SE443598B - BUILDING ELEMENT AND PROCEDURE FOR ITS MANUFACTURING - Google Patents
BUILDING ELEMENT AND PROCEDURE FOR ITS MANUFACTURINGInfo
- Publication number
- SE443598B SE443598B SE8103485A SE8103485A SE443598B SE 443598 B SE443598 B SE 443598B SE 8103485 A SE8103485 A SE 8103485A SE 8103485 A SE8103485 A SE 8103485A SE 443598 B SE443598 B SE 443598B
- Authority
- SE
- Sweden
- Prior art keywords
- plate
- reinforcing part
- building element
- nail plates
- element 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
- E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
-
- 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
- E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
- E04B5/04—Load-carrying floor structures formed substantially of prefabricated units with beams or slabs of concrete or other stone-like material, e.g. asbestos cement
-
- 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
- E04B5/17—Floor structures partly formed in situ
- E04B5/23—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated
- E04B2005/232—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated with special provisions for connecting wooden stiffening ribs or other wooden beam-like formations to the concrete slab
- E04B2005/237—Separate connecting elements
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Rod-Shaped Construction Members (AREA)
- Panels For Use In Building Construction (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
- Vehicle Interior And Exterior Ornaments, Soundproofing, And Insulation (AREA)
- Diaphragms For Electromechanical Transducers (AREA)
- Polishing Bodies And Polishing Tools (AREA)
Description
s1os4ss;2 10 15 20 25 30 35 2 plattan, exempelvis vid dess gjutning. Den relativt stora springan ger dessutom möjlighet till dragning av rörledningar och förbättrar konstruktionens ventilation. s1os4ss; 2 10 15 20 25 30 35 2 the plate, for example during its casting. The relatively large the gap also provides the opportunity for laying pipelines and improves the ventilation of the structure.
Förstärkningsdelen kan med fördel utformas som en fack- verkskonstruktion, varvid ett fördelaktigt slutresultat upp- nås i synnerhet i samband med långa spännvidder. Fackverket kan därvid konstrueras så att plattan tjänstgör som en sida i detsamma eller så kan ett fullständigt fackverk i trämate- ríal användas.The reinforcing part can advantageously be designed as a specialist plant construction, whereby a favorable end result is reached in particular in connection with long spans. The truss can then be designed so that the plate serves as a side in the same or a complete truss in wood material ríal be used.
Kännetecknen för tillverkningsförfarandet enligt upp- finningen anges i patentkravet 7.The characteristics of the manufacturing process according to the finding is stated in claim 7.
Härefter beskrivs uppfinningen och de med denna uppnådda fördelarna i detalj med hjälp av i bifogad ritning visade utföringsformer.Hereinafter, the invention and those obtained therewith are described the benefits are shown in detail using the drawing shown in the accompanying drawing embodiments.
Pig. l visar ett tvärsnitt av en fördelaktig utförings- form av uppfinningen.Pig. 1 shows a cross section of an advantageous embodiment form of the invention.
Pig. 2 visar ett snitt i längdriktningen av byggelemen- tet enligt fig. l Pig. 3 visar en annan utföringsform av uppfinningen med en förstärkningsdel i form av en fackverkskonstruktion.Pig. 2 shows a longitudinal section of the building element. according to Fig. 1 Pig. 3 shows another embodiment of the invention with a reinforcing member in the form of a truss structure.
Enligt fig. l och 2 innefattar ett byggelement enligt uppfinningen en plattdel 2 och en förstärkningsdel l. Platt- delen 2 är tillverkad av betong och den är på vanligt sätt förstärkt med ett stâlnät och/eller en stålplåt. Förstärk- níngsdelen 1 utgörs av bräder, men den kan även bestå av annat liknande material, som i allmänhet har god värmeiso- leringsförmåga och god kraftöverföringsförmåga. Spikplåtar 3 har fästs på sidorna av de som förstärkningsdel fungerande bräderna på känt sätt genom inpressning av plåtarnas 3 spik- formiga delar i trävirket. Spikplåtarna 3 är placerade an- tingen parvis på ömse sidor av brädan eller växelvis såsom framgår av fig. 2. Även kombinationer av de ovannämnda sätten kan naturligtvis användas.According to Figs. 1 and 2, a building element according to the invention a plate part 2 and a reinforcing part 1. part 2 is made of concrete and it is in the usual way reinforced with a steel mesh and / or a steel plate. Reinforcement The part 1 consists of boards, but it can also consist of other similar material, which generally has good thermal insulation capability and good power transmission. Nail plates 3 has been attached to the sides of those acting as reinforcement part the boards in a known manner by pressing in the nails of the 3 plates. shaped parts in the wood. The nail plates 3 are placed things in pairs on either side of the board or alternately such as is shown in Fig. 2. Also combinations of the above methods can of course be used.
