SE0802403A1 - 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 methodInfo
- Publication number
- SE0802403A1 SE0802403A1 SE0802403A SE0802403A SE0802403A1 SE 0802403 A1 SE0802403 A1 SE 0802403A1 SE 0802403 A SE0802403 A SE 0802403A SE 0802403 A SE0802403 A SE 0802403A SE 0802403 A1 SE0802403 A1 SE 0802403A1
- Authority
- SE
- Sweden
- Prior art keywords
- profile element
- insulation
- profile
- wall
- underlying
- Prior art date
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
2 De ovan angivna syftena med föreliggande uppfinning upp- nås genom att förfarandet och anordningen erhållit de i pa- tentkraven angivna kännetecknen. The above objects of the present invention are achieved by the method and the device having obtained the features specified in the claims.
Bygg-/profilelementet finns i ett standardutförande oavsett bj älklagstjocklek, varför tillverkning sker av profilvalsad galvaniserad plåt i önskade tj ooklekar.The building / profile element is available in a standard design regardless of floor thickness, which is why profile-rolled galvanized sheet metal is manufactured in the desired service sizes.
Detta är en stor fördel eftersom profilen då kan levereras till samtliga arbetsplatser eller produktionsenheter från ett stan- dardsortiment.This is a great advantage because the profile can then be delivered to all workplaces or production units from a standard range.
Profilelementet kapas enkelt med ett klipp om standard- längden är för lång. Om det (den) är för kort skarvas den en- kelt med ett skarvbeslag.The profile element is easily cut with a clip if the standard length is too long. If it (it) is too short, it is easily spliced with a splice fitting.
Spillbitar från kapning användes enkelt genom skarvbeslaget till nästa väggelement.Waste pieces from cutting were easily used through the joint fitting to the next wall element.
En stor fördel med ett standardutförande är att rullforrn- ningsmaskinen för tillverkning av profilelementet inte be- höver ställas om för olika dimensioner. Denna fördel gör att rullforrnningsmaskinen kan producera betydligt större mängder profiler per tidsenhet.A major advantage of a standard design is that the roll forming machine for manufacturing the profile element does not need to be adjusted for different dimensions. This advantage means that the roller forming machine can produce significantly larger amounts of profiles per unit time.
Profilelementet kan på grund av den totala flexibiliteten lagerhållas och därmed kan leveranser ske med korta leve- ranstider.Due to the total flexibility, the test element can be stored and deliveries can be made with short delivery times.
Uppfinningen skall i det följ ande närmare beskrivas i anslut- ning till bifogade ritningsblad, där; 3 Fig- l Visar en schematisk perspektivvy av ett profilelement l med U-formad förstärkningsfläns 2 och med hålbild. För att underlätta monteringen av profilelementet (l) mot ett undre element eller en utfackningsvägg anordnas en för- borrad hålbild (4) som standard i elementets nedre del.The invention will in the following be described in more detail in connection with the accompanying drawing sheets, where; Fig. 1 shows a schematic perspective view of a profile element 1 with a U-shaped reinforcement fl end 2 and with a hole pattern. 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.
Vid isolering av profilelementet (1) underlättas monteringen genom att isoleringen (3) spåras i sin övre kant, för att passa in i profilelementets (l) övre förstärkningsfläns (2). Spår- ningen i isoleringen utföres alltid på samma ställe, för att passa in i profilelementets (1) förstärkningsfläns (2).When insulating the profile element (1), assembly is facilitated by tracing the insulation (3) in its upper edge, to fit into the upper reinforcement end (2) of the profile element (1). The tracking in the insulation is always carried out in the same place, to fit in the reinforcement (2) of the test element (1).
Fig. 2 visar hur enkelt profilelementet isoleras genom lås- ning i en förstärkningsfläns vid övre delen genom spåming av isoleringen 3. En isolering kan vid behov limmas mot profilelementet l. Profilelementets l övre del 2 är bockadi U-forrn för att säkerställa rakhet i profilen och för att för- stärka profilen, vilket har betydelse för stabiliteten och ska- par nödvändig hållfasthet för det tryck som uppstår vid be- tonggjutning. Om isoleringen (3) är tunnare och därmed inte täcker en slitsning i en hammarbandsprofil kan en vinkelpro- fil (5) monteras på dess insida mot hammarbandet. Vinkel- profilen (5) motverkar också gjuttrycket från betongen. Om isolering (3) önskas med större tjocklek, breddas isoleringen enkelt inåt, utan att påverka standardspåmingen av isolering- en.Fig. 2 shows how easily the profile element is insulated by locking in a reinforcement end at the upper part by tracing the insulation 3. An insulation can be glued to the profile element 1 if necessary. The upper part 2 of the profile element 2 is bent U-shaped to ensure straightness 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 angular 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 tracing of the insulation.
