SE450572B - Drainage installation constructional material - Google Patents

Drainage installation constructional material

Info

Publication number
SE450572B
SE450572B SE8303667A SE8303667A SE450572B SE 450572 B SE450572 B SE 450572B SE 8303667 A SE8303667 A SE 8303667A SE 8303667 A SE8303667 A SE 8303667A SE 450572 B SE450572 B SE 450572B
Authority
SE
Sweden
Prior art keywords
plastic
pipes
parts
cement
sand
Prior art date
Application number
SE8303667A
Other languages
Swedish (sv)
Other versions
SE8303667D0 (en
SE8303667L (en
Inventor
Rolf Borje Jonny Rola Blomgren
Original Assignee
Rolf Borje Jonny Rola Blomgren
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Rolf Borje Jonny Rola Blomgren filed Critical Rolf Borje Jonny Rola Blomgren
Priority to SE8303667A priority Critical patent/SE450572B/en
Publication of SE8303667D0 publication Critical patent/SE8303667D0/en
Publication of SE8303667L publication Critical patent/SE8303667L/en
Publication of SE450572B publication Critical patent/SE450572B/en

Links

Classifications

    • C—CHEMISTRY; METALLURGY
    • C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B38/00—Porous mortars, concrete, artificial stone or ceramic ware; Preparation thereof
    • C04B38/0003—Porous mortars, concrete, artificial stone or ceramic ware; Preparation thereof containing continuous channels, e.g. of the "dead-end" type or obtained by pushing bars in the green ceramic product
    • C—CHEMISTRY; METALLURGY
    • C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B16/00—Use of organic materials as fillers, e.g. pigments, for mortars, concrete or artificial stone; Treatment of organic materials specially adapted to enhance their filling properties in mortars, concrete or artificial stone
    • C04B16/04—Macromolecular compounds
    • C—CHEMISTRY; METALLURGY
    • C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B18/00—Use of agglomerated or waste materials or refuse as fillers for mortars, concrete or artificial stone; Treatment of agglomerated or waste materials or refuse, specially adapted to enhance their filling properties in mortars, concrete or artificial stone
    • C04B18/04—Waste materials; Refuse
    • C04B18/18—Waste materials; Refuse organic
    • C04B18/20—Waste materials; Refuse organic from macromolecular compounds
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W30/00—Technologies for solid waste management
    • Y02W30/50—Reuse, recycling or recovery technologies
    • Y02W30/91—Use of waste materials as fillers for mortars or concrete

Landscapes

  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Ceramic Engineering (AREA)
  • Materials Engineering (AREA)
  • Structural Engineering (AREA)
  • Organic Chemistry (AREA)
  • Environmental & Geological Engineering (AREA)
  • Civil Engineering (AREA)
  • Curing Cements, Concrete, And Artificial Stone (AREA)
  • Compositions Of Macromolecular Compounds (AREA)

Abstract

Material comprises mixt. of cement, store, sand and granulated plastic. The vol. of plastic is 30-60%. The plastic material is granulated waste worked plastic of varying compn. The main component is PVC but there can be a smaller quanlity of rubber.

Description

ZS 40 450 572 Z av infiltrationsrör har några olika blandningar provats. ZS 40 450 572 Z of infiltration pipes, some different mixtures have been tried.

I ett första prov tillverkades rör av en blandning volym- mässigt innehållande cirka 25% cement, cirka l2,5% sand, cirka l2,5% sten med en storlek av 4 till 8 mm och cirka 50% granule- rat plastskrot.In a first sample, pipes were made from a mixture by volume containing about 25% cement, about l2.5% sand, about l2.5% stone with a size of 4 to 8 mm and about 50% granulated plastic scrap.

I ett andra prov tillverkades rör med samma volymmässiga innehåll som í det första men det ingående stenmaterialet hade här en storlek av 8 till 12 mm.In a second sample, pipes with the same volume content as in the first were manufactured, but the constituent stone material here had a size of 8 to 12 mm.

I ett tredje prov tillverkades rör av en blandning volym- mässigt innehållande cirka två delar cement, en halv del sand, 2,5 delar sten med en storlek av 8 till 12 mm och 2,5 delar granulerat plastskrot.In a third sample, pipes were made from a mixture by volume containing about two parts cement, half a part sand, 2.5 parts stone with a size of 8 to 12 mm and 2.5 parts granular plastic scrap.