I samband med gjutningen av plattdelen 2 förs spíkplå- tarna 3*in i betongen, varvid de förankras på sin plats då betongen hårdnar. Spikplåtarna 3 är så anordnade, att mellan plattdelen 2 och förstärkningsdelen l uppkanmz'ettnelLnuu eller en springa H. Spikplåten 3 kan vara av sedvanligt slag, 10 15 20 25 30 35 8103485-2 3 men enligt en vidareutveckling av uppfinningen kan spikplàten 3 sakna utstansade taggar inom springan. Plàten kan härvid dessutom vara profilerad i detta springområde för att förhind- ra buckling.In connection with the casting of the plate part 2, the nail plate is 3 * into the concrete, whereby they are anchored in place then the concrete hardens. The nail plates 3 are arranged so that between the plate part 2 and the reinforcing part 1 uppkanmz'ettnelLnuu or a crack H. The nail plate 3 may be of the usual type, 10 15 20 25 30 35 8103485-2 3 but according to a further development of the invention, the nail plate can 3 missing punched thorns within the gap. The plate can do this also be profiled in this running area in order to prevent ra buckling.
Pig. 3 visar ett byggelement med en förstärkningsdel ll i form av en fackverkskonstruktion. Plattdelen 5 är även vid denna utföringsform av betong eller liknande material. Spik- plåtarna 6 är fästa inne i betongen. Spikplàtarna 6 är i sin tur inpressade i snedsträvor 7 av trävirke eller liknande material. Mellan strävorna 7 och plattdelen 5 har lämnats en springa 8. I andra änden är strävorna 7 fästa vid en bräda 10 medelst en annan sorts spikplátar 9. Detta byggelement enligt uppfinningen bildar således en kombinerad konstruktion där plattdelen 5 själv tjänstgör som ena sidan i fackverkskon- struktionen.Pig. 3 shows a building element with a reinforcing part 11 in the form of a truss construction. The plate part 5 is also at this embodiment of concrete or similar material. Nail- the plates 6 are fixed inside the concrete. The nail plates 6 are in their luck pressed in oblique struts 7 of wood or the like material. Between the struts 7 and the plate part 5 one has been left run 8. At the other end, the struts 7 are attached to a board 10 by means of another kind of nail plates 9. This building element according to the invention thus forms a combined construction there the plate part 5 itself serves as one side in the truss the construction.
Ett fackverk kan även användas som förstärkningsdel på sådant sätt, att det som förstärkningsdel l tjänstgörande brädet enligt fig. l och 2 ersätts med ett fullständigt fack- verk.A truss can also be used as a reinforcement part on in such a way that it serves as a reinforcing part the board according to Figs. 1 and 2 is replaced by a complete work.
När plattdelen är av betong eller liknande material till- verkas elementet enligt uppfinningen typiskt genom att gjuta betongen på ett underlag. Underlaget kan vara förstärkt med ett stålnät eller också kan underlaget utgöras av en plåt, som blir kvar på plattan. Samtidigt förenas även förstärknings- delen,som är försedd med inpressade spikplåtar, med betong- plattan, genom att spikplätarna gjutes in i denna.When the slab part is made of concrete or similar material the element according to the invention is typically actuated by casting the concrete on a surface. The base can be reinforced with a steel mesh or the substrate may be a sheet, which remains on the plate. At the same time, reinforcement the part, which is provided with pressed-in nail plates, with concrete the plate, by casting the nail plates into it.
Springan som skall lämnas mellan förstärkningsdelen och plattdelen möjliggör även ett sådant tillverkningsförfarande där spikplåtarna först ensamma ingjuts i betongen. Dessa kan härvid vara förbockade utåt pâ sådant sätt, att förstärk- ningsdelen ryms in mellan taggarna. Då spikplåtarna pressas fast vid förstärkningsdelen rätas de samtidigt ut.The gap to be left between the reinforcement part and the plate part also enables such a manufacturing process where the nail plates are first cast into the concrete alone. These can in this case be bent outwards in such a way that the the ning part fits between the tags. Then the nail plates are pressed fixed to the reinforcement part, they are straightened at the same time.
