SI9800037A - Pavement plane with rainwater drainage - Google Patents
Pavement plane with rainwater drainage Download PDFInfo
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- SI9800037A SI9800037A SI9800037A SI9800037A SI9800037A SI 9800037 A SI9800037 A SI 9800037A SI 9800037 A SI9800037 A SI 9800037A SI 9800037 A SI9800037 A SI 9800037A SI 9800037 A SI9800037 A SI 9800037A
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- Slovenia
- Prior art keywords
- filler
- voids
- blocks
- binder
- pavement
- Prior art date
Links
- 239000000945 filler Substances 0.000 claims abstract description 44
- 239000011230 binding agent Substances 0.000 claims abstract description 13
- 125000006850 spacer group Chemical group 0.000 claims description 13
- 239000004576 sand Substances 0.000 claims description 10
- 239000011347 resin Substances 0.000 claims description 8
- 229920005989 resin Polymers 0.000 claims description 8
- 239000000853 adhesive Substances 0.000 claims description 6
- 230000001070 adhesive effect Effects 0.000 claims description 6
- 239000012530 fluid Substances 0.000 claims description 6
- 239000000463 material Substances 0.000 claims description 4
- 239000011800 void material Substances 0.000 claims description 4
- 239000010426 asphalt Substances 0.000 claims description 2
- -1 gravel Substances 0.000 claims description 2
- 239000004848 polyfunctional curative Substances 0.000 claims description 2
- 235000019353 potassium silicate Nutrition 0.000 claims description 2
- 238000004064 recycling Methods 0.000 claims description 2
- NTHWMYGWWRZVTN-UHFFFAOYSA-N sodium silicate Chemical compound [Na+].[Na+].[O-][Si]([O-])=O NTHWMYGWWRZVTN-UHFFFAOYSA-N 0.000 claims description 2
- 238000009408 flooring Methods 0.000 claims 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 7
- 239000000203 mixture Substances 0.000 abstract description 6
- 238000000034 method Methods 0.000 abstract description 3
- 239000002245 particle Substances 0.000 abstract description 3
- 239000011449 brick Substances 0.000 description 9
- 239000004033 plastic Substances 0.000 description 4
- 238000010276 construction Methods 0.000 description 3
- 239000007788 liquid Substances 0.000 description 3
- 239000007787 solid Substances 0.000 description 3
- 241001417527 Pempheridae Species 0.000 description 1
- 244000007853 Sarothamnus scoparius Species 0.000 description 1
- 239000000654 additive Substances 0.000 description 1
- 235000019646 color tone Nutrition 0.000 description 1
- 239000011456 concrete brick Substances 0.000 description 1
- 239000012535 impurity Substances 0.000 description 1
- 238000009877 rendering Methods 0.000 description 1
- 239000000758 substrate Substances 0.000 description 1
Classifications
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C5/00—Pavings made of prefabricated single units
- E01C5/005—Individual couplings or spacer elements for joining the prefabricated units
- E01C5/006—Individual spacer elements
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C11/00—Details of pavings
- E01C11/22—Gutters; Kerbs ; Surface drainage of streets, roads or like traffic areas
- E01C11/224—Surface drainage of streets
- E01C11/225—Paving specially adapted for through-the-surfacing drainage, e.g. perforated, porous; Preformed paving elements comprising, or adapted to form, passageways for carrying off drainage
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C9/00—Special pavings; Pavings for special parts of roads or airfields
- E01C9/002—Coverings, the surface of which consists partly of prefabricated units and partly of sections made in situ
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C2201/00—Paving elements
- E01C2201/02—Paving elements having fixed spacing features
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Paving Structures (AREA)
Abstract
Description
ΜΕΤΤΕΝΜΕΤΤΕΝ
Stein + Design GmbH & Co. KGStein + Design GmbH & Co. KG KG
Tlakovna ploskev z odvodom za deževnicoRainwater drain surface
Izum se nanaša na tlakovno ploskev iz posameznih, drug do drugega razporejenih zidakov, ki so prednostno izdelani iz betona, pri čemer tlakovna ploskev obsega naprave za odvod na površini zidakov zbrane tekočine, zlasti deževnice.The invention relates to a pressure surface of individual, mutually arranged blocks, preferably made of concrete, wherein the pressure surface comprises devices for draining on the surface of the blocks of collected fluid, especially rainwater.
