SE516680C2 - Valvavstängare - Google Patents
ValvavstängareInfo
- Publication number
- SE516680C2 SE516680C2 SE0100414A SE0100414A SE516680C2 SE 516680 C2 SE516680 C2 SE 516680C2 SE 0100414 A SE0100414 A SE 0100414A SE 0100414 A SE0100414 A SE 0100414A SE 516680 C2 SE516680 C2 SE 516680C2
- Authority
- SE
- Sweden
- Prior art keywords
- arch
- leg
- legs
- arch retainer
- retainer according
- 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
- E04B5/32—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
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/32—Safety or protective measures for persons during the construction of buildings
- E04G21/3204—Safety or protective measures for persons during the construction of buildings against falling down
- E04G21/3219—Means supported by the building wall, e.g. security consoles
-
- 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
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/32—Safety or protective measures for persons during the construction of buildings
- E04G21/3204—Safety or protective measures for persons during the construction of buildings against falling down
- E04G21/3223—Means supported by building floors or flat roofs, e.g. safety railings
-
- 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
Abstract
Description
:nano »nn-o 10 15 20 25 30 35 tvärsnitt genom ett under användning av valvavstängarení fig 1 gjutet valv. : nano »nn-o 10 15 20 25 30 35 cross-section through a vault cast using a vault shut-off valve 1.
På ritningen betecknar 1 generellt en valvavstängare. Denna innefattar generellt som ett liggande U utformad plåtprofil, vars ena skänkel 2 har en bredd, som är bestämd av tjockleken hos ett väggelement 3. Valvavstängarens 1 längd är bestämd av väggele- mentets 3 bredd. Skänkeln 2 är alltså ämnad att täcka väggelementets 3 övre yta 3a och har en fläns 2a inrättad att täcka ett övre parti av det undre väggelementets 3 insida.In the drawing, 1 generally denotes an arch shut-off. This generally comprises a plate profile formed as a horizontal U, one leg 2 of which has a width which is determined by the thickness of a wall element 3. The length of the arch stop 1 is determined by the width of the wall element 3. The leg 2 is thus intended to cover the upper surface 3a of the wall element 3 and has an end 2a arranged to cover an upper portion of the inside of the lower wall element 3.
Väggelementet har reglar 4 av trä eller plåt och en vid reglama fixerad ytterskiva 5 av gips, plywood, masonit, asfaboard eller liknande och mellan reglama finns isolering 6.The wall element has studs 4 of wood or sheet metal and an outer board 5 of plaster, plywood, masonite, asphabo board or similar which is axed by the studs and between the studs there is insulation 6.
Ett i väsentligen rät vinkel med skänkeln 2 orienterat plåtparti 7 förbinder skänkeln 2 med U-proñlens andra skänkel 8, som utefter sin distala kant har en med partiet 2 väsentligen parallell fläns 8a. Mellanpartiet 7 har nedtill en fläns 7a, som täcker ett stycke av ytterskivans 5 övre del. Flänsen 7a kan naturligtvis också ses som en till skänkeln 2 hörande fläns.A plate portion 7 oriented at a substantially right angle to the leg 2 connects the leg 2 to the second leg 8 of the U-profile, which along its distal edge has a substantially parallel axis 8a with the portion 2. The intermediate portion 7 has at the bottom an end 7a, which covers a piece of the upper part of the outer disc 5. The flange 7a can of course also be seen as an hör belonging to the leg 2.
Med 9 betecknas stående armeringsjäm, vilket företrädesvis genom svetsning fixerats vid skänkeln 2 och vid flänsen 8a. För att åstadkomma god infästning mellan skänkeln 2 och armeringsjämen 9 är dessa utbildade med ett vinklat parti 9a. Liggande armerings- järn lOa, lOb är anordnade på inbördes avstånd och nära skänklama 2 och 8.By 9 is meant standing reinforcement iron, which is preferably genomxerated by welding at the leg 2 and at the 8 end 8a. In order to achieve a good attachment between the leg 2 and the reinforcing iron 9, these are formed with an angled portion 9a. Horizontal rebar 10a, 10b are arranged at a mutual distance and close to the legs 2 and 8.
