SE533245C2 - Procedure for preparing a floor form for casting and levelable floor form for carrying out the method - Google Patents

Procedure for preparing a floor form for casting and levelable floor form for carrying out the method

Info

Publication number
SE533245C2
SE533245C2 SE0802403A SE0802403A SE533245C2 SE 533245 C2 SE533245 C2 SE 533245C2 SE 0802403 A SE0802403 A SE 0802403A SE 0802403 A SE0802403 A SE 0802403A SE 533245 C2 SE533245 C2 SE 533245C2
Authority
SE
Sweden
Prior art keywords
wall
profile
underlying
insulation
profile element
Prior art date
Application number
SE0802403A
Other languages
Swedish (sv)
Other versions
SE0802403A1 (en
Inventor
Jan Toernros
Original Assignee
Stefan Sjoestroem
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
Family has litigation
First worldwide family litigation filed litigation Critical https://patents.darts-ip.com/?family=42170147&utm_source=google_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=SE533245(C2) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.
Application filed by Stefan Sjoestroem filed Critical Stefan Sjoestroem
Priority to SE0802403A priority Critical patent/SE533245C2/en
Priority to EP09826362.7A priority patent/EP2356296A4/en
Priority to PCT/SE2009/000493 priority patent/WO2010056178A1/en
Publication of SE0802403A1 publication Critical patent/SE0802403A1/en
Publication of SE533245C2 publication Critical patent/SE533245C2/en

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
    • 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
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
    • E04G11/365—Stop-end shutterings
    • 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
    • E04B2005/322—Floor structures wholly cast in situ with or without form units or reinforcements with permanent forms for the floor edges
    • 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
    • E04B2005/324—Floor structures wholly cast in situ with or without form units or reinforcements with peripheral anchors or supports

Description

Denna fördel gör att rullforrnningsmaskinen kan producera betydligt större mängder profiler per tidsenhet. This advantage means that the roller forming machine can produce significantly larger amounts of pro per unit time.

Profilelementet kan på grund av den totala flexibiliteten lagerhâllas och därmed kan leveranser ske med korta leveranstider.Due to the total flexibility, the test element can be stocked and thus deliveries can be made with short delivery times.

Uppfinningen skall i det följande närmare beskrivas i anslutning till bifogade ritningsblad, där; Fig. 1 visar en schematisk perspektivvy av ett profilelement med U-formad förstärkningsfläns, Fig. 2 visar profilelementet låst i isolering med en fórstärkningsfläns, Fig. 3 visas flexibla, justerbara snedstag i anslutning till profilbalken, Fig. 4 visar profiler utgörande underliggande element, Fig. 5 a visar en variant av profilelementet enligt fig. 1, likaså i perspektivvy och med urtag för upptagning av hållarstycken Fig. Sb visar en vy ovanifrån av hållarstycket Fig. 5c visar en sidovy av hållarstycket Fig. 5 d visar en sidovy av hållarstycke på plats i profilelementet, och där visar hur profilelementet spåras vertikalt från överkant till utfackningsväggens överkant, och där Fig. 6 visar hur en fasadskiva har monterats i anslutning till profilelementet via distansdon.The invention will be described in more detail below in connection with the accompanying drawing sheets, in which; Fig. 1 shows a schematic perspective view of a pro-element with a U-shaped reinforcement ns, Fig. 2 shows the pro-element locked in insulation with a pre-reinforcement,, Fig. 3 shows ib visible, adjustable slopes adjacent to the pro-beam, Fig. 4 shows pro-elements constituting underlying Fig. 5 a shows a variant of the test element according to fi g. 1, also in perspective view and with recesses for receiving holder pieces Fig. Sb shows a top view of the holder piece Fig. 5c shows a side view of the holder piece Fig. 5 d shows a side view of holder piece in place in the profile element, and there shows how the profile element is traced vertically from the upper edge to the upper edge of the unfolding wall, and where Fig. 6 shows how a façade panel has been mounted in connection with the profile element via spacers.

