SE444335B - Procedure and form element for the production of a heat and water isolating transition between a pourable concrete foundation and the limiting exterior sides of the same - Google Patents
Procedure and form element for the production of a heat and water isolating transition between a pourable concrete foundation and the limiting exterior sides of the sameInfo
- Publication number
- SE444335B SE444335B SE8006240A SE8006240A SE444335B SE 444335 B SE444335 B SE 444335B SE 8006240 A SE8006240 A SE 8006240A SE 8006240 A SE8006240 A SE 8006240A SE 444335 B SE444335 B SE 444335B
- Authority
- SE
- Sweden
- Prior art keywords
- insulating
- foot part
- foundation
- transition
- heat
- Prior art date
Links
- 230000007704 transition Effects 0.000 title claims abstract description 11
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 10
- 238000000034 method Methods 0.000 title claims abstract 7
- 238000004519 manufacturing process Methods 0.000 title description 2
- 238000005266 casting Methods 0.000 claims abstract description 15
- 239000000463 material Substances 0.000 claims abstract description 10
- 150000001875 compounds Chemical class 0.000 claims abstract description 4
- 239000011505 plaster Substances 0.000 claims description 5
- 239000011248 coating agent Substances 0.000 claims description 4
- 238000000576 coating method Methods 0.000 claims description 4
- 239000003562 lightweight material Substances 0.000 claims 2
- 238000000465 moulding Methods 0.000 claims 1
- 239000007787 solid Substances 0.000 description 2
- 230000006978 adaptation Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000005265 energy consumption Methods 0.000 description 1
- 239000011810 insulating material Substances 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 238000005498 polishing Methods 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 238000007493 shaping process Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/01—Flat foundations
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/01—Flat foundations
- E02D27/013—Shuttering specially adapted therefor
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Building Environments (AREA)
- Foundations (AREA)
- Roof Covering Using Slabs Or Stiff Sheets (AREA)
Abstract
Description
8006240-9 tillföres pà den sidan om elementet, som är vänd från sagda elements utsida, till kontakt med insida av en ifrågavarande yttre kantelementskiva samt inátvända mellan mark och gjutmassa isolerande fotdelparti. ' Ett formelement enligt föreliggande uppfinning, som innefattar ett antal från en fotdel uppåt utskjütande kant- p elementskivor, kännetecknas därav, att såväl fotdelen som ifrågavarande med densamma fast integrerade kantelementskivor är framställda av ett isolerande och vattentätt lätt material, som uppvisar förmåga att klara höga tryckspänningar och ge ringa__ deformation, att den skiva, som är belägen längst ut från en avsedd grund uppvisar en utvändig putsbeläggning, samt att fotfi delen vid övergången till sagda yttre kantelementskiva sträcker sig såväl inåt mot, som utåt från grunden med ett parti, vilket fungerar dels som sidostöd för elementet och dels som en horison- tellt verkande värme- och vattenisolerande övergång. f Uppfinningen beskrives nedan såsom ett antal föredragna utföringsexempel, varvid hänvisas till de bifogade ritningarna på vilka , ' fig 1-3 visar ett första utföringsexempel av ett formelement att användas vid framställning av en grund av betong, och ' fig 4-6 visar ett formelement som lämpar sig att användas vid framställning av en handikappanpassad grund. 8006240-9 is applied on the side of the element, which is turned from the outside of said element, to contact with the inside of the outer edge element plate in question and inverted between ground and casting mass insulating foot part portion. A mold element according to the present invention, which comprises a number of edge plates projecting upwards from a foot part, is characterized in that both the foot part and the edge element plates in question are made of an insulating and waterproof light material which has the ability to withstand high compressive stresses and give slight deformation, that the disc, which is located furthest from an intended base, has an external plaster coating, and that the foot part at the transition to said outer edge element board extends both inwards towards and outwards from the base with a portion, which works partly as a side support for the element and partly as a horizontally acting heat and water insulating transition. The invention is described below as a number of preferred embodiments, with reference to the accompanying drawings, in which, Figs. 1-3 show a first embodiment of a mold element to be used in the manufacture of a concrete foundation, and Figs. 4-6 show a mold element which is suitable for use in the preparation of a disability-adapted foundation.
