä kuvataan tarkemmin viittaamalla oheisiin kuviin, joista kuva 1 esittää poimutettua teräslevyä, johon on stanssattu kielekkeitä; kuva 2 esittää keksinnön mukaista laattaa sivulta; kuvasta näkyy kielekkeiden edullinen koko; kuva 3 esittää teräslevyn painamista betoniin; kuva 4 esittää keksinnön mukaisella menetelmällä valmistettua laattaa.In the following, the invention will be described in more detail with reference to the accompanying figures, in which Figure 1 shows a corrugated steel plate in which tongues are stamped; Figure 2 shows a side view of a slab according to the invention; the figure shows the preferred size of the tabs; Figure 3 shows the pressing of a steel plate into concrete; Figure 4 shows a slab made by the method according to the invention.

Laatta valmistetaan seuraavasti:The tile is made as follows:

Poimutettuun teräslevyyn 1 (kuva 1) on stanssattu kielekkeitä 2. Näiden koko ja lukumäärä riippuvat rakenteen käyttötarkoituksesta, kuormituksesta, jännemitasta, profiilityypistä jne., ja on määritettävä yleensä laskelmilla. Niiden pituus on edullisesti betonilaatan paksuuden suuruinen, koska näin poimulevy asettuu painettaessa oikealle korkeudelle betoni-laatan päälle.Tongues 2 are stamped on the corrugated steel plate 1 (Fig. 1). Their length is preferably equal to the thickness of the concrete slab, because in this way the corrugated slab is set at the correct height when pressed over the concrete slab.

li 3 64969li 3 64969

Tavanomaiseen vanerista tms. sopivasta materiaalista valmistettuun sileään muottiin valetaan betonimassa 3 (kuva 2), joka varustetaan tarvittaessa poikittaisraudoituksella tai verkolla. Tässä muotissa voi olla valmiina laidat, joilla synnytetään halutut reunamuodot 4, se voi olla kaareva esi-korotuksen aikaansaamiseksi, ja siihen voi kuulua laitteisto 5, jolla levy painetaan muotin pohjaan kiinni ja jolla poimu-levy taivutetaan esikorotuksen mukaiselle kaarelle (kuva 3). Muottiin voi myös kuulua laitteisto, jolla poimulevyn päihin valetaan laatan leikkauskapasiteettia vahvistavat betoni-palkit.A conventional mass 3 (Fig. 2) is poured into a conventional smooth mold made of plywood or similar suitable material, which is provided with a transverse reinforcement or net if necessary. This mold may have ready-made edges to create the desired edge shapes 4, may be curved to provide pre-raising, and may include apparatus 5 for pressing the plate to the bottom of the mold and bending the corrugated plate to the pre-raised arc (Figure 3). The mold may also include equipment for casting concrete beams to reinforce the shear capacity of the slab at the ends of the corrugated sheet.

Betonin sitoutumisen nopeuttamiseen voidaan käyttää mitä tahansa tunnettua menetelmää, edullisesti myös infrapuna-lämmitystä, koska lämmitettävä massa on varsin pieni.Any known method can be used to accelerate the setting of the concrete, preferably also infrared heating, since the mass to be heated is quite small.

‘ Betonin sitouduttua muotti puretaan tavanomaiseen tapaan, laatta käännetään oikeinpäin ja siirretään varastoon (kuva 4).‘Once the concrete has set, the mold is dismantled in the usual way, the slab is turned in the right direction and moved to storage (Fig. 4).

FI820890A 1982-03-16 1982-03-16 FOERFARANDE FOER FRAMSTAELLNING AV EN SAMMANSATT KONSTRUKTION FI64969C (en)

Priority Applications (3)

Application Number Priority Date Filing Date Title
FI820890A FI64969C (en) 1982-03-16 1982-03-16 FOERFARANDE FOER FRAMSTAELLNING AV EN SAMMANSATT KONSTRUKTION
EP83900932A EP0102994A1 (en) 1982-03-16 1983-03-16 Procedure for manufacturing a compound slab
PCT/FI1983/000025 WO1983003276A1 (en) 1982-03-16 1983-03-16 Procedure for manufacturing a compound slab

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FI820890 1982-03-16
FI820890A FI64969C (en) 1982-03-16 1982-03-16 FOERFARANDE FOER FRAMSTAELLNING AV EN SAMMANSATT KONSTRUKTION

Publications (2)

Publication Number Publication Date
FI64969B true FI64969B (en) 1983-10-31
FI64969C FI64969C (en) 1984-02-10

Family

ID=8515203

Family Applications (1)

Application Number Title Priority Date Filing Date
FI820890A FI64969C (en) 1982-03-16 1982-03-16 FOERFARANDE FOER FRAMSTAELLNING AV EN SAMMANSATT KONSTRUKTION

Country Status (3)

Country Link
EP (1) EP0102994A1 (en)
FI (1) FI64969C (en)
WO (1) WO1983003276A1 (en)

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4555888A (en) * 1982-12-06 1985-12-03 Joseph Goldenberg Preformed, reinforced structural panels and method of making same
US5581969A (en) * 1994-10-13 1996-12-10 Kelleher; Stephen L. Prefabricated building element
AU7572996A (en) * 1995-11-09 1997-05-29 Germix Oy Composite slab, a profile plate thereof and a method for producing a composite slab
US7770354B2 (en) 2002-08-29 2010-08-10 Bui Thuan H Lightweight modular cementitious panel/tile for use in construction
FR2927565B1 (en) 2008-02-18 2012-11-16 Kp1 METHOD FOR MANUFACTURING A TREILLIS BEAM
CN106049747B (en) * 2016-07-15 2019-03-19 中国矿业大学 A kind of honeycomb hole profiled sheet-concrete prefabricated board

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2413645A1 (en) * 1974-03-21 1975-09-25 Bernhard Dr Ing Unger Concrete and sheet metal combined slab - with battens protruding into concrete shaped to lock concrete and sheeting together
DE2415647A1 (en) * 1974-03-30 1975-10-16 Guenter Semisch Tall slab for high wall construction - of trapezoid steel sheet with corrugations fixed by reinforcing bars bedded in concrete
DE2600662A1 (en) * 1976-01-09 1977-07-21 Westeel Rosco Ltd Load bearing steel support concrete connection - with protruding interlocking peripheral fishplates angled alternately and embedded in concrete

Also Published As

Publication number Publication date
EP0102994A1 (en) 1984-03-21
FI64969C (en) 1984-02-10
WO1983003276A1 (en) 1983-09-29

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Owner name: REDECON OY