Tovrstna tlakovna ploskev je znana iz DE-OS 26 55 867. Te tlakovne ploskve sestoje iz betonskih zidakov, v katere je vstavljen cevovodni sistem za odvod na površini betonskih zidakov zbrane deževnice. Betonski zidaki obsegajo zato na svojih stranskih ploskvah vodoravne in navpične kanale, v katere se pri polaganju zidakov vstavi cevovodni sistem. Z navpičnimi cevmi, ki segajo do površine betonskih zidakov, se vodo sprejme in napaja v spodaj ležeč vodoravni cevovod. Navpično cev sprejemajoča poševnina betonskega zidaka je pravokotna in tvori pri sestavitvi npr. dveh betonskih zidakov pravokotnik, ki z odmikom obdaja cevno ustje. Nezaseden prostor med cevjo in betonskim zidakom mora biti po položitvi tesno zapolnjen, da bi voda lahko vstopila v cevno ustje. Ta postopek je zelo zapleten, ker je nujno paziti na to, da polnilo ne dospe v cev, kajti tedaj obstaja nevarnost zamašitve vodoravne odvodne cevi in s tem so okoliščine odvajanja vode v celoti močno okrnjene. Do tovrstnih zamašitev pride lahko tekom časa tudi z drugo nesnago, zaradi česar postane celoten sistem neuporaben.This type of paving surface is known from DE-OS 26 55 867. These paving surfaces consist of concrete blocks in which a piping system for the drainage on the surface of concrete blocks of collected rainwater is inserted. Concrete blocks therefore comprise horizontal and vertical channels on their lateral surfaces, into which a piping system is inserted when laying the blocks. With vertical pipes extending to the surface of the concrete masonry, water is received and fed into the horizontal pipework below. The vertical pipe accepting slant of the concrete masonry is rectangular and forms when assembling e.g. of two concrete blocks is a rectangle that deflects the pipe orifice by a distance. The free space between the pipe and the concrete block must be tightly filled after placement to allow water to enter the pipe mouth. This process is very complicated because it is essential to ensure that the filler does not reach the pipe, because then there is a risk of clogging of the horizontal drainage pipe and thus the circumstances of the water drainage are completely shortened. Such clogging can also occur over time with other impurities, rendering the entire system unusable.
Naloga izuma je podati možnost, s katero se da na površini zidakov zbrano tekočino pri majhnem gradbenem strošku učinkovito in zadovoljivo odvajati.It is an object of the invention to provide an opportunity to efficiently and satisfactorily discharge fluid collected at the surface of the masonry at low construction cost.