För montering av ett skyddsräcke l 1, så som skall förklaras närmare i anslutning till fig 3, finns på lämpligt inbördes avstånd, parvis på plåtpartiet 7 anordnade fästorgan 12.For mounting a guardrail l 1, as will be explained in more detail in connection with fi g 3, fastening means 12 arranged in pairs at a suitable mutual distance, are arranged in pairs on the plate portion 7.
Vid det i fig 2 visade utförandet av en uppfinningsenlig valvavstängare är armerings- jämen 9 utbytta mot plåttrianglar 13 medan armeringsjämen lOa, 10b finns kvar. Plåt- trianglama 13 är placerade på inbördes avstånd och fixerade vid skänkeln 2 vid plåt- partiet 7 och vid anneringsjämen 10a, lOb. Ändamålet med dessa plåttrianglar 13 är detsamma som för armeringsjämen 9, nämligen att ge valvavstängaren erforderlig styvhet och stabilitet och viss infästriing i ett betongvalv, ßr vilket valvavstängaren utgör en yttre begränsning.In the embodiment shown in Fig. 2 of an inventive arcuate switch, the reinforcement iron 9 is replaced with sheet metal triangles 13 while the reinforcement iron 10a, 10b is left. The plate triangles 13 are placed at a mutual distance and eradexerted at the leg 2 at the plate portion 7 and at the annealing iron 10a, 10b. The purpose of these sheet metal triangles 13 is the same as for the reinforcement iron 9, namely to give the arch retainer the required rigidity and stability and some attachment to a concrete arch, ßr which the arch retainer constitutes an external limitation.
Med hänvisning till fig 3 skall nu den uppfinningsenliga valvavstängarens användning och funktion förklaras närmare. Figuren visar som nämnts den uppfinningsenliga valvavstängarens 1 funktion i samband med gjutning av ett betongbjälklag 14 på ett plattbärlag 15. Det skall inses att det vid den uppfinningsenliga valvavstängaren 1 :anna npuin 10 15 ingalunda är avgörande fór slutresultatet om plattbärlagets 15 plattor skjuter in olika långt över väggelementet 3; skulle det finnas skillnader, överbryggas dessa av betong- massan i betongbjälklaget 14.With reference to fi g 3, the use and function of the inventive vault switch according to the invention will now be explained in more detail. The figure shows, as mentioned, the function of the inventive arch retainer 1 in connection with the casting of a concrete floor layer 14 on a slab base layer 15. It should be understood that with the inventive arch retainer 1: the npuin 10 15 is by no means decisive for the end result over the wall element 3; should there be differences, these are bridged by the concrete mass in the concrete floor 14.
Valvavstängaren 1 är genom armeringsjämen l0a, 10b alt plåttrianglama 13 fast för- ankrad i betongbjälklaget 14 och hindrar genom sin konstruktion vatten från fort- farande obrunnen betongmassa att rinna ned i väggelementet 3. Flänsen 7a hindrar likaså nederbörd att ta sig in i väggelementet 3. Det är avgörande för byggnadens kvalitet, att på detta sätt hindra vatten från att komma in i väggelementet 3 och där ge upphov till mögel och därmed sammanhängande hälsorisker.The arch retainer 1 is firmly anchored in the concrete floor 14 through the reinforcement iron 10a, 10b or the sheet metal triangles 13 and by its construction prevents water from still unburned concrete mass from flowing into the wall element 3. The flange 7a also prevents precipitation from entering the wall element 3. It is crucial for the quality of the building, to in this way prevent water from entering the wall element 3 and there give rise to mold and related health risks.
