NO763301L - PROCEDURE FOR MANUFACTURE OF REINFORCED WALL OR FOUNDATION - Google Patents
PROCEDURE FOR MANUFACTURE OF REINFORCED WALL OR FOUNDATIONInfo
- Publication number
- NO763301L NO763301L NO763301A NO763301A NO763301L NO 763301 L NO763301 L NO 763301L NO 763301 A NO763301 A NO 763301A NO 763301 A NO763301 A NO 763301A NO 763301 L NO763301 L NO 763301L
- Authority
- NO
- Norway
- Prior art keywords
- plates
- wall
- foundation
- reinforced
- formwork
- Prior art date
Links
- 238000004519 manufacturing process Methods 0.000 title claims abstract description 7
- 238000000034 method Methods 0.000 title claims abstract description 7
- 239000004567 concrete Substances 0.000 claims description 9
- 238000010276 construction Methods 0.000 claims description 9
- 238000009415 formwork Methods 0.000 claims description 8
- 238000005253 cladding Methods 0.000 claims description 7
- 239000000463 material Substances 0.000 claims description 5
- 239000004033 plastic Substances 0.000 claims description 5
- 230000002787 reinforcement Effects 0.000 claims description 5
- 230000003014 reinforcing effect Effects 0.000 claims description 5
- 150000001875 compounds Chemical class 0.000 claims description 3
- 239000011505 plaster Substances 0.000 claims description 3
- 229920006328 Styrofoam Polymers 0.000 description 2
- 239000006260 foam Substances 0.000 description 2
- 229910052602 gypsum Inorganic materials 0.000 description 2
- 239000010440 gypsum Substances 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 239000008261 styrofoam Substances 0.000 description 2
- 238000004026 adhesive bonding Methods 0.000 description 1
- 238000005352 clarification Methods 0.000 description 1
- 238000001035 drying Methods 0.000 description 1
- 239000002985 plastic film Substances 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
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
- E04B2/842—Walls made by casting, pouring, or tamping in situ by projecting or otherwise applying hardenable masses to the exterior of a form leaf
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/0007—Base structures; Cellars
-
- 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
- E04B2/842—Walls made by casting, pouring, or tamping in situ by projecting or otherwise applying hardenable masses to the exterior of a form leaf
- E04B2/845—Walls made by casting, pouring, or tamping in situ by projecting or otherwise applying hardenable masses to the exterior of a form leaf the form leaf comprising a wire netting, lattice or the like
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Rod-Shaped Construction Members (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
Fremgangsmåte for fremstilling av armert vegg eller grunnmurProcedure for manufacturing reinforced wall or foundation wall
Description
Det kjennes fra tidligere et stort antall forslag til oppbygging av armerte vegger eller grunnmurer ved hjelp av hensiktsmessig forskaling og betongstop som fortrinnsvis er armert. Likeledes har man foreslått å anvende hensiktsmessige blokkelementer, eventuelt i kombinasjon med kledning på en eller begge sider. A large number of proposals for the construction of reinforced walls or foundations using appropriate formwork and concrete stops, which are preferably reinforced, are known from the past. It has also been proposed to use appropriate block elements, possibly in combination with cladding on one or both sides.
Fra norsk patentsøknad nr. 75.3720 er det kjent en fremgangsmåte hvor det oppstilles og avstottes en grunnmurens indre kledning dannende forskaling av platemateriale, hvorpå der inntil dennes utside bygges opp en mur av hensiktsmessige blokker, hvilke legges som vertikale soyler med innbyrdes mellomrom, således at det dannes vertikale frie kanaler mellom nevnte soyler, i hvilke kanaler derpå innlegges hensiktsmessig armering, og kanalene fylles så med stopemasse til dannelse av vertikale stotter. From Norwegian patent application no. 75.3720, a method is known in which a formwork of plate material forming the inner lining of the foundation wall is set up and supported, on which a wall of suitable blocks is built up to the outside, which are laid as vertical pillars with spaces between them, so that vertical free channels are formed between said pillars, in which channels suitable reinforcement is then inserted, and the channels are then filled with stoping compound to form vertical supports.