I fig. 3 visas flexibla, justerbara snedstag (6) i anslutning till standardelementet (profilbalken) (1) för att stå emot gjut- trycket. Flexibla justerbara snedstag (6) är utformat så att det går att justera enkelt flera gånger utan komplicerade verktyg, vilket gör det möjligt att samma snedstag kan användas till olika bjälklagshöjder. Det flexibla justerbara snedstaget (6) medger även en efterjustering på arbetsplatsen för att säker- 4 ställa lodlinj en vid montage av en utfackningsvägg. Sned- stagets över del skall vara utformat så att det inte kolliderar med olika isoleringsbredder.I fi g. 3 shows fl visible, adjustable bevels (6) adjacent to the standard element (profile beam) (1) to withstand the casting pressure. Flexible adjustable slopes (6) are designed so that it is possible to adjust easily fl your times without complicated tools, which makes it possible for the same slant to be used for different floor heights. The visible adjustable tie rod (6) also allows a readjustment at the workplace to ensure verticality when mounting a unfolding wall. The upper part of the sloping stay must be designed so that it does not collide with different insulation widths.
I fig. 5 visas hur profilelementet (1) spåras vertikalt (7) från överkant till utfackningsväggens överkant. Där visas även hur en urstansning (8) görs i profilelementets (1) förstärknings- fläns (2) horrisontella del, vilket möjliggör att H-stagets (9) halva kropp (10) kan skjutas ned innanför profilelementets (1) liv (figur 5) och dess hela kropp (11) skjuts ned längs ut- sidan av utfackningsväggen. Därmed åstadkommes stagning av profilelementet (1) för att stå emot gjuttrycket från betong- en.I fi g. 5 shows how the profile element (1) is traced vertically (7) from the upper edge to the upper edge of the unfolding wall. It also shows how a punch (8) is made in the horizontal part of the reinforcing element (1) of the profile element (1), which enables the half body (10) of the H-strut (9) to be pushed down inside the life of the profile element (1) ) and its entire body (11) is pushed down along the outside of the unfolding wall. This provides bracing of the profile element (1) to withstand the casting pressure from the concrete.
H-staget (9) utformas så att dess övre del anpassas till mark- nadens räckesstolpar, som enkelt kan monteras på inuti H- staget (12).The H-strut (9) is designed so that its upper part is adapted to the railing posts of the market, which can be easily mounted on the inside of the H-strut (12).
Isoleringens (3) höjd bestämmer positioneringen av profil- elementets (1) höjdläge. Isoleringen fästes ev. på profilele- mentet.The height of the insulation (3) determines the positioning of the height position of the pro fi l element (1). The insulation may be attached. on the pro fi element.
Profilelementet (1) fästes på utfackningsväggens utsida via fästdon genom förborrade hål (4).The profile element (1) is attached to the outside of the unfolding wall via fasteners through pre-drilled holes (4).
Stag S:s (6) överdel monteras på profilelementets (1) överdel och dess nedre del mot utfackningsväggens övre del (fig. 3).The upper part of the strut S (6) is mounted on the upper part of the profile element (1) and its lower part against the upper part of the unfolding wall (fig. 3).
Injustering görs av stag S (6) för att säkerställa rakheten på profilelementet (1) i förhållande till utfackningsväggens ut- sida. 5 H-staget (9) monteras på profilelementets (l) utsida genom att skjuta ned staget i förgjorda urtag (7,8), varpå räckesstol- par kan monteras i H-staget (9).Adjustment is made of strut S (6) to ensure the straightness of the profile element (1) in relation to the outside of the unfolding wall. The H-bracket (9) is mounted on the outside of the profile element (l) by sliding the brace into prefabricated recesses (7,8), whereupon railing posts can be mounted in the H-bracket (9).
