SI24399A - Process of installing a load-bearing wall with bilateral thermal insulation - Google Patents
Process of installing a load-bearing wall with bilateral thermal insulation Download PDFInfo
- Publication number
- SI24399A SI24399A SI201300139A SI201300139A SI24399A SI 24399 A SI24399 A SI 24399A SI 201300139 A SI201300139 A SI 201300139A SI 201300139 A SI201300139 A SI 201300139A SI 24399 A SI24399 A SI 24399A
- Authority
- SI
- Slovenia
- Prior art keywords
- thermal insulation
- concrete
- screws
- spacers
- installation
- 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
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/84—Walls made by casting, pouring, or tamping in situ
- E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
- E04B2/8647—Walls made by casting, pouring, or tamping in situ made in permanent forms with ties going through the forms
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Building Environments (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
S postopkom vgradnje nosilnih sten z obojestransko toplotno izolacijo, pri čemer obojestranska toplotna izolacija služi kot opaž za vgradnjo notranjega nosilnega betonskega jedra, je omogočena hitrejša in bolj ekonomična izdelava toplotno izoliranih sten, z manjšo porabo energije in zmanjšanim vplivom na okolje. Poleg tega postopek omogoča enostavno namestitev potrebne armature, namestitev inštalacij in cevi za potrebe inštalacijskih vodov, kot tudi samega cevnega sistema za potrebe ogrevanja aliohlajevanja. Postopek vključuje distančnike, ki omogočajo pritrjevanje toplotnoizolacijskih plošč s pomočjo kovinskih vijakov s podložkami, ki so potrebni le v času montaže in strjevanja betona, v času tvorbe betonskega jedra. Po izdelavi stene se vijaki s podložkami odstranijo in jih lahko uporabimo ponovno, medtem ko distančniki ostanejo trajno vključeni v betonsko jedro. Toplotno izolacijske plošče, ki tvorijo opaž, so praviloma običajnih prizmatičnih oblik, prvenstveno iz trdih polistirenskih plošč EPSali XPS, ki jih po potrebi režemo in krojimo na gradbišču samem.By means of the installation of load-bearing walls with two-sided thermal insulation, where the two-way thermal insulation serves as a formwork for the installation of an internal load-bearing concrete core, faster and more economical production of thermally insulated walls is possible, with less energy consumption and reduced environmental impact. In addition, the process makes it easy to install the necessary reinforcement, installation of installations and pipes for the needs of installation lines, as well as the pipe system itself for the needs of heating alliohlajanjanja. The process includes spacers that allow the fixing of thermal insulation plates with the use of metal screws with washers, which is required only during the installation and consolidation of concrete during the formation of the concrete core. After making the wall, the screws with the washers are removed and can be used again, while the spacers remain permanently included in the concrete core. Thermal insulating panels forming the formwork are usually conventional prismatic forms, primarily from EPSI XPS rigid polystyrene sheets, which, if necessary, are cut and trimmed on the site itself.
Description
Postopek vgradnje nosilne stene z obojestransko toplotno izolacijoThe process of mounting a load-bearing wall with double-sided thermal insulation
Področje tehnikeThe field of technology
Izum se nanaša na postopek vgradnje nosilne stene z obojestransko toplotno izolacijo, pri čemer obojestranska toplotna izolacija služi kot opaž za vgradnjo notranjega nosilnega betonskega jedra. Izum spada v področje gradbeništva.The invention relates to a method of mounting a load-bearing wall with double-sided thermal insulation, wherein the two-sided thermal insulation serves as a formwork for the installation of an internal load-bearing concrete core. The invention belongs to the field of construction.
Opis tehničnega problemaDescription of a technical problem
Hitrost izgradnje objektov predstavlja ozko grlo med samo odločitvijo za naložbo in dokončno izgradnjo. Ne samo zaradi pritiskov bank in drugih ponudnikov finančnih sredstev, ki želijo čim krajši ciklus, ampak tudi v primerih elementarnih nesreč in drugih katastrof, želimo drastično zmanjšati ciklus izgradnje objekta.The speed of construction of the facilities represents a bottleneck between the decision to invest and the final construction. Not only because of the pressure from banks and other financial providers who want the cycle as short as possible, but also in the case of natural disasters and other disasters, we want to drastically reduce the construction cycle of the facility.