De så framställda rören undersöktes dels med avseende på vatteninfiltrationsförmågan och dels med avseende på tryck- hällfastheten, och jämfördes med nu använda rör. Vatteninfiltra- tionsförmâgan fanns vara mycket god och fullt jämförbar med den hos de i detta avseende bästa förekommande rören. Rör fram- ställda av byggnadsmaterialet enligt uppfinningen var mindre känsliga för l marken förekommande föroreningar och sattes inte igen lika lätt som andra typer av rör. Detta är förmodligen ett resultat av att rören framställda enligt uppfinningen har lika stor infiltrationsförmåga över hela ytan, medan andra typer av rör ofta har punktvis infiltration. Vatteninträngningshastig- heten i rören enligt uppfinningen uppgick till mellan 1,8 - 10'4 och 2,0 ^ 10-4 m/s. Tryckhållfastheten hos de med ovannämnda blandningar framställda rören var större än tryckhållfastheten hos tegelrör. Det i rören ingående plastmaterialet ger rören en viss elasticitet varigenom rören även blir mindre frost- känsliga än vanliga betongrör och behöver därför inte läggas lika djupt. Rör framställda av materialet enligt uppfinningen är också lättare, cirka 25 till 30% lättare, än motsvarande vanliga betongrör.The pipes so produced were examined partly with respect to the water infiltration capacity and partly with regard to the compressive strength, and were compared with pipes now used. The water infiltration capacity was found to be very good and fully comparable with that of the pipes that occur best in this respect. Pipes made from the building material according to the invention were less sensitive to contaminants present in the ground and were not clogged as easily as other types of pipes. This is probably a result of the fact that the pipes manufactured according to the invention have the same infiltration capacity over the entire surface, while other types of pipes often have point-by-point infiltration. The water penetration rate in the pipes according to the invention was between 1.8 - 10'4 and 2.0 ^ 10-4 m / s. The compressive strength of the pipes made with the above mixtures was greater than the compressive strength of brick pipes. The plastic material contained in the pipes gives the pipes a certain elasticity, as a result of which the pipes also become less sensitive to frost than ordinary concrete pipes and therefore do not need to be laid as deep. Pipes made from the material according to the invention are also lighter, about 25 to 30% lighter, than the corresponding ordinary concrete pipes.

Det är inte enbart för dräneringsändamäl som rör fram- ställda av materialet enligt uppfinningen är lämpliga att an- vända. Rören kan även användas i motsatt riktning, dvs. för bevattning och även gödsling under markytan, t.ex. för bevatt- ning och gödsling av energiskog där rören då under vissa tider på året användes för bevattnings- och gödslíngsändamål och under andra tider för dräneringsändamål.It is not only for drainage purposes that pipes made of the material according to the invention are suitable to use. The pipes can also be used in the opposite direction, ie. for irrigation and also fertilization under the ground, e.g. for irrigation and fertilization of energy forest where the pipes were then used at certain times of the year for irrigation and fertilization purposes and at other times for drainage purposes.

Såsom nämnts ovan kan materialet enligt uppfinningen även 'ha 450 svâ 3 användas för framställning av trådgårdsplattor och vägbcläggv ningar, speciellt på sådana ställen där man gärna vill att regnvatten skall tränga ner i marken. Med materialet enligt uppfinningen kan man således framställa heltäckande trädgårds- plattor som kan läggas tätt intill träd och buskar utan att man därigenom förhindrar regnvattnets nedträngandc till trädens och buskarnas rötter. Materialet kan även läggas på samma sätt som asfalt så att man får en beläggning tätt in- till träd och buskar.As mentioned above, the material according to the invention can also have 450 sv 3 used for the production of garden tiles and pavements, especially in such places where it is desired that rainwater should penetrate into the ground. With the material according to the invention it is thus possible to produce comprehensive garden tiles which can be laid close to trees and shrubs without thereby preventing the penetration of rainwater into the roots of the trees and shrubs. The material can also be laid in the same way as asphalt so that you get a coating close to trees and shrubs.

Ett ytterligare användningsområde är som dräneringsmate- rial närmast bergväggen i bergtunnlar. Materialet enligt upp- finningen har god vidhäftning mot bergväggar och kan därför sprutas direkt på bergväggen för att bilda underlag för det senare påsprutade täckande betongskiktet.An additional area of use is as a drainage material closest to the rock wall in rock tunnels. The material according to the invention has good adhesion to rock walls and can therefore be sprayed directly on the rock wall to form a substrate for the later sprayed covering concrete layer.

Förutom de ovannämnda användningsmöjligheterna finns åt- skilliga andra där materialet är lämpligt tack vare dess vatten- genomsläpplighet kombinerat med god hållfasthet och elasticitet.In addition to the above-mentioned possibilities of use, there are several others where the material is suitable thanks to its water permeability combined with good strength and elasticity.

Claims (6)