Byggelementet enligt uppfinningen används i allmänhet som vägg-, tak- eller golvelement, varvid mellanrummet mellan trädelarna är värmeisolerat. Elementen sammanfogas med varandra på vanligt sätt.The building element according to the invention is generally used as wall, ceiling or floor elements, the space between the wooden parts are heat insulated. The elements are joined with each other in the usual way.
Claims (7)
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
FI801820A FI60752C (en) | 1980-06-05 | 1980-06-05 | FOERSTAERKT PLATTA OCH FOERFARANDE FOER DESS TILLVERKNING |
Publications (2)
Publication Number | Publication Date |
---|---|
SE8103485L SE8103485L (en) | 1981-12-06 |
SE443598B true SE443598B (en) | 1986-03-03 |
Family
ID=8513545
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
SE8103485A SE443598B (en) | 1980-06-05 | 1981-06-03 | BUILDING ELEMENT AND PROCEDURE FOR ITS MANUFACTURING |
Country Status (9)
Country | Link |
---|---|
BE (1) | BE889105A (en) |
DE (1) | DE3122431A1 (en) |
DK (1) | DK242881A (en) |
FI (1) | FI60752C (en) |
GB (1) | GB2078817B (en) |
LU (1) | LU83416A1 (en) |
NL (1) | NL8102716A (en) |
NO (1) | NO811868L (en) |
SE (1) | SE443598B (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO1996025566A1 (en) * | 1995-02-14 | 1996-08-22 | Wederhorn Yrjoe Kalevi | A composite slab element |
Families Citing this family (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE19721165B4 (en) * | 1997-05-21 | 2011-08-11 | Veit Dennert KG Baustoffbetriebe, 96132 | Industrially prefabricated lightweight ceiling or roof panels |
DE19836872A1 (en) * | 1998-08-14 | 2000-02-17 | Dennert Kg Veit | A process for the manufacture of prefabricated industrial lightweight roofs or roof panels |
DE102004014765B4 (en) * | 2004-03-26 | 2014-04-10 | Veit Dennert Kg Baustoffbetriebe | Industrially prefabricated lightweight ceiling element and method for its production |
AT521425A1 (en) * | 2018-07-04 | 2020-01-15 | Klasch Spezial Bauartikel Gmbh | ceiling construction |
AU2019404170A1 (en) | 2018-12-19 | 2021-08-05 | Mitek Holdings, Inc. | Anchor for a concrete floor |
USD894721S1 (en) | 2018-12-19 | 2020-09-01 | Columbia Insurance Company | Anchor for a floor |
-
1980
- 1980-06-05 FI FI801820A patent/FI60752C/en not_active IP Right Cessation
-
1981
- 1981-06-03 NO NO811868A patent/NO811868L/en unknown
- 1981-06-03 DK DK242881A patent/DK242881A/en not_active Application Discontinuation
- 1981-06-03 SE SE8103485A patent/SE443598B/en not_active IP Right Cessation
- 1981-06-04 NL NL8102716A patent/NL8102716A/en not_active Application Discontinuation
- 1981-06-05 BE BE2/59199A patent/BE889105A/en not_active IP Right Cessation
- 1981-06-05 DE DE19813122431 patent/DE3122431A1/en not_active Withdrawn
- 1981-06-05 LU LU83416A patent/LU83416A1/en unknown
- 1981-06-05 GB GB8117239A patent/GB2078817B/en not_active Expired
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO1996025566A1 (en) * | 1995-02-14 | 1996-08-22 | Wederhorn Yrjoe Kalevi | A composite slab element |
Also Published As
Publication number | Publication date |
---|---|
NL8102716A (en) | 1982-01-04 |
SE8103485L (en) | 1981-12-06 |
GB2078817B (en) | 1984-01-25 |
BE889105A (en) | 1981-10-01 |
LU83416A1 (en) | 1981-09-11 |
FI60752B (en) | 1981-11-30 |
NO811868L (en) | 1981-12-07 |
DK242881A (en) | 1981-12-06 |
GB2078817A (en) | 1982-01-13 |
DE3122431A1 (en) | 1982-03-11 |
FI60752C (en) | 1982-03-10 |
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Legal Events
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NUG | Patent has lapsed |
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