Posebej pospešena oziroma hitrejša izgradnja nosilnega dela stene, kar v manjši meri velja za druge elemente stavbe, omogoča skrajšanje ciklusa gradnje. Na ta način pridobljen čas se nato porabi za zaključna in finalna dela, ki še posebej v zadnjem času slovijo po slabi kakovosti kot posledici prehitre gradnje. Krajši čas izgradnje nosilnih sten in poenostavljeni postopki izgradnje pomenijo tudi zmanjšanje napak in popravil in tudi znaten finančni prihranek.Particularly accelerated or faster construction of the load-bearing part of the wall, which to a lesser extent applies to other elements of the building, enables the construction cycle to be shortened. The time gained in this way is then spent on final and final works, which are especially notorious for their poor quality as a result of too fast construction. Shorter construction time for load-bearing walls and streamlined construction procedures also mean a reduction in defects and repairs, as well as significant financial savings.
Z obojestransko namestitvijo znatnih debelin toplotne izolacije, ki služi istočasno kot opaž za vgradnjo betonskega jedra in z možnostjo namestitve grelno - hladilnih elementov v betonsko jedro, v veliki meri pripomoremo k energetsko varčni gradnji objektov, zmanjševanju porabe energije in majhnem vplivu na okolje. Omenjene poenostavitve in pospešitve gradnje pripomorejo tudi k zmanjšanju stroškov v celotnem življenjskem ciklusu zgradb (Life Cycle Assessment - LCA in Life Cycle Cost Assessment LCCA), kot tudi zmanjšanju ogljičnega odtisa in vseh emisij - torej pomemben doprinos k zmanjšanju vpliva na okolje v obliki globalnega segrevanja izraženega v ekvivalentu CO2.By installing significant thicknesses of thermal insulation on both sides, which simultaneously serves as a formwork for the installation of the concrete core and with the possibility of installing heating and cooling elements in the concrete core, we greatly contribute to the energy-saving construction of buildings, reducing energy consumption and low environmental impact. These building simplifications and accelerations also help reduce life cycle costs (LCA and Life Cycle Cost Assessment LCCA), as well as reduce carbon footprint and all emissions - thus making a significant contribution to reducing the environmental impact of global warming expressed in CO2 equivalent.
Obstoječe stanje tehnikeCurrent state of the art
Klasično zidanje nosilnih sten z opečnimi, plinobetonskimi ali drugimi zidaki zahteva daljši čas gradnje in v večini primerov potrebujemo še dodatno toplotno izolacijsko plast, da izpolnimo zahteve po pravilnikih in priporočilih o toplotni zaščiti, poleg tega pa taki načini zidanja posameznih elementov, onemogočajo istočasno namestitev cevnih razvodov s katerimi želimo ogrevati ali ohlajevati masivne elemente stavb, da bi povečali energetsko učinkovitost.Classical masonry construction of load-bearing walls with brick, aerated concrete or other masonry requires a longer construction time, and in most cases requires an additional thermal insulation layer to meet the requirements of the rules and recommendations on thermal protection, and in addition such methods of masonry individual elements prevent the simultaneous installation of pipe divisions to heat or cool massive building elements in order to increase energy efficiency.
Poleg klasične vgradnje betonskih sten s pomočjo odstranljivih betonskih opažev, poznamo nekaj rešitev z elementi zidakov izdelanih iz samih toplotnih izolacij. Ti pa praktično v vseh primerih:In addition to the classic installation of concrete walls with the help of removable concrete formwork, there are some solutions with masonry units made of thermal insulation itself. In virtually all cases, you:
- onemogočajo vgradnjo grelno - hladilnih cevi v vmesni prostor, ki ga kasneje zalijemo z betonom,- prevent the installation of heating and cooling pipes in the intermediate space, which is later filled with concrete,
- zahtevajo veliko število posebnih zidakov, kot na primer začetni, končni in vogalni element, rešitve ob odprtinah in podobno,- require a large number of special blocks, such as starting, ending and cornering elements, openings and the like,
- sama gradnja ni sestavljena iz običajnih prizmatičnih EPS ali XPS plošč, temveč iz posebnih elementov, kot n.pr.: US patenti št. 6,083,334, 7,827,752, 7,748,192, 7,739,846, 7,415,804, 7,409,801, 6,820,384, 6,698,710, 6,536,172, 5,086,600, 4,706,429 in DE patent št. 26 18 125.- the construction itself does not consist of conventional prismatic EPS or XPS panels, but rather of special elements, such as, for example, US Pat. No. 6,083,334, 7,827,752, 7,748,192, 7,739,846, 7,415,804, 7,409,801, 6,820,384, 6,698,710, 6,536,172, 5,086,600, 4,706,429 and DE patent no. 26 18 125.