F ig. 1 visar en schematisk perspektivvy av ett profilelement (1) med U- formad övre del (2) och med hålbild. För att underlätta monteringen av profilelementet (1) mot ett undre element eller en utfackningsvägg anordnas en fórborrad hålbild (4) som standard i elementets nedre del. Vid isolering av profilelementet (1) underlättas monteringen genom att isoleringen (3) spåras i sin övre kant, för att passa in i profilelementets (1) övre del (2). Spårnírigen i isoleringen utföres alltid på samma ställe, fór att passa in i profilelementets (1) övre del (2). 533 245 Fig. 2 visar hur enkelt profilelementet (l) isoleras genom låsning i en förstärkníngsfläns vid övre delen genom spårriing av isoleringen (3). En isolering kan vid behov limmas mot profilelementet (1). Profilelementets (1) övre del (2) är bockad i U-form för att säkerställa rakhet i profilen och för att förstärka profilen, vilket har betydelse för stabiliteten och skapar nödvändig hållfasthet för det tryck som uppstår vid betonggjutning. Om isoleringen (3) är tunnare och därmed inte täcker en slitsning i en hammarbandsprofil kan en vinkelproñl (5) monteras på dess insida mot hammarbandet. Vinkelprofilen (5) motverkar också gjuttrycket från betongen. Om isolering (3) önskas med större tjocklek, breddas isoleringen enkelt inåt, utan att påverka standardspårningen av isoleringen.F ig. 1 shows a schematic perspective view of a profile element (1) with a U-shaped upper part (2) and with a hole pattern. In order to facilitate the mounting of the profile element (1) against a lower element or a unfolding wall, a pre-drilled hole pattern (4) is arranged as standard in the lower part of the element. When insulating the profile element (1), the assembly is facilitated by tracing the insulation (3) in its upper edge, to fit into the upper part (2) of the profile element (1). The grooves in the insulation are always made in the same place, to fit into the upper part (2) of the profile element (1). Fig. 2 shows how easily the profile element (1) is insulated by locking in a reinforcing flange at the upper part by grouting the insulation (3). If necessary, an insulation can be glued to the profile element (1). The upper part (2) of the profile element (1) is bent in a U-shape to ensure straightness in the profile and to strengthen the profile, which is important for stability and creates the necessary strength for the pressure that arises during concrete casting. If the insulation (3) is thinner and thus does not cover a slit in a hammer band profile, an angular profile (5) can be mounted on its inside against the hammer band. The angle profile (5) also counteracts the casting pressure from the concrete. If insulation (3) is desired with a greater thickness, the insulation is easily widened inwards, without affecting the standard tracking of the insulation.

I ñg. 3 visas justerbara stag (6) i anslutning till standardelementet (profil- balken) (1) för att stå emot gjuttiycket. Ett justerbart stag (6) är utformat så att det går att justera enkelt flera gånger utan komplicerade verktyg, vilket gör det möjligt att samma stag kan användas till olika bjälklagshöj der. Det justerbara staget (6) medger även en efterjustering på arbetsplatsen för att säkerställa lodlinj en vid montage av en utfackningsvägg. Det justerbara stagets över del skall vara utformat så att det inte kolliderar med olika isoleringsbredder.I ñg. 3 shows adjustable struts (6) adjacent to the standard element (profile beam) (1) to withstand the casting. An adjustable brace (6) is designed so that it is easy to adjust gånger your times without complicated tools, which makes it possible for the same brace to be used for different floor heights. The adjustable strut (6) also allows a readjustment at the workplace to ensure verticality when mounting a unfolding wall. The upper part of the adjustable strut must be designed so that it does not collide with different insulation widths.

I fig. 4 visas stagprofiler (7a, 7b) utgör underliggande element och monterade på en underliggande utfackningsväggs ände i valfritt sidoläge.I fi g. 4 shows bracket profiles (7a, 7b) forming underlying elements and mounted on the end of an underlying unfolding wall in any lateral position.

I fig. 5a visas profilelementet (1) med vertikala slitsar (9) sträckande sig från elementets (l) överkant och ned mot utfaclciiingsväggens överkant. Där visas även en urstansning (8) i profilelementets (1) profiltörstärkta övre del (2), vilket möjliggör att det i fig. Sb och fig. Sc visade H-staget (10) med vidhängande vinkelfläns (ll) kan skjutas ned längs utsidan av utfackiiingsväggen. - figur Sd. Därmed åstadkommes en stagning av profilelementet (1) för att stå emot gjuttrycket från betongen.I fi g. 5a shows the profile element (1) with vertical slots (9) extending from the upper edge of the element (1) and down towards the upper edge of the deflection wall. There is also shown a punch (8) in the profile-reinforced upper part (2) of the profile element (1), which enables it in Figs. Sb and fi g. Sc shown the H-bracket (10) with the attached angle fl even (ll) can be pushed down along the outside of the compartment wall. - figure Sd. This provides a bracing of the profile element (1) to withstand the casting pressure from the concrete.

H-staget (10) utformas så att dess övre del anpassas till marknadens råckesstolpar, som enkelt kan monteras på inuti H-staget (10).The H-strut (10) is designed so that its upper part is adapted to the market's rack posts, which can be easily mounted on the inside of the H-strut (10).

Isoleiingens (3) höjd bestämmer positioneringen av profilelementets (l) höj dläge. isoleringen fästes ev. på profilelementet.The height of the insulation (3) determines the positioning of the height of the profile element (1). the insulation may be attached. on the profile element.