Skyddsräcket 11 är av konventionellt slag monterat i fástorganen 12 anordnade på valvavstängarens plåtparti 7. Det skall noteras, att genom uppfinningen är det möjligt, att innan gjutning av valvet 14, montera skyddsräcket ll på valvavstängarens utsida, där det är till så lite hinder som möjligt.The guardrail 11 is of a conventional type mounted in the fastening means 12 arranged on the plate portion 7 of the arch shutter. It should be noted that by the invention it is possible to mount the guardrail 11 on the outside of the arch shutter before casting the arch 14, where there are as few obstacles as possible. .
Claims (1)
Priority Applications (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
SE0100414A SE0100414L (en) | 2001-02-08 | 2001-02-08 | Valvavstängare |
PCT/SE2002/000098 WO2002063117A1 (en) | 2001-02-08 | 2002-01-22 | Arch shut-off |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
SE0100414A SE0100414L (en) | 2001-02-08 | 2001-02-08 | Valvavstängare |
Publications (3)
Publication Number | Publication Date |
---|---|
SE0100414D0 SE0100414D0 (en) | 2001-02-08 |
SE516680C2 true SE516680C2 (en) | 2002-02-12 |
SE0100414L SE0100414L (en) | 2002-02-12 |
Family
ID=20282906
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
SE0100414A SE0100414L (en) | 2001-02-08 | 2001-02-08 | Valvavstängare |
Country Status (2)
Country | Link |
---|---|
SE (1) | SE0100414L (en) |
WO (1) | WO2002063117A1 (en) |
Cited By (1)
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 (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2900674B1 (en) * | 2006-05-05 | 2011-05-13 | Profil Du Futur | COFFING CHAINING DEVICE |
GB2456995B (en) * | 2006-12-05 | 2011-01-12 | Gordon Smith | Safety system |
SE533245C2 (en) * | 2008-11-14 | 2010-07-27 | Stefan Sjoestroem | Procedure for preparing a floor form for casting and levelable floor form for carrying out the method |
DE102010006560A1 (en) * | 2010-02-02 | 2011-08-04 | Peri GmbH, 89264 | Carrying device and formwork system |
FR3038638A1 (en) * | 2015-07-08 | 2017-01-13 | Art Metal Charpente | CHAINING DEVICE, AS WELL AS A CHAINING DEVICE COMPRISING TWO SUCH DEVICES |
CN106836798A (en) * | 2017-01-23 | 2017-06-13 | 中建四局第三建筑工程有限公司 | A kind of Xin Jiamo construction methods and guard bar structure |
CN107178168B (en) * | 2017-06-16 | 2019-03-29 | 中交一航局第一工程有限公司 | Cast-in-place surface layer formwork support process |
FR3084684B1 (en) * | 2018-08-06 | 2021-09-17 | Phare Gestion | LOST FORMWORK ELEMENTS FOR CONCRETE FLOOR SLABS |
CN110847464B (en) * | 2019-11-26 | 2021-08-13 | 上海宝冶集团有限公司 | Construction and measurement method for ensuring levelness of top plate of cast-in-place structure |
BE1027798B1 (en) * | 2019-11-26 | 2021-06-23 | Gilbert Steel Solutions Nv | Construction set and method for assembling a safety railing, as well as such safety railings |
Family Cites Families (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4846437A (en) * | 1987-02-12 | 1989-07-11 | Fitzgerald Leonard R | Bracket for supporting concrete formwork |
AU3621595A (en) * | 1994-09-27 | 1996-04-19 | Lesa Systems Limited | Method and apparatus for forming adjacent floor slabs |
US6195956B1 (en) * | 1998-12-28 | 2001-03-06 | Willy J. Reyneveld | Concrete form |
-
2001
- 2001-02-08 SE SE0100414A patent/SE0100414L/en not_active IP Right Cessation
-
2002
- 2002-01-22 WO PCT/SE2002/000098 patent/WO2002063117A1/en not_active Application Discontinuation
Cited By (2)
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 |
---|---|
SE0100414D0 (en) | 2001-02-08 |
WO2002063117A1 (en) | 2002-08-15 |
SE0100414L (en) | 2002-02-12 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
NUG | Patent has lapsed |