Da bi se izognili navedenim pomanjkljivostim, smo razvili nov postopek za vgradnjo nosilnih sten z obojestransko toplotno izolacijo, ki omogoča tudi namestitev vseh potrebnih cevnih razvodov med samo izdelavo nosilnih sten.In order to avoid these shortcomings, we have developed a new procedure for the installation of load-bearing walls with double-sided thermal insulation, which also allows the installation of all necessary pipe joints during the construction of load-bearing walls.
Opis nove rešitveDescription of the new solution
Po izumu je navedeni tehnični problem rešen s postopkom za vgradnjo nosilnih sten z obojestransko toplotno izolacijo, pri čemer obojestranska toplotna izolacija služi kot opaž za vgradnjo notranjega nosilnega betonskega jedra in omogoča namestitev vseh potrebnih cevnih razvodov.According to the invention, said technical problem is solved by a method for mounting load-bearing walls with double-sided thermal insulation, wherein the two-sided thermal insulation serves as a formwork for the installation of an internal load-bearing concrete core and enables the installation of all necessary pipe joints.
Iz toplotne izolacije, ki so enostavne prizmatične plošče ali bloki, prvenstveno iz EPS-a ali XPS-a, izdelamo opaž na obeh straneh, torej na notranji in zunanji strani bodoče nosilne stene. Pri tem se poslužujemo enostavnega rezanja in krojenja toplotne izolacije s pomočjo žage ali ogrete nitke. Pri izdelavi opaža za ohranjanje razdalje med toplotnoizolacijskimi ploščami na notranji in zunanji strani bodoče nosilne stene uporabljamo posebno oblikovane distančnike. Za povezovanje in začasno utrditev obojestranskega dela opaža iz toplotnoizolacijskih plošč in distančnikov, uporabljamo vijake s podložkami, ki jih po procesu strjevanja betona odstranimo in jih lahko tudi ponovno uporabimo.From thermal insulation, which are simple prismatic panels or blocks, primarily EPS or XPS, we form a formwork on both sides, that is, on the inside and outside of the future load-bearing wall. We simply cut and cut thermal insulation with a saw or heated thread. Specially designed spacers are used in the construction of the formwork to maintain the distance between the thermal insulation panels on the inside and outside of the future load-bearing wall. For connecting and temporary hardening of the two-sided formwork from thermal insulation boards and spacers, we use screws with washers, which are removed after the concrete hardening process and can also be reused.
Klasičen betonski opaž, ki je sicer nujen za izvedbo betonskih konstrukcij v tem primeru ni potreben, potrebujemo le podpornike oz. podporne elemente, ki se uporabljajo za stabiliziranje običajnih betonskih opažev, ki so običajno kovinski podporniki, ki se za povečanje stabilnosti montirajo poševno in utrdijo v okolico, saj toplotnoizolacijske plošče služijo kot betonski opaž in hkrati vršijo funkcijo toplotne zaščite.Classic concrete formwork, which is not necessary for the construction of concrete structures in this case is not required, we only need supports or. supporting elements used to stabilize conventional concrete formwork, usually metal supports, which are mounted obliquely and reinforced into the surroundings for stability, since the thermal insulation panels serve as a concrete formwork and at the same time serve as a thermal protection function.