450 572 Patentkrav450 572 Patent claims 1. Byggnadsmaterial av betongtyp, innefattande en blandning av cement, sten, sand och plastmaterial, k ä n n e t e c k n a t a v att materialet har er- hållit vattengenomsläppliga egenskaper genom att mate- rialet innehåller plastmaterialet i granulär form och i en volymandel av 30 till 60%, samt att de i materialet ingående stenarna har en storlek av 4 till 12 mm.Concrete-type building material, comprising a mixture of cement, stone, sand and plastic material, characterized in that the material has obtained water-permeable properties in that the material contains the plastic material in granular form and in a volume fraction of 30 to 60%, and that the stones included in the material have a size of 4 to 12 mm. 2. Byggnadsmaterial enligt krav 1, k ä n n e t e c k - n a t a v att det granulära plastmaterialet är sönder- skurna rester av bearbetade plastmaterial.Building material according to claim 1, characterized in that the granular plastic material is cut remnants of processed plastic materials. 3. Byggnadsmaterial enligt krav 1 eller 2, _ k ä n n e t e c k n a t a v att plastmaterialet även innefattar en mindre mängd gummi.Building material according to claim 1 or 2, characterized in that the plastic material also comprises a small amount of rubber. 4. Byggnadsmaterial enligt något av föregående krav, k ä n n e t e c k'n a t a v att materialet innehåller två delar cement, en del sand, en del sten och fyra delar plastmaterial.Building material according to one of the preceding claims, characterized in that the material contains two parts cement, one part sand, one part stone and four parts plastic material. 5. Byggnadsmaterial enligt något av kraven 1 till 3, k ä n n e t e c k n a t a v att materialet innehåller fyra delar cement, en del sand, fem delar sten med en storlek av 8 till 12 mm samt fem delar plastmaterial.Building material according to one of Claims 1 to 3, characterized in that the material contains four parts of cement, one part of sand, five parts of stone with a size of 8 to 12 mm and five parts of plastic material. 6. Användning av byggnadsmaterial enligt något av kraven 1 till 5, med en blandning av cement, sand, sten i storlekar 4 till 12 mm samt 30 till 60 volymprocent plast- material i granulär form, k ä n n e t e c k nna d a v att materialet användes för framställning av produkter med vattengenomsläppliga egenskaper, såsom dränerings- eller infíltrationsrör, trädgårdsplattor eller gatubeläggningar. 'MUse of building materials according to any one of claims 1 to 5, with a mixture of cement, sand, stone in sizes 4 to 12 mm and 30 to 60% by volume of plastic material in granular form, characterized in that the material is used for production of products with water-permeable properties, such as drainage or infiltration pipes, garden tiles or street coverings. 'M
SE8303667A 1983-06-27 1983-06-27 Drainage installation constructional material SE450572B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
SE8303667A SE450572B (en) 1983-06-27 1983-06-27 Drainage installation constructional material

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
SE8303667A SE450572B (en) 1983-06-27 1983-06-27 Drainage installation constructional material

Publications (3)

Publication Number Publication Date
SE8303667D0 SE8303667D0 (en) 1983-06-27
SE8303667L SE8303667L (en) 1984-12-28
SE450572B true SE450572B (en) 1987-07-06

Family

ID=20351779

Family Applications (1)

Application Number Title Priority Date Filing Date
SE8303667A SE450572B (en) 1983-06-27 1983-06-27 Drainage installation constructional material

Country Status (1)

Country Link
SE (1) SE450572B (en)

Also Published As

Publication number Publication date
SE8303667D0 (en) 1983-06-27
SE8303667L (en) 1984-12-28

Similar Documents

Publication Publication Date Title
FI851282L (en) FYLLMASSA, TAECKNINGSMATERIAL OCH INGJUTNINGSMATERIAL MED ANVAENDNING AV HYDRAULISKA OCH LATENTHYDRAULISKA BINDEMEDEL.
EA014318B1 (en) Hydrophobic composites and particulates and applications thereof
CN107012992B (en) A kind of construction method of the waterproof integrated system of foam concrete roof heat insulation
KR20060065629A (en) Hydrophobic composites and particulates and application thereof
Seaward Lower plants and the urban landscape
CA1262649A (en) Method of constructing water-permeable sportssurface and the like
CN203939190U (en) Roof garden
SE450572B (en) Drainage installation constructional material
Moeyersons et al. Holocene environmental changes in the Gebel Umm Hammad, Eastern Desert, Egypt
JPH02157302A (en) Permeable cement concrete board
KR100217947B1 (en) Water permeable concrete paving method
JPH10110454A (en) Rainwater storage device using water permeable material in upper part thereof and using method of stored water
KR100716191B1 (en) Reclaimed type infiltration facilities containing lightweight aggregate
Liu et al. Characteristics of surface runoff and throughflow in a purple soil of Southwestern China under various rainfall events
US1614348A (en) Terra-caoutchouc block
KR200286104Y1 (en) Elasticity concreate block having water hole utilize by recycled rubber
KR20020003337A (en) permeable asphalt
JPS6125855B2 (en)
Gwynne Terraced highway side slopes in loess, southwestern Iowa
KR950006734B1 (en) Water permeable sidewalk asphalt mixture
Voronin et al. Structuring of nanomodified concrete cured in different temperature and humidity conditions
ES362225A1 (en) Material for covering roofs and soil and contng a
Stanca Waterproofing Rehabilitation of Platform Roofs
DE59910876D1 (en) Process for the integral coverage of landfills
Hill International Forum on Appropriate Industrial Technology Held at New Delhi/Anand, India on November 20-30, 1978. Opportunities for Technical Co-Operation between Developing Countries for Producing Building Materials

Legal Events

Date Code Title Description
NAL Patent in force

Ref document number: 8303667-3

Format of ref document f/p: F