Kantelement 2 enligt föreliggande uppfinning som bl a fungerar som form vid gjutning av en betongbottenplatta 9, är vatten- och värmeisolerande både vertikalt och horisontellt.Edge element 2 according to the present invention, which among other things functions as a mold when casting a concrete base plate 9, is water and heat insulating both vertically and horizontally.
De kan uppbära vertikala laster, som t ex väggar och grundtryck.They can carry vertical loads, such as walls and base pressures.
De är självbärande och lätta att arbeta med och kan brukas enkelt genom att de kan uppställas pà en avjämnad schaktbotten 1. Sagda kantelement 2 kan pá dess utsida och ovansida vara försedd med en beläggning av puts 3, för att slippa efterbe- handling vid uppställningsplatsen. Kantelementen 2 är utförda av värmeisolerande, hállfast och lätt material, som ger önskade egenskaper och är så utformade att de kan upptaga last av erhållet tryck 5 från betongen vid gjutningen. p “De fungerar således som en stödmur av höghållfast material och kräver ingen stöttning av stolpar i marken eller fastmurning. 3 ßoo624o~9 k Kantelementens värmeisolerande botten 4 och sida är tillverkade av ett material som klarar höga tryckspänningar med ytterst ringa deformation. Detta åstadkommas med ett hög- hållfast värmeisolerande material. Elementens vertikala sida kan likaledes bära laster från ovanliggande väggar och marktryck.They are self-supporting and easy to work with and can be used easily in that they can be set up on a leveled shaft bottom 1. Said edge element 2 can be provided on its outside and top with a coating of plaster 3, to avoid finishing at the set-up site. The edge elements 2 are made of heat-insulating, semi-solid and light material, which give the desired properties and are designed so that they can absorb loads of pressure obtained from the concrete during casting. p “They thus function as a retaining wall of high-strength material and do not require any support of posts in the ground or solid masonry. 3 ßoo624o ~ 9 k The heat-insulating bottom 4 and side of the edge elements are made of a material that can withstand high compressive stresses with extremely low deformation. This is achieved with a high-strength heat-insulating material. The vertical side of the elements can likewise carry loads from the walls above and ground pressure.
Putsning erfordras således ej för att öka hàllfastheten. Detta kan utföras i efterhand. Elementen monteras och viss motfyllning 8 utföres på utsidan. Därefter sker betonggjutning av grundplat- tan 9. Tack vare elementens konstruktion kan formtrycket 5 klaras genom dess funktion som stödmur. Ingen fastgjutning erfordras mot botten 1. Värmeisolering erhålles nu även under grundbalkenL Elementen är lätta och i längder pá 2;5 m. De kan ha en klar ytteryta av puts 3. Elementen består av högisolerande och vattentätt material och fungerar som form vid gjutningen.Thus, polishing is not required to increase the strength. This can be done afterwards. The elements are mounted and some backfilling 8 is performed on the outside. Thereafter, concrete casting of the base plate 9 takes place. Thanks to the construction of the elements, the mold pressure 5 can be managed through its function as a retaining wall. No casting is required towards the bottom 1. Thermal insulation is now also obtained under the foundation beamL The elements are light and in lengths of 2; 5 m. They can have a clear outer surface of plaster 3. The elements consist of highly insulating and waterproof material and act as a mold during casting.
Tack vare uppfinningen kan kantbalkar framställas enklare och snabbare än tidigare eftersom arbetsinsatsen blir ringa. Inga stöd behöver drivas ner i marken eller alternativt fastmurning på marken.Thanks to the invention, edge beams can be produced easier and faster than before because the work effort is small. No supports need to be driven into the ground or alternatively fastening to the ground.