Na ta način je omogočena hitrejša in varčnejša gradnja:This enables faster and more economical construction:
- ker ni potrebna namestitev in odstranitev betonskega opaža, se privarčuje na času in stroških,- the installation and removal of the concrete formwork is not required and saves on time and cost,
- nosilna stena je zaradi obojestransko nameščene toplotne izolacije, zaradi masivnega in s tem toplotno kapacitivnega betonskega jedra in zaradi vstavljenega razvoda ogrevalno ohlajevalnega sistema, znatno energetsko varčnejša tako posamični konstrukcijski sklopi kot tudi celotna stavba,- the load-bearing wall, due to the thermal insulation installed on both sides, due to the massive and therefore thermally capacitive concrete core and due to the inserted distribution of the heating-cooling system, is significantly more energy-efficient both for individual structural units and for the entire building,
- zaradi bistvenega zmanjšanja toplotnih izgub, hitrejše in manj energetsko potratne gradnje, so zmanjšani stroški v življenjskem ciklusu zgradb (LCA ali LCCA) in nižji je tudi ogljični odtis, t.j. zmanjšan je vpliv globalnega segrevanja izraženega v ekvivalentu CO2,- due to a significant reduction in heat losses, faster and less energy-intensive construction, reduced life cycle costs of buildings (LCA or LCCA) and a lower carbon footprint, i.e. the impact of global warming expressed in CO2 equivalent is reduced,
- fleksibilnost sistema: za sestavljanje potrebujemo enostavne distančnike, začasne vijake vključno s podložkami, ki jih lahko uporabimo večkrat, enostavne prizmatične plošče toplotne izolacije prvenstveno iz polistirena (ekspandiranega t.j. EPS ali ekstrudiranega t.j. XPS polistirena),- system flexibility: simple spacers, temporary screws including reusable washers, simple prismatic thermal insulation panels made primarily of polystyrene (expanded EPS or extruded i.e. XPS polystyrene) are required for assembly,
- izdelava zaključkov, vogalov, odprtin za okna ali vrata in podobno, enostavno izdelamo z distančniki, vijaki in iz posebej na določeno mero in debelino izrezanimi ploščami toplotne izolacije: priporočljivo in primerneje je, če rezanje in krojenje plošč toplotne izolacije izvajamo na gradbišču samem,- making of finishes, corners, openings for windows or doors and the like, easily made with spacers, screws and specially cut and thickness cut thermal insulation panels: it is advisable and appropriate to cut and cut thermal insulation panels on site,
- z uporabo omenjenega postopka vgradnje je moč zgraditi podstavke ali spodnje etaže za lesno ali montažno gradnjo, lesno masivno gradnjo in drugo.- using said installation procedure, it is possible to construct pedestals or lower floors for timber or prefabricated construction, solid timber construction and more.
Izum bo opisan s pomočjo izvedbenih primerov in slik, ki prikazujejo:The invention will be described by way of embodiments and illustrations showing:
Slika 1: Aksonometrični prikaz distančnika z odstranljivimi vijaki in podložkami Slika 2: Prikaz običajnega in kotnega distančnikaFigure 1: Axonometric view of spacer with removable screws and washers Figure 2: View of normal and angular spacer
Slika 3: Prikaz montaže raznih instalacijskih vodov in nosilnega armaturnega jekla, kot so palice ali mrežeFigure 3: Installation diagram of various installation lines and load-bearing reinforcing steel such as bars or nets
Slika 4: Prikaz posameznih faz pri vgradnji - vzdolžni presek Slika 5: Prikaz postopka vgradnje po fazah - aksonometrični pogled • · * ·Figure 4: Phase view of the installation - longitudinal section Figure 5: Phase view of the installation phase - axonometric view • · * ·
Najprej postavimo zunanje toplotnoizolacijske plošče 5 na zunanji strani bodočega betonskega jedra, le-te stabiliziramo in podpremo. Na tako postavljene zunanje toplotnoizolacijske plošče 5, ki tvorijo enostranski opaž, na notranji strani zunanje toplotnoizolacijske plošče 5, strani, ki je obrnjena proti bodočemu betonskemu jedru 7 nemoteno namestimo in vgrajujemo armaturno mrežo ali armaturne palice; povežemo lahko vse armaturne elemente, kot tudi razne inštalacijske vode, predvsem pa imamo možnost montaže razvoda grelno - hladilnih cevi, ki vršijo vlogo ogrevanja betonskega jedra 7 v zimskem času in ohlajevanja v letnem času, kot je prikazano na sliki 3. Po montaži vseh inštalacijskih vodov, potisnemo vijake 2 z zunanje strani zunanje toplotnoizolacijske plošče 5 skozi le-te, kot je prikazano na sliki 4 faza 1.First, install external thermal insulation panels 5 on the outside of the future concrete core, stabilize and support them. The external thermal insulation panels 5 forming a one-sided paneling are thus placed on the inner side of the external thermal insulation panel 5, of the side facing the future concrete core 7, and a reinforcement grid or dashboards are seamlessly installed; We can connect all the reinforcement elements, as well as various installation water, and above all we have the possibility of installing the distribution of heating and cooling pipes, which act as heating of the concrete core 7 in the winter and cooling in the summer, as shown in Figure 3. After the installation of all installation lines, push the screws 2 from the outside of the outer thermal insulation panel 5 through them, as shown in Figure 4, Phase 1.