Profilelementet (1) fästes på utfackriingsväggens utsida via fåstdon genom törborrade hål (4).The profile element (1) is attached to the outside of the compartment wall via fasteners through dry-drilled holes (4).

Stagets (6) överdel monteras på profilelementets (1) överdel och dess nedre del mot utfackningsväggens övre del (fig. 3). 533 245 Injustering görs av staget (6) för att säkerställa rakheten på profilelementet (1) i iörhållande till utfaclcriingsväggens utsida.The upper part of the strut (6) is mounted on the upper part of the profile element (1) and its lower part against the upper part of the unfolding wall (fi g. 3). 533 245 Adjustment is made of the strut (6) to ensure the straightness of the profile element (1) in relation to the outside of the deflection wall.

H-staget (10) monteras på profilelementets (1) utsida genom att skjuta ned staget i íörgi ord urstansning (8) och slits 9, varpå räckesstolpar kan monteras i H-staget (10).The H-bracket (10) is mounted on the outside of the profile element (1) by sliding the brace down into a punch (8) and slot 9, after which railing posts can be mounted in the H-bracket (10).

I ñg. 6 slutligen visas hur en fasadskiva (12) har monterats i anslutning till profilelementet (1) via en luftad distansprofil (13). Det rör sig här om en luftad fasadskivemontering, dvs det finns en luftspalt mellan fasadskivan och innanför liggande väggelement.I ñg. 6 finally shows how a facade panel (12) has been mounted in connection with the profile element (1) via an aerated spacer profile (13). This is an aerated facade panel mounting, ie there is an air gap between the facade panel and inside wall elements.

Uppfinningen är inte begränsad till de ovan beskrivna utiöringsexemplen utan modifikationer kan göras inom ramen för de följande angivna patentkraven.The invention is not limited to the above-described exemplary embodiments, but modifications may be made within the scope of the following claims.

Claims (7)

PatentkravPatent claims 1. l. Förfarande for att skapa en vertikalt nivellerbar ändavslutning vid en bjälklagsgjutform, kännetecknat av att ett profilelement (1) med en U- formad övre del (2), som är vänd horisontellt inåt och med en vertikal livdel monteras överlappande ett underliggande element eller en vägg, varvid livdelen fixeras genom upptagna hål vid nånmda element eller vägg for bildande av nämnda ändavslutning med en given gjuthöj d.Method for creating a vertically levelable end end in a floor mold, characterized in that a profile element (1) with a U-shaped upper part (2), which faces horizontally inwards and with a vertical web part is mounted overlapping an underlying element or a wall, the body part being fixed through occupied holes at said elements or wall for forming said end termination with a given casting height d. 2. Förfarande enligt krav 1, kännetecknat av att teleskopiskt justerbara stag (6) monteras på proñlelementet (1), varvid stagets övre del monteras vid profilelementets övre del (2) och stagets nedre del monteras på en underliggande väggs övre kortända.Method according to claim 1, characterized in that telescopically adjustable struts (6) are mounted on the prong element (1), wherein the upper part of the strut is mounted at the upper part (2) of the prole element and the lower part of the strut is mounted on the upper short end of an underlying wall. 3. Förfarande enligt krav 1 eller 2, kännetecknat av att vinkelprofiler (7a, 7b) utgör underliggande element och monteras på en underliggande väggs ände.Method according to Claim 1 or 2, characterized in that angular profiles (7a, 7b) form the underlying elements and are mounted on the end of an underlying wall. 4. Förfarande enligt krav 3, kännetecknat av att vinkelprofilemas (7a, 7b) vertikala delar bildar en teleskopfunktion tillsammans med profilelementet (1).Method according to Claim 3, characterized in that the vertical parts of the angular profiles (7a, 7b) form a telescopic function together with the profile element (1). 5. Förfarande enligt krav l, kännetecknat av att en upptill spårad isolering (3) monteras på profilelementet (l) med spårningen belägen på samma position vid isoleringens övre kant.Method according to Claim 1, characterized in that an upper grooved insulation (3) is mounted on the profile element (1) with the groove located at the same position at the upper edge of the insulation. 6. Förfarande enligt något av kraven 3 till 5, kännetecknat av att vinkelprofilens (7b) nedre horisontella fläns monteras på en underliggande väggs Övre ände, varvid vinkelprofilens (7a) vertikala fläns skapar ett stöd för isoleringen (3) och tar upp gjuttrycket.Method according to one of Claims 3 to 5, characterized in that the lower horizontal end of the angular profile (7b) is mounted on the upper end of an underlying wall, the vertical end of the angular profile (7a) creating a support for the insulation (3) and absorbing the casting pressure. 7. Vertikalt nivellerbar ändavslutning vid en bjälklagsgjutform, och for utförande av förfarandet enligt krav 1, kännetecknat av ett profilelement (1) med en U-formad inåtvänd övre del (2), samt med en vertikal livdel som överlappande täcker ett underliggande element eller vägg vid en given giuthöj d.Vertically levelable end end in a floor mold, and for carrying out the method according to claim 1, characterized by a profile element (1) with a U-shaped inwardly facing upper part (2), and with a vertical waist part overlapping an underlying element or wall at a given giuthöj d.
SE0802403A 2008-11-14 2008-11-14 Procedure for preparing a floor form for casting and levelable floor form for carrying out the method SE533245C2 (en)