Genom element 2 enligt uppfinningen kan grund- balkarnas grundläggningsdjup minskas och dräneringsskiktet l minskas. Grundbalken erhåller en helt värmeisolerad och vatten- isolerad omkrets mot utsida och mark. Detta ger en bättre funktion och lägre energiförbrukning samt varmare golv.Through element 2 according to the invention, the foundation depth of the foundation beams can be reduced and the drainage layer 1 can be reduced. The foundation beam receives a completely heat-insulated and water-insulated perimeter towards the outside and ground. This provides a better function and lower energy consumption as well as warmer floors.
Grundläggningskostnaden minskar genom förenklad och minskad schakt. F _ _ Tack vare att elementen 2 har både värme- och vattenisolerande egenskaper kan markytan 1A förläggas på en god- tycklig nivå. Om marknivån 1A lägges pà samma nivå som niván för golvet 10 erhålles handikappanpassning på ett mycket enkelt sätt. .The foundation cost is reduced through simplified and reduced shafts. F _ _ Thanks to the fact that the elements 2 have both heat and water insulating properties, the ground surface 1A can be placed at an arbitrary level. If the ground level 1A is laid at the same level as the level of the floor 10, handicap adaptation is obtained in a very simple way. .
Uppfinningens bärande idé är således att form- sättning kan ske med formelement 2 enligt uppfinningen utan hjälp av stöttor eller bruk. Samtidigt erhålles en värme- och vattenisolerad samt lastbarande grundbalk.The basic idea of the invention is thus that shaping can take place with mold element 2 according to the invention without the aid of supports or mortar. At the same time, a heat- and water-insulated and load-bearing foundation beam is obtained.
Elementen 2 kan vidare vara formgjutna eller tillverkade av hoplimmade standardskivor.The elements 2 can furthermore be molded or made of glued-together standard boards.
Genom att utföra kantbalkar enligt fig 4-6 kan, erhållas en färdig bentongbalk mot utsidan som ej behöver putsas. Uppfinningen redovisas nedan genom utföringsexempel. Ett 8006240-9 lastbärande, isolerande formsättningselement 12 medjtvå vertikala skänkelformade skivor 13 och 14 förenade till bottenskivan 15 placeras pà marken 16. På insidan av skivan 12 kan finnas ett medel 17 anbragt som minskar vidhäftning mot betong. Elementet 12 kringfyllas med dränerande material 18 som stabiliserar 12 mot ev sidoförskjutningar. Därefter gjuts betong 19 mellan skänklarna 13 och 14 samt själva betongplattan 20. Efter det att betongen 19 härdat rivs ett parti 21 bort till en höjd som ger en synlig sockel av enbart betong över färdig markyta 22.By making edge beams according to Figs. 4-6, a finished benton beam can be obtained towards the outside which does not need to be plastered. The invention is presented below by means of exemplary embodiments. A load-bearing, insulating forming element 12 with two vertical leg-shaped discs 13 and 14 connected to the bottom disc 15 is placed on the ground 16. On the inside of the disc 12 a means 17 can be arranged which reduces adhesion to concrete. The element 12 is refilled with draining material 18 which stabilizes 12 against possible lateral displacements. Then concrete 19 is cast between the legs 13 and 14 and the concrete slab 20 itself. After the concrete 19 has hardened, a portion 21 is torn away to a height which gives a visible base of only concrete over the finished ground surface 22.