Vijaki 2 imajo podložko 3 z večjo površino, pri čemer je funkcija podložke 3 v tem, da pri privijačenju vijaka 2 preprečuje ugrez vijaka 2 v toplotnoizolacijsko ploščo 5, 6. Število vijakov je odvisno od višine enkratnega betoniranja, konsistence in specifične teže betona, ki bo tvoril betonsko jedro 7, debeline in mehanskih lastnostih toplotnoizolacijskih plošč 5, 6, varnosti, ki jo želimo doseči (varnostni faktor) ter drugih vplivov. Vijake 2 lahko hkrati uporabljamo tudi za pritrjevanje podpornikov, ki služijo za stabilnost nosilne stene pred in med betoniranjem. Na vijake 2 nastavimo distančnike 1, vijake 2 lahko že enostransko privijačimo.The bolts 2 have a washer 3 with a larger surface, the function of the washer 3 being that when screwing the bolt 2 it prevents the bolt 2 from sinking into the thermal insulation board 5, 6. The number of bolts depends on the height of the single concreting, the consistency and the specific weight of the concrete that will form the concrete core 7, the thickness and mechanical properties of the thermal insulation panels 5, 6, the safety we want to achieve (the safety factor) and other influences. Bolts 2 can also be used at the same time to secure the supports, which serve to support the load-bearing wall before and during concreting. Adjust spacers 1 to screws 2, screws 2 can already be unilaterally screwed.
Velikost in oblika distančnikov 1 je lahko različna, kot je prikazano na sliki 2. Tudi material iz katerega so sestavljeni distančniki 1 je lahko različen: priporočljiva sestava je iz umetnih, t.j. plastičnih mas, kot na primer Polietilen, Polistiren, iz recikliranih plastičnih mas. Priporočljivo je, daje ustje 4 za vstop vijakov 2 v distančnik 1 razširjeno, da lažje z vijaki 2, ki jih potiskamo skozi toplotnoizolacijske plošče 5, 6 zadenemo luknjo v distančniku 1. Prav tako je zaželeno, da je nalegana površina sidra - t.j. površina podložke, na toplotno izolacijo čim večja, da ne bi prišlo do deformacij med samo montažo ali zategovanjem vijakov.The size and shape of the spacers 1 may be different, as shown in Figure 2. The material of the spacers 1 may also be different: the preferred composition is artificial, i.e. plastics, such as Polyethylene, Polystyrene, from recycled plastics. It is recommended that the mouth 4 for the entry of the screws 2 into the spacer 1 be expanded to more easily hit the hole in the spacer 1 by pushing through the heat-insulating plates 5, 6 through the spacer 1. It is also desirable that the anchor surface is an anchor - i.e. surface of the washer, maximally insulated against thermal insulation, to prevent deformation during mounting or tightening of screws.
Kotni, vogalni, začetni ali končni distančnik je drugačen, ker povezuje dve, tri ali celo štiri ploskve, za razliko od običajnega distančnika 1, ki medsebojno povezuje in trdno povezuje le dve, nasproti si ležeči toplotnoizolacijski plošči 5, 6. Dimenzija vijakov 2 in podložk 3 mora biti prilagojena namenu in nosilnosti. Dolžino vijakov 2 prilagajamo debelini toplotnoizolacijske plošče 5, 6, le-ta je lahko različna. Običajno je notranja toplotnoizolacijska plošča 6 tanjša in zunanja toplotnoizolacijska plošča 5 debelejša.The angular, angular, initial or final spacer is different in that it connects two, three or even four surfaces, unlike the usual spacer 1, which interconnects and firmly connects only two opposite thermal insulation panels 5, 6. The dimensions of screws 2 and the washers 3 must be adapted to the purpose and load capacity. The length of the screws 2 is adjusted to the thickness of the thermal insulation board 5, 6, which may be different. Typically, the inner thermal insulation panel 6 is thinner and the outer thermal insulation panel 5 is thicker.