Som blokker anvendes lettbetongmateriale eller lignende, og stopemassen er betong, og den indre forskaling utgjorés av enhetlige plater av poreplast med gipskledhing. Over toppen av soylerek-kene legges armeringselementer som innstopes i en fortlopende horisontal bjelke av betong enhetlig med de vertikale stotter. Blokkene bygges opp på en såle av armert betong, fortrinnsvis enhetlig med betongen i soylene og bjelken, og armeringen i sålen, soylene og toppbjeiken er innbyrdes forbundet. As blocks, lightweight concrete material or similar is used, and the stoping compound is concrete, and the internal formwork is made of uniform sheets of aerated plastic with plaster cladding. Reinforcing elements are placed above the top of the soil rows, which are inserted into a continuous horizontal beam made of concrete uniformly with the vertical supports. The blocks are built on a base of reinforced concrete, preferably uniform with the concrete in the pillars and beam, and the reinforcement in the base, pillars and top beam is interconnected.
Den foreliggende oppfinnelse har til formål å tilveiebringe enThe present invention aims to provide a
ny og fordelaktig fremgangsmåte for fremstilling av en armert vegg eller grunnmur, hvorved man på en rask og enkel måte kan tilveiebringe en konstruksjon som har såvel den onskede isolerende evne som styrke, slik at konstruksjonen kan bære vesentlige belastninger både i vertikal og horisontal retning. new and advantageous method for the production of a reinforced wall or foundation wall, whereby one can quickly and easily provide a structure that has both the desired insulating ability and strength, so that the structure can bear significant loads both in vertical and horizontal direction.
Til oppnåelse av dette foreslås det ifolge oppfinnelsen en fremgangsmåte som er nærmere definert i de etterfølgende patentkrav. To achieve this, according to the invention, a method is proposed which is further defined in the subsequent patent claims.
Til nærmere belysning av fremgangsmåten skal denne beskrives i det etterfølgende under henvisning til tegningen, hvor det til illustrasjon av oppfinnelsen skjematisk er vist et utsnitt av en armert vegg eller grunnmur bygget etter oppfinnelsens prin-sipp. For further clarification of the method, this will be described below with reference to the drawing, where a section of a reinforced wall or foundation built according to the principle of the invention is schematically shown to illustrate the invention.
Fig. 1 viser således en del av en armert vegg eller grunnmur sett perspektivisk, og med et parti bortskåret for tydeligere å vise konstruksjonens oppbygning. Fig. 2 viser et tverrsnitt gjennom et stykke av konstruksjonen. : Ved fremstilling av den på tegningen viste konstruksjon reiser man opp og avstotter plateelementer, som i nærværende eksempel er vist som poreplastplateelementer med en kjerne 1 av poreplast som på begge sider er kledd med gips eller gipsplater 2, 2f. Disse plater vil danne konstruksjonens indre kledning. Plateelementene er på sin utside, dvs. på gipsplatens 2' utside, forsynt med pla-teformede elementer 3, f.eks. av isopor eller styropor, hvilke plater 3 er festet til gipsplaten 2' ved klebing eller på annen måte. Platene 3 har en utstrekning i hoyderetningen som er en del mindre enn nevnte plateelement 1, 2, 2'. Dette fremgår ty-delig av fig. 1. Nevnte plater 3 er festet med jevne mellomrom i nevnte plateelements lengderetning, slik det fremgår av fig. 1. Således dannes det åpninger mellom hosliggende plater 3, og likeledes vil det som nevnt dannes horisontale klaringer såvel ved ovre som nedre kant av.nevnte plater 3, slik det fremgår av fig. 1. Nevnte klaringer og åpninger danner foringer for armeringsjern 4, slik.det fremgår av fig. 1. Fig. 1 thus shows a part of a reinforced wall or foundation wall seen in perspective, and with a part cut away to show the structure of the structure more clearly. Fig. 2 shows a cross-section through a piece of the construction. : When producing the construction shown in the drawing, plate elements are raised and supported, which in the present example are shown as foam plastic sheet elements with a core 1 of foam plastic which is covered on both sides with gypsum or gypsum boards 2, 2f. These plates will form the construction's inner cladding. The plate elements are on their outside, i.e. on the outside of the plasterboard 2', provided with plate-shaped elements 3, e.g. of styrofoam or styrofoam, which plates 3 are attached to the plasterboard 2' by gluing or in some other way. The plates 3 have an extent in the vertical direction which is somewhat smaller than said plate element 1, 2, 2'. This is clear from fig. 1. Said plates 3 are attached at regular intervals in said plate element's longitudinal direction, as can be seen from fig. 1. Openings are thus formed between adjacent plates 3, and likewise, as mentioned, horizontal clearances will be formed both at the upper and lower edges of the said plates 3, as can be seen from fig. 1. Said clearances and openings form liners for rebar 4, as shown in fig. 1.