I fig. 6 slutligen visas hur en fasadskiva har monterats i an- slutning till profilelementet via distansdon. Det rör” sig här om en luftad fasadskivemontering, dvs det finns en luftspalt mellan fasadskivan och innanför liggande väggelement.Fig. 6 finally shows how a facade panel has been mounted in connection with the profile element via spacers. 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 utfö- ringsexemplen utan modifikationer kan göras inom ramen för de följande angivna patentkraven.The invention is not limited to the embodiments described above, but modifications may be made within the scope of the following claims.
Patentkrav 1. Förfarande för iordningsställande av en nivellerbar bjälk- lagsform för gjutning, kännetecknat av att ett profilelement (1) med en u-formad övre del (2), som är vänd inåt, monteras överlappande ett underliggande element eller en vägg och fixeras där för bildande av en färdig bjälklagsforrn med en given gjuthöjd. i 2. Förfarande enligt krav l, känneteckati av att profilele- mentets (l) nedre del förses med en hålbild (4) på olika ni- våer för att möjliggöra ett montage utanpå elementet eller väggen på önskad gjuthöjd. 3. Förfarande enligt krav leller 2, 'känneteckat av att profi- ler (l3,l4) utgör underliggande element och monteras på en underliggande utfaokningsväggs ände i valfritt sidoläge.A method for preparing a levelable floor mold for casting, characterized in that a profile element (1) with a U-shaped upper part (2), which faces inwards, is mounted overlapping an underlying element or a wall and fixed there to form a finished floor mold with a given casting height. Method according to claim 1, characterized in that the lower part of the profile element (1) is provided with a hole pattern (4) at different levels to enable a mounting on the outside of the element or wall at the desired casting height. Method according to Claim 1 or 2, characterized in that profiles (13, 14) form underlying elements and are mounted on the end of an underlying extension wall in any lateral position.
(Figgi)(Figgi)
Claims (12)
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 true SE0802403A1 (en) | 2010-05-15 |
SE533245C2 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) |
Families Citing this family (2)
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 |
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 |
Family Cites Families (12)
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. |
SE0100414L (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 |
-
2008
- 2008-11-14 SE SE0802403A patent/SE533245C2/en unknown
-
2009
- 2009-11-13 EP EP09826362.7A patent/EP2356296A4/en not_active Withdrawn
- 2009-11-13 WO PCT/SE2009/000493 patent/WO2010056178A1/en active Application Filing
Also Published As
Publication number | Publication date |
---|---|
EP2356296A1 (en) | 2011-08-17 |
SE533245C2 (en) | 2010-07-27 |
WO2010056178A1 (en) | 2010-05-20 |
EP2356296A4 (en) | 2015-08-19 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US9441384B2 (en) | Removable barrier for location on an upper portion of a wall | |
KR100731315B1 (en) | Gang form climbing guide and system using the same | |
CN111719855A (en) | Connecting strip for floor slab formwork | |
JP4519015B2 (en) | Perforated plate fence and its construction method | |
SE0802403A1 (en) | Procedure for preparing a floor form for casting and levelable floor form for carrying out the method | |
EP3377713B1 (en) | A roof, wall or façade structure | |
KR101094745B1 (en) | Position set-up device of insert plate for pipe supporting tool installation | |
CN204715653U (en) | A kind of base of formula railing post on chip of encorbelmenting | |
CN105822061A (en) | Formwork mounting and support reinforcing system for collector well, elevator shaft and the like | |
EP2706167B1 (en) | Wall bracket | |
CN112854785A (en) | Elevator shaft opening safety device | |
KR20180131058A (en) | Spacing masonry type Brick wall and construction method thereof | |
JP6517908B1 (en) | Drainage structure and handrail structure of balcony | |
RU141324U1 (en) | SCAFFOLD BRACKET (OPTIONS) | |
CN212240805U (en) | Expansion bolt long arm fixer | |
KR101307026B1 (en) | The walk plate braket of gang form sleeper | |
CN216304731U (en) | Well lid that brick precision is high | |
KR20120133871A (en) | Support for a upper reinforcing bar of footings | |
CN216587836U (en) | Integrated protection auxiliary device for elevator shaft mouth | |
JP7040755B2 (en) | Outer wall structure | |
CN220133553U (en) | Assembled building supporting seat with protection function | |
CN220686699U (en) | External detection type operation platform | |
CN208870425U (en) | A kind of novel floor window protective device | |
AU2013101739A4 (en) | Barrier System | |
CN207988536U (en) | A kind of simple guardrail facing edge position for architectural engineering abnormity |