Nato pričnemo z montažo notranjih toplotnoizolacijskih plošč 6 na notranji strani bodočega betonskega jedra 7, kot je prikazano na sliki 5 faza 1 in sliki 4 faza 2, načeloma so te plošče manjših formatov, predvsem zaradi lažje montaže in vstavljanja vijakov 2, ki jih potiskamo skozi omenjeneWe then begin the assembly of the internal thermal insulation panels 6 on the inside of the future concrete core 7, as shown in Figure 5, Phase 1 and Figure 4, Phase 2, in principle, these are smaller formats, mainly to facilitate mounting and insertion of screws 2, which are pushed through mentioned
toplotnoizolacijske plošče 6. Hkrati vstavljamo vijake 2 skozi toplotnoizolacijske plošče 6 in jih vijačimo v distančnike 1, pri tem moramo z vijakom 2 zadeti luknjo v distančniku 1.thermal insulation boards 6. At the same time, insert the screws 2 through the thermal insulation plates 6 and screw them into the spacers 1, with the screw 2 having to hit the hole in the spacer 1.
Tako sestavljen opaž iz obojestransko nameščenih toplotnoizolacijskih plošč 5, 6 z vmesnimi distančniki 1 in začasnimi pritrdilnimi vijaki 2 z maticami 3, vključno z vmesno armaturo, inštalacijami, s pomočjo podporne konstrukcije utrdimo, poravnamo tako v vertikalni in horizontalni smeri, kot je prikazano na sliki 5 faza 2. Vijake 2 lahko uporabimo tudi za pritrjevanje stabilnostnih podpor, ki služijo preprečitvi zamikov ali celo porušitvi stene med postopkom betoniranja.The formwork thus formed of double-sided thermal insulation panels 5, 6 with intermediate spacers 1 and temporary fixing screws 2 with nuts 3, including intermediate reinforcement, installations, is strengthened by means of a supporting structure, aligned in both the vertical and horizontal directions, as shown in the figure 5 Phase 2. Screws 2 can also be used to secure the stability supports, which serve to prevent lag or even tear down the wall during the concreting process.
Nato zalijemo vmesni prostor z betonom, da se tvori betonsko jedro 7, kot je prikazano na sliki 4 faza 3. To lahko izvedemo v celotni etaži ali pa v segmentih določene višine, vse v skladu z nosilnostjo obojestranskih toplotno izolacijskih plošč 5, 6, nosilnostjo distančnikov 1 vključno z vijaki 2, konsistenco in specifično težo betona.Then pour the intermediate space with concrete to form a concrete core 7, as shown in Figure 4 phase 3. This can be done throughout the floor or in segments of a certain height, all in accordance with the load capacity of the double thermal insulation panels 5, 6, load capacity spacers 1 including screws 2, consistency and specific gravity of concrete.
V odvisnosti od vrste in mehanskih karakteristik obojestranskih toplotnoizolacijskih plošč 5, 6, konsistence in specifične teže betona, kakovosti in števila distančnikov 1 vključno z vijaki 2, je odvisno kako visoko lahko v določeni fazi zalijemo betonsko jerdo 7. Ob določenih pogojih je možno zabetonirati celotno višino stene v eni etaži, vključno z vmesno armiranobetonsko ploščo. V nasprotnem primeru se moramo posluževati segmentnega betoniranja, n.pr. vsakokratno v višini 100 cm.Depending on the type and mechanical characteristics of the double-sided thermal insulation panels 5, 6, the consistency and specific gravity of the concrete, the quality and number of spacers 1, including screws 2, it depends on how high the concrete wall can be poured at some stage. height of wall in one floor, including reinforced concrete slab. Otherwise, segmental concreting should be used, e.g. 100 cm each.
Po procesu strjevanja betona vijake 2 odstranimo, kot je prikazano na sliki 4 faza 4 in sliki 5 faza 3. Vijake 2 in podložke 3 odstranimo takoj po fazi vezave betona, ker so le-ti potrebni le v času sestavljanja, betoniranja in vezave betona. S tem se izognemo točkovnim toplotnim mostovom, ki bi nastajali na mestih toplotno izredno prevodnih vijakov 2. Distančnikov 1 ne odstranjujemo, ker so zaliti z betonom in ostanejo vključeni v betonsko jedro 7.After the concrete hardening process, the screws 2 are removed as shown in Figure 4, Phase 4 and Figure 5, Phase 3. The screws 2 and washers 3 are removed immediately after the concrete bonding phase, since they are only needed during the concrete assembly, concreting and bonding. This avoids point thermal bridges that would form on the locations of extremely heat-conducting screws 2. The spacers 1 are not removed because they are poured with concrete and remain embedded in the concrete core 7.