Formelement 2; 12 av ovan angivet slag och som uppvisar en fotdel 4; 15 vid övergången mellan elementens yttre, sett från grunden, kantelementskiva, som sträcker sig såväl inåt mot som utåt från grunden, uppställes före gjutningen fritt pà en yta 1; 16 utmed den önskade grundens utsträckning. Motfyllning 8 utföres därefter utmed elementens utsida, varefter gjutmassa 9; 19, 20 för grunden därefter tillföres pá den sidan om elementen 2; 12, som är vänd från elementens utsida, till kontakt med insidan av de yttre kantelementskivorna samt inåtvända mellan mark och gjutmassa isolerande fotdelparti.Form element 2; 12 of the kind indicated above and having a foot part 4; At the transition between the outer of the elements, seen from the ground, edge element plate, which extends both inwards towards and outwards from the ground, is set up freely on a surface 1 before casting; 16 along the extent of the desired foundation. Backfilling 8 is then performed along the outside of the elements, after which casting compound 9; 19, 20 for the primer then applied on that side of the elements 2; 12, which is turned from the outside of the elements, into contact with the inside of the outer edge element boards and inwardly facing between ground and casting mass insulating foot part portion.
Fotdelen 4, 15 hos formelementen 2; 12 kan ut- skjuta i huvudsak rätvinkligt i sidled från nederdelen av resp kantelementskiva 4; 13, 14. 2 V ' Elementen 2 kan uppvisa ett i huvudsak T-formigt tvärsnitt, sett tvärs elementens längdriktning. Taket på sagda "T" är därvid avsett att bilda elementens fotdel 4.The foot part 4, 15 of the mold elements 2; 12 can project substantially at right angles laterally from the lower part of the respective edge element plate 4; 13, 14. 2 V 'The elements 2 can have a substantially T-shaped cross-section, seen across the longitudinal direction of the elements. The roof of said "T" is then intended to form the foot part 4 of the elements.
V Vidare kan en kantelementskiva 13 hos formele- menten 2, 12 uppvisa medel för att möjliggöra att uppbära syll.Furthermore, an edge element disc 13 of the form elements 2, 12 can have means for enabling support to support the sill.
Claims (9)
Priority Applications (4)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
SE8006240A SE444335B (en) | 1980-09-08 | 1980-09-08 | Procedure and form element for the production of a heat and water isolating transition between a pourable concrete foundation and the limiting exterior sides of the same |
NO813048A NO162628C (en) | 1980-09-08 | 1981-09-08 | PROCEDURE AND FORMULATION FOR AA MAKE A HEAT- AND WATER-INSULATING TRANSITION BETWEEN A BASIC PLATE WHICH CAN BE UNDERSTANDED BY CONCRETE AND THE BASED AREA. |
FI812794A FI76613C (en) | 1980-09-08 | 1981-09-08 | FOERFARANDE OCH FORMELEMENT FOER ATT AOSTADKOMMA EN VAERME- OCH VATTENISOLERANDE OEVERGAONG MELLAN EN AV BETONG GJUTBAR GRUNDPLATTA OCH AVGRAENSANDE OMRAODE. |
DK395881A DK395881A (en) | 1980-09-08 | 1981-09-28 | EDGE ELEMENT |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
SE8006240A SE444335B (en) | 1980-09-08 | 1980-09-08 | Procedure and form element for the production of a heat and water isolating transition between a pourable concrete foundation and the limiting exterior sides of the same |
Publications (2)
Publication Number | Publication Date |
---|---|
SE8006240L SE8006240L (en) | 1982-03-09 |
SE444335B true SE444335B (en) | 1986-04-07 |
Family
ID=20341680
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
SE8006240A SE444335B (en) | 1980-09-08 | 1980-09-08 | Procedure and form element for the production of a heat and water isolating transition between a pourable concrete foundation and the limiting exterior sides of the same |
Country Status (4)
Country | Link |
---|---|
DK (1) | DK395881A (en) |
FI (1) | FI76613C (en) |
NO (1) | NO162628C (en) |
SE (1) | SE444335B (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO1991019055A1 (en) * | 1990-05-30 | 1991-12-12 | Soerqvist Stig | A method of erecting a foundation structure for a building substructure |