Utenfor den frittliggende overflaten av platen 3 legges det et armeringsnett 5, slik det fremgår av fig. 1. Dette armeringsnett bor fortrinnsvis ligge i en viss avstand fra platene 3. Outside the detached surface of the plate 3, a reinforcing mesh 5 is laid, as can be seen from fig. 1. This reinforcing mesh should preferably be located at a certain distance from the plates 3.
Betong 6 sproytes så på veggen eller grunnmuren og vil trenge inn i nevnte foringer og omslutte såvel nevnte armeringsjern 4 som armeringsnettet 5, slik det også fremgår av fig. 2. Concrete 6 is then sprayed onto the wall or foundation and will penetrate into said linings and enclose both said rebar 4 and the reinforcing mesh 5, as is also evident from fig. 2.
Ved konstruksjonen ifolge oppfinnelsen anvendes det således en hurtigtorrende påsproytbar betong, hvilket gjor det enkelt for bl.a. selvbyggere å lage en armert vegg eller i særdeleshet grunnmur som kan tåle såvel store vertikale som horisontale belastninger, f.eks. fra jordmasser på utsiden av grunnmuren. In the construction according to the invention, a quick-drying sprayable concrete is thus used, which makes it easy for, among other things, self-builders to create a reinforced wall or, in particular, a foundation wall that can withstand both large vertical and horizontal loads, e.g. from soil masses on the outside of the foundation wall.
Ved den foreliggende oppfinnelse er det således ikke behov for noen ytre forskaling, det oppnås en konstruksjon som er lett å fremstille og forbruket av betong er redusert i forhold til van-lige grunnmurer, idet foringene for armeringsjernene 4 danner henholdsvis bjelker og soyler i en ellers enhetlig konstruksjon. With the present invention, there is thus no need for any external formwork, a construction is achieved that is easy to manufacture and the consumption of concrete is reduced compared to ordinary foundation walls, as the liners for the rebars 4 respectively form beams and columns in an otherwise uniform construction.
Det vil forstås at det på tegningen og ovenfor beskrevne eksempel av en armert vegg eller grunnmur ifolge oppfinnelsen kan modifi-seres på mange måter innenfor oppfinnelsens ramme. Således kan andre plateelementer enn de nevnte beskrevne gipsplater med mel-lomliggende poreplast anvendes som innvendig forskaling og kledning. Likeledes står man fritt i valg av materiale hva angår platene 3. Det vil videre forstås at oppfinnelsen ikke er begrenset til fremstilling av armerte vegger og grunnmurer, men også kan anvendes til fremstilling av armerte tak og gulv. It will be understood that the drawing and above described example of a reinforced wall or foundation wall according to the invention can be modified in many ways within the scope of the invention. Thus, board elements other than the above-mentioned plaster boards with interspersed porous plastic can be used as internal formwork and cladding. Likewise, one is free to choose the material with regard to the plates 3. It will further be understood that the invention is not limited to the production of reinforced walls and foundations, but can also be used for the production of reinforced roofs and floors.
Claims (2)
Priority Applications (22)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
NO763301A NO763301L (en) | 1976-09-27 | 1976-09-27 | PROCEDURE FOR MANUFACTURE OF REINFORCED WALL OR FOUNDATION |
IE1925/77A IE45689B1 (en) | 1976-09-27 | 1977-09-21 | Method of erecting a building structure such as a house |
AU29020/77A AU509735B2 (en) | 1976-09-27 | 1977-09-22 | Building construction |
CA287,372A CA1081987A (en) | 1976-09-27 | 1977-09-23 | Method for making a reinforced wall or foundation |
DE19772743037 DE2743037A1 (en) | 1976-09-27 | 1977-09-24 | METHOD OF CREATING A REINFORCED WALL OR FOUNDATION WALL |
PT67077A PT67077B (en) | 1976-09-27 | 1977-09-26 | Method for making a reinforced wall or foundation |
CH1174377A CH627506A5 (en) | 1976-09-27 | 1977-09-26 | METHOD OF BUILDING A HOUSE. |