V toplotnoizolacijske plošče 5, 6 izdelane iz ekspandiranega ali ekstrudiranega polistirena, ki sestavljajo nosilno steno, s pomočjo ogrete nitke oblikovane v obliki zanke zlahka izdolbemo vdolbine za vse dodatne inštalacijske vode, kot na primer za elektriko, vodovod.In thermal insulation panels 5, 6 made of expanded or extruded polystyrene, which make up the load-bearing wall, it is easy to carve out recesses for any additional installation water, such as electricity, plumbing, by means of a heated loop-shaped thread.
Tako izvedeno nosilno steno finalno obdelamo na razne načine, kot npr. obojestranska izvedba osnovnega ometa, mrežice in zaključnega ometa, kot v primeru ETICS fasadnih sistemov, pritrjevanje mavčno - vlaknastih ali mavčno - kartonskih plošč, lesnih ali lesno vlaknastih plošč ali drugih oblog. Površina toplotnoizolacijskih plošč 5, 6, tako notranja, kot tudi zunanja, je lahko oblikovana reliefno z nazobčanjem, utori in podobno, da se poveča sprijemljivost toplotnoizolacijskih plošč 5, 6 z betonom, ki tvori betonsko jedro 7, ometi ali lepili.The supporting wall is thus finalized in various ways, such as for example. double-sided implementation of basic plaster, netting and finishing plaster, as in the case of ETICS facade systems, fixing gypsum or fibreboard or cardboard panels, wood or wood-fiber panels or other linings. The surface of thermal insulation panels 5, 6, both internal and external, can be molded with embossing, grooves and the like to increase the adhesiveness of thermal insulation panels 5, 6 to concrete forming a concrete core 7, plaster or adhesives.
Bočno so termoizolacijske plošče na nekaterih ali celo na vseh štirih stranicah (5, 6) lahko oblikovane s preklopi ali v obliki pero in utor, da na ta način dosežemo boljšo vodonepropustnost v času betoniranja in se v času uporabe izognemo morebitnim toplotnim mostovom.Sideways, thermal insulation panels on some or even all four sides (5, 6) can be formed by folding or in the form of a pen and a groove, in order to achieve better watertightness during concreting and to avoid possible thermal bridges during use.
Claims (4)
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| SI201300139A SI24399A (en) | 2013-05-30 | 2013-05-30 | Process of installing a load-bearing wall with bilateral thermal insulation |
| PCT/SI2013/000062 WO2014193312A1 (en) | 2013-05-30 | 2013-10-25 | Process of installing a load-bearing wall with bilateral thermal insulation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| SI201300139A SI24399A (en) | 2013-05-30 | 2013-05-30 | Process of installing a load-bearing wall with bilateral thermal insulation |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| SI24399A true SI24399A (en) | 2014-12-31 |
Family
ID=49989885
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| SI201300139A SI24399A (en) | 2013-05-30 | 2013-05-30 | Process of installing a load-bearing wall with bilateral thermal insulation |
Country Status (2)
| Country | Link |
|---|---|
| SI (1) | SI24399A (en) |
| WO (1) | WO2014193312A1 (en) |
Family Cites Families (16)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB861374A (en) * | 1959-02-20 | 1961-02-22 | Herbert John Reade | Improvements in or relating to the stone facing of concrete structures |
| DE2618125C2 (en) | 1976-04-26 | 1977-12-08 | Bruer, Manfred, Betriebsw.(grad.), 4300 Essen | Large-format formwork element made of rigid foam, intended for concrete cladding |
| DE3140287A1 (en) * | 1981-10-10 | 1983-04-28 | Artur 3040 Soltau Distel | Device for producing concrete walls of storey height |
| US4706429A (en) | 1985-11-20 | 1987-11-17 | Young Rubber Company | Permanent non-removable insulating type concrete wall forming structure |
| US5086600A (en) | 1990-04-26 | 1992-02-11 | Revelation Builders, Inc. | Block for concrete wall form construction |
| DE19504235A1 (en) | 1995-02-09 | 1996-08-14 | Ipa Isorast Int | Process for the production of heat-insulated panels for large panel construction |
| DE19823346A1 (en) * | 1997-07-22 | 1999-01-28 | Bui Bender Tocong Dipl Ing | Cross connector of plastic for forming shuttering for concrete wall |
| US6536172B1 (en) | 1999-06-01 | 2003-03-25 | Victor A. Amend | Insulating construction form and manner of employment for same |
| US6820384B1 (en) | 2000-10-19 | 2004-11-23 | Reward Wall Systems, Inc. | Prefabricated foam block concrete forms and ties molded therein |
