FI64969B - FOERFARANDE FOER FRAMSTAELLNING AV EN SAMMANSATT KONSTRUKTION - Google Patents
FOERFARANDE FOER FRAMSTAELLNING AV EN SAMMANSATT KONSTRUKTION Download PDFInfo
- 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
Links
- 229910000831 Steel Inorganic materials 0.000 description 9
- 239000010959 steel Substances 0.000 description 9
- 238000004519 manufacturing process Methods 0.000 description 7
- 239000000463 material Substances 0.000 description 5
- 238000000034 method Methods 0.000 description 5
- 239000002131 composite material Substances 0.000 description 4
- 238000003825 pressing Methods 0.000 description 3
- 210000002105 tongue Anatomy 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 238000010438 heat treatment Methods 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 238000005452 bending Methods 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 150000001875 compounds Chemical group 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000011120 plywood Substances 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000003860 storage Methods 0.000 description 1
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B23/00—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B23/00—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
- B28B23/0062—Arrangements 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
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
- E04C2/26—Building 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
- E04C2/28—Building 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).
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)
| 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)
| 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 |
-
1982
- 1982-03-16 FI FI820890A patent/FI64969C/en not_active IP Right Cessation
-
1983
- 1983-03-16 WO PCT/FI1983/000025 patent/WO1983003276A1/en not_active Ceased
- 1983-03-16 EP EP83900932A patent/EP0102994A1/en not_active Withdrawn
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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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| MM | Patent lapsed |
Owner name: REDECON OY |