AT685577A AT362310B (en) | 1976-09-27 | 1977-09-26 | METHOD FOR BUILDING A HOUSE OR THE LIKE. |
IT27937/77A IT1087545B (en) | 1976-09-27 | 1977-09-26 | METHOD FOR BUILDING A REINFORCED WALL OR FOUNDATION |
JP11479577A JPS5348319A (en) | 1976-09-27 | 1977-09-26 | Shaping method of strengthened wall or foundation |
LU78178A LU78178A1 (en) | 1976-09-27 | 1977-09-26 | |
NL7710499A NL7710499A (en) | 1976-09-27 | 1977-09-26 | PROCEDURE FOR THE MANUFACTURE OF A TEXTURED WALL OR FOUNDATION. |
NZ185271A NZ185271A (en) | 1976-09-27 | 1977-09-26 | Foundation for house |
ES462954A ES462954A1 (en) | 1976-09-27 | 1977-09-26 | Method for making a reinforced wall or foundation |
GB40038/77A GB1568730A (en) | 1976-09-27 | 1977-09-26 | Method of erecting a building structure such as a house |
US05/836,460 US4136499A (en) | 1976-09-27 | 1977-09-26 | Method for making a reinforced wall or foundation |
GR54428A GR63753B (en) | 1976-09-27 | 1977-09-26 | Process for the construction of a strength wall or foundation |
FR7729015A FR2365669A1 (en) | 1976-09-27 | 1977-09-27 | WALL OR FOUNDATION CONSTRUCTION PROCESS |
BE181225A BE859083A (en) | 1976-09-27 | 1977-09-27 | PROCESS FOR MAKING A WALL OR AN ARMED FOUNDATION |
FI772845A FI60427C (en) | 1976-09-27 | 1977-09-27 | FOERFARANDE FOER BYGGANDE AV ETT HUS ELLER LIKNANDE |
DK426477A DK146164C (en) | 1976-09-27 | 1977-09-27 | PROCEDURE FOR BUILDING A HOUSE OR SIMILAR BUILDING WITH AT LEAST TWO FLOORS |
IL53007A IL53007A0 (en) | 1976-09-27 | 1977-09-28 | Method for making a reinforced wall or foundation |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
NO763301A NO763301L (en) | 1976-09-27 | 1976-09-27 | PROCEDURE FOR MANUFACTURE OF REINFORCED WALL OR FOUNDATION |
Publications (1)
Publication Number | Publication Date |
---|---|
NO763301L true NO763301L (en) | 1978-03-29 |
Family
ID=19883113
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
NO763301A NO763301L (en) | 1976-09-27 | 1976-09-27 | PROCEDURE FOR MANUFACTURE OF REINFORCED WALL OR FOUNDATION |
Country Status (2)
Country | Link |
---|---|
BE (1) | BE859083A (en) |
NO (1) | NO763301L (en) |
-
1976
- 1976-09-27 NO NO763301A patent/NO763301L/en unknown
-
1977
- 1977-09-27 BE BE181225A patent/BE859083A/en not_active IP Right Cessation
Also Published As
Publication number | Publication date |
---|---|
BE859083A (en) | 1978-01-16 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US2825221A (en) | Wall embodying masonry panels | |
CN103797197B (en) | Pre-casting integral wall and the building structure of floor | |
CN204728545U (en) | A kind of building energy conservation integral structure utilizing steel reticulate body to be formed | |
CN206385801U (en) | Outer wall of basement single side formwork exterior sheathing | |
CN104674995A (en) | Steel meshed body for building energy-saving integration | |
NO763301L (en) | PROCEDURE FOR MANUFACTURE OF REINFORCED WALL OR FOUNDATION | |
US4227357A (en) | Construction blocks | |
US4136499A (en) | Method for making a reinforced wall or foundation | |
GB803484A (en) | Improvements in or relating to structural building units | |
RU215721U1 (en) | Formwork for I-beams and T-beams | |
EP3719229A1 (en) | Concrete floor panel, method of production of such panel and floor made of this panel | |
CN204326320U (en) | A kind of lightweight fireproof insulating body of wall | |
GB1448275A (en) | Reinforced blockwork structure | |
NO764029L (en) | ||
CN102493585A (en) | Lightweight steel construction roof | |
NO753720L (en) | ||
CN101016772B (en) | Cavity component | |
CN100467777C (en) | Hollow component | |
CN100427694C (en) | Cavity component | |
CN100560897C (en) | A kind of Cavity structural member | |
GB884553A (en) | Improvements in or relating to concrete ceiling or floor structures | |
CN100381663C (en) | Hollow component | |
CN100434613C (en) | Cavity member | |
CN100381661C (en) | Hollow component | |
SU140190A1 (en) | Stone Wall Form |