| US6698710B1 (en) | 2000-12-20 | 2004-03-02 | Portland Cement Association | System for the construction of insulated concrete structures using vertical planks and tie rails |
| AUPS005002A0 (en) | 2002-01-21 | 2002-02-07 | Ryder, George Ralph | Improvements relating to walling methods |
| US7415804B2 (en) | 2002-09-05 | 2008-08-26 | Coombs Jerry D | Isulated concrete form having welded wire form tie |
| US7409801B2 (en) | 2004-03-16 | 2008-08-12 | Tritex Icf Products, Inc. | Prefabricated foam block concrete forms with open tooth connection means |
| US7739846B2 (en) | 2004-12-07 | 2010-06-22 | Buildblock Building Systems, L.L.C. | Insulating concrete form block including foam panel having inner row projections alternatingly flush with and set back from inner edge and different in size from outer row projections |
| US7827752B2 (en) | 2006-01-11 | 2010-11-09 | Aps Holdings, Llc | Insulating concrete form having locking mechanism engaging tie with anchor |
| EP2078799A1 (en) * | 2008-01-09 | 2009-07-15 | Joseph Portmann | Method for erecting walls and walls built according to this method |
-
2013
- 2013-05-30 SI SI201300139A patent/SI24399A/en not_active IP Right Cessation
- 2013-10-25 WO PCT/SI2013/000062 patent/WO2014193312A1/en active Application Filing
Also Published As
| Publication number | Publication date |
|---|---|
| WO2014193312A1 (en) | 2014-12-04 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN107100299B (en) | Composite outer wall with disassembly-free formwork and construction method thereof | |
| CN202559569U (en) | Assembled monolithic self-insulation hidden dense rib light superposed floor slab | |
| CN103883026B (en) | The construction method of the cast-in-situ thermal-insulated composite outer wall system of green energy conservation | |
| CN102071797A (en) | Fiber-reinforced plaster-free dismantle-free integrated heat-preservation template and exterior wall heat-preservation construction process | |
| CN108277887B (en) | Assembled built-in heat preservation concrete composite wall-light steel frame connection node | |
| US9487943B2 (en) | Component building system | |
| CN106245821B (en) | A kind of lightweight steel construction lightweight concrete prefabrication and assembly construction wall and its construction method | |
| CN102248577B (en) | Superlight-foamed-cement-based manufacturing process for thermal-insulation bearing wall panel | |
| CN101858119A (en) | Reinforced concrete hollow floor slab and construction method | |
| CN101806105A (en) | Outer thermal insulation wall with mechanically anchored metal mesh reinforced polystyrene boards | |
| CN107143141A (en) | External wall of high-rise building warming plate construction | |
| CN103603451A (en) | Bi-directional dense rib empty chamber floor and construction method thereof | |
| CN203856100U (en) | Environment-friendly energy-saving cast-in-place heat-insulating composite exterior wall system | |
| CN112324009A (en) | Precast concrete hollow heat-insulation wall structure and construction process | |
| CN104047381B (en) | Assembled integral rare-reinforcement concrete shear wall structure | |
| CN206957042U (en) | Light composite heat insulation outer wall plate and particular manufacturing craft | |
| SI24399A (en) | Process of installing a load-bearing wall with bilateral thermal insulation | |
| CN104831857A (en) | Prefabricated aerated concrete plate or block | |
| CN104234418A (en) | Early removal formwork for fabrication of reinforced concrete beams and construction method thereof | |
| CN207660170U (en) | A kind of hollow type precast concrete interior wall harden structure | |
| CN206737125U (en) | Low energy consumption prefabricated buildings | |
| CN101906840A (en) | Cast-in-place reinforced concrete embedded composite multi-ribbed energy-saving floor structure system | |
| EP3719229B1 (en) | Concrete floor panel, method of production of such panel and floor made of this panel | |
| CN216075654U (en) | Composite heat-insulation plate structure and wall structure comprising same | |
| CN214144234U (en) | Precast concrete hollow heat-insulation wall structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| OO00 | Grant of patent |
Effective date: 20150120 |
|
| KO00 | Lapse of patent |
Effective date: 20170216 |