Priority Applications (3)

Application Number Priority Date Filing Date Title
SE0802403A SE533245C2 (en) 2008-11-14 2008-11-14 Procedure for preparing a floor form for casting and levelable floor form for carrying out the method
EP09826362.7A EP2356296A4 (en) 2008-11-14 2009-11-13 A method of obtaining an outer ending at a floor deck form for concreting and a profile element to perform said method
PCT/SE2009/000493 WO2010056178A1 (en) 2008-11-14 2009-11-13 A method of obtaining an outer ending at a floor deck form for concreting and a profile element to perform said method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
SE0802403A SE533245C2 (en) 2008-11-14 2008-11-14 Procedure for preparing a floor form for casting and levelable floor form for carrying out the method

Publications (2)

Publication Number Publication Date
SE0802403A1 SE0802403A1 (en) 2010-05-15
SE533245C2 true SE533245C2 (en) 2010-07-27

Family

ID=42170147

Family Applications (1)

Application Number Title Priority Date Filing Date
SE0802403A SE533245C2 (en) 2008-11-14 2008-11-14 Procedure for preparing a floor form for casting and levelable floor form for carrying out the method

Country Status (3)

Country Link
EP (1) EP2356296A4 (en)
SE (1) SE533245C2 (en)
WO (1) WO2010056178A1 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
SE2050669A1 (en) * 2020-06-09 2021-12-10 Svetsprodukter I Oerebro Ab Floor molding device

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104763143B (en) * 2015-04-08 2017-04-12 中国建筑土木建设有限公司 Pitched roof template system

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Publication number Priority date Publication date Assignee Title
AU3981068A (en) * 1969-06-27 1971-01-07 Improvements in and relating to nosings
US4202145A (en) * 1978-11-20 1980-05-13 Leav-Er-Rite Mfg. Co. Incorporated Cast-in-place concrete slab pouring form
DE3129195C2 (en) * 1981-07-24 1985-10-03 Kaiser Baumaschinen + Werkzeuge Vertriebs-GmbH + Co KG, 4400 Münster Holding device for shuttering boards for ceiling concreting or the like.
FR2646681A1 (en) * 1989-05-03 1990-11-09 Claude Jean Louis Formwork device for the slab or floor nosing of a structure
FR2799780B1 (en) * 1999-10-15 2002-02-01 Albert Toffolo LOST FORMWORK ELEMENTS FOR CONCRETE CASTING
DE29919446U1 (en) * 1999-11-05 2000-01-05 Baumann Verwertungs Gmbh Holding device for slab edge formwork
DE29920521U1 (en) * 1999-11-23 2000-01-13 Kuder Karlheinz Auxiliary device for holding edge insulation
NL1016656C2 (en) * 2000-11-20 2002-05-27 Anker Holding B V Shuttering system for concrete floor, has shuttering profiles fixed to base plate in profile cross direction
DE10102660A1 (en) * 2001-01-17 2002-07-18 Ulrich Baumann Concrete ceiling shuttering principle involves flexible wire type tensioner holding vertical leg onto horizontal leg assisted by rear-set anchor to counteract concrete force.
SE516680C2 (en) * 2001-02-08 2002-02-12 Willy Johansson Valvavstängare
GB0409216D0 (en) * 2004-04-24 2004-05-26 Metaform Ltd Multi purpose screed rail, formwork and joint protection mechanism
FR2893058B1 (en) * 2005-11-09 2008-02-15 Service Entretien Batiment DEVICE FOR FACILITATING QUICK FORMWORK AND MOUNTING WALLS, SLABS, FLOORS AND THE LIKE

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
SE2050669A1 (en) * 2020-06-09 2021-12-10 Svetsprodukter I Oerebro Ab Floor molding device
SE544495C2 (en) * 2020-06-09 2022-06-21 Svetsprodukter I Oerebro Ab Floor molding device which on its mold side comprises holding devices for protective railing posts

Also Published As

Publication number Publication date
EP2356296A1 (en) 2011-08-17
WO2010056178A1 (en) 2010-05-20
SE0802403A1 (en) 2010-05-15
EP2356296A4 (en) 2015-08-19

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