WO1995000711A1 (en) * | 1993-06-22 | 1995-01-05 | Aaltonen Haakan | Building process and means for performing same |
WO2000061879A1 (en) * | 1999-04-13 | 2000-10-19 | Kai Graugaard | Insulated foundation and floor, and method and means for manufacture thereof |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
SE503185C2 (en) * | 1995-03-22 | 1996-04-15 | Sven Erik Sandberg | Methods and apparatus for building house ground |
-
1980
- 1980-09-08 SE SE8006240A patent/SE444335B/en not_active IP Right Cessation
-
1981
- 1981-09-08 NO NO813048A patent/NO162628C/en unknown
- 1981-09-08 FI FI812794A patent/FI76613C/en not_active IP Right Cessation
- 1981-09-28 DK DK395881A patent/DK395881A/en not_active Application Discontinuation
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO1991019055A1 (en) * | 1990-05-30 | 1991-12-12 | Soerqvist Stig | A method of erecting a foundation structure for a building substructure |
WO1995000711A1 (en) * | 1993-06-22 | 1995-01-05 | Aaltonen Haakan | Building process and means for performing same |
WO2000061879A1 (en) * | 1999-04-13 | 2000-10-19 | Kai Graugaard | Insulated foundation and floor, and method and means for manufacture thereof |
Also Published As
Publication number | Publication date |
---|---|
FI76613B (en) | 1988-07-29 |
NO162628B (en) | 1989-10-16 |
SE8006240L (en) | 1982-03-09 |
NO813048L (en) | 1982-03-09 |
DK395881A (en) | 1982-03-09 |
FI812794L (en) | 1982-03-09 |
FI76613C (en) | 1990-02-14 |
NO162628C (en) | 1990-01-24 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US3740911A (en) | Brick veneer wall construction | |
CN104005502B (en) | A kind of precast light building cover board and industrialized building house floor slab structure | |
ITCT970026A1 (en) | SYSTEM FOR THE CONSTRUCTION OF LOAD-BEARING AND NON-VARIABLE THICKNESS WALLS, INSULATED AND WITH FINISHED PARAMENTS, BY ASSEMBLING A | |
US3956859A (en) | Foundation of a heated building without a cellar | |
CN104074305B (en) | A kind of self-heat conserving decoration integrated Multi-function light concrete composite plates and curtain wall | |
CN203834771U (en) | Prefabricated light floor cover plate and industrial building floor plate structure | |
SE444335B (en) | Procedure and form element for the production of a heat and water isolating transition between a pourable concrete foundation and the limiting exterior sides of the same | |
SE466021B (en) | METHOD FOR THE CONSTRUCTION OF A LAND CONSTRUCTION TO A HOUSE LAND | |
SE470237B (en) | Building wall, procedure for erecting a building wall and elements for such a wall | |
FI60427C (en) | FOERFARANDE FOER BYGGANDE AV ETT HUS ELLER LIKNANDE | |
RU134556U1 (en) | CONNECTION OF BUILDING WALL UNITS | |
DK141514B (en) | Foundations for a heated basement building. | |
EP3153636B1 (en) | A precise walling block | |
US3271497A (en) | Method for producing wall units | |
SU613048A1 (en) | Facing element | |
RU101465U1 (en) | FRAME BUILDING, BUILDING FRAME AND BUILDING WALL | |
CN207376875U (en) | A kind of assembled architecture external insulation wall body structure | |
HU230568B1 (en) | Method for producing building made of reinforced concrete in hot and dry climate zones | |
RU73363U1 (en) | REINFORCED CONCRETE PLATE WITH EMPTINGS | |
CN107217838A (en) | A kind of building structure based on prefabricated reinforced concrete hollow template | |
KR20110004641A (en) | One light weight outer wall fire insulating complex panel and manufacturing method thereof | |
US1397147A (en) | Floor construction | |
RU2617660C2 (en) | Construction element for walls and wall cladding, and method of manufacturing such element | |
US1275345A (en) | Building construction. | |
JPH0668191B2 (en) | Exterior panel manufacturing method |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
NAL | Patent in force |
Ref document number: 8006240-9 Format of ref document f/p: F |
|
NUG | Patent has lapsed |
Ref document number: 8006240-9 Format of ref document f/p: F |