Ta naloga je rešena s tem, da so naprave za odvod na površini zidakov zbrane tekočine k osnovni ploskvi tlakovne ploskve segajoče praznine, ki so zapolnjene s polnilom, katerega elementi so medsebojno sprijeti z vezivom. Prednost te zasnove leži v tem, da so sprva praznine lahko zasnovane konstrukcijsko enostavno, za kar so primerne tudi že razpoložljive odprtine v zidakih. Te praznine so po izumu zapolnjene z zmesjo polnila in veziva. S tem, da se polnilo oz. njegovi elementi v končnem stadiju medsebojno trdno sprimejo, se dobi najprej trdno površino, ki se ne stisne tudi pri točkasti obremenitvi na površino tlakovne ploskve npr. s petami. Tako je tlakovna ploskev po izumu med drugim primerna zlasti za poti, ceste in ploskve, ki so pogosto obremenjene s pešci in vsakovrstnimi vozili. Nadalje se z zasnovo po izumu doseže, da z uporabo debelozrnatega polnila, ki se pri napolnitvi v praznine ustrezno ne zbije ali pa komajda in ki se tudi zlasti kasneje pri vsakodnevni uporabi dodatno ne zbije, med elementi polnila ostanejo sorazmerno veliki vmesni prostori, s katerimi se da zadovoljivo odvesti zbrano tekočino. Pri tem se tudi delce nesnage običajne velikosti brez nevarnosi zamašitve splakne skozi tako tvorjene vmesne prostore in glede na sestavo podlage tlakovne ploskve (kot tudi tekočine) lahko odvede naprej. Tako zasnovana tlakovna ploskev po izumu je prvenstveno predvidena za vodenje deževnice, lahko pa se jo uporabi tudi za druge namene, pri katerih je potrebno odvajati siceršnje tekočine. Tako je npr. mišljena uporaba tlakovne ploskve tudi pri tovarniških dvoranah, pri čemer je tedaj pod tlakovno ploskvijo seveda predviden lovilnik, iz katerega se da odvajati odvedeno oz. ulovljeno tekočino.This task is solved by the fact that the drainage devices on the surface of the bricks are collected liquids to the base surface of the pressure surface of the gap, which are filled with a filler whose elements are interconnected by a binder. The advantage of this design lies in the fact that initially the gaps can be designed in a structural manner, which is also suitable for the already available openings in the blocks. According to the invention, these gaps are filled with a mixture of filler and binder. By filling the filler. its elements are firmly adhered to one another in the final stage; first, a solid surface is obtained, which does not compress even at point load on the surface of the pressure surface, e.g. with heels. Thus, the pavement according to the invention is suitable, inter alia, for paths, roads and surfaces often laden with pedestrians and all kinds of vehicles. Furthermore, the design according to the invention achieves that by using a thick-grained filler, which does not adequately compact or barely fill in the voids, and which does not additionally compact during daily use, there are relatively large spaces between the filler elements, with which the collected fluid can be satisfactorily drained. In addition, particles of ordinary size, without the risk of clogging, can be flushed through the spaces thus formed and, depending on the composition of the substrate (as well as the fluid), can be discharged. The paving surface of the invention thus designed is primarily intended for rainwater management, but can also be used for other purposes for which it is necessary to discharge other liquids. Thus, e.g. the intended use of the pavement surface also in the factory halls, whereby a trap can then be provided under the pressure plane, of course, from which it can be discharged or removed. the liquid caught.
Pri nadaljnji izvedbi izuma je polnilo pesek. Pri tem je zrnatost seveda prilagojena velikosti praznin, pri čemer se prednostno uporabi zrnatost od 5 do 8 pa tudi do 20 mm. Glede na primer uporabe pa je zrnatost lahko tudi finejša ali celo večja.In the further embodiment of the invention, sand is a filler. The grain size is, of course, adapted to the size of the voids, preferably using a grain size of 5 to 8 and up to 20 mm. Depending on the use case, the granularity may also be finer or even larger.
Pri nadaljnji izvedbi izuma je polnilo posamezen ali mešani proizvod iz sestavin naravnega peska, gramoza, betonskega reciklažnega materiala (RCL materiala) ali podobnega. Seveda se da v tovrsten mešani proizvod vključiti tudi običajen pesek. Tu sledi izbira v prvi vrsti glede na vsakokraten primer uporabe, pri čemer je s tem navedenim polnilom mogoče določiti tudi posebne barvne tone.In a further embodiment of the invention, the filler is a single or mixed product consisting of natural sand, gravel, concrete recycling material (RCL material) or the like. Of course, ordinary sand can also be included in this mixed product. This is followed by the choice, first and foremost, of each use case, with the specified filler also specifying specific color tones.
Praznine se na prednosten način najprej zapolni do višine 2/3 do 4/5 s polnilom večje zrnatosti npr. 5 do 8 mm. Zatem se praznine in izbiroma špranje med zidaki popolnoma zapolni s finozrnatim polnilom zrnatosti od npr. 0,2 do 3 mm. S tem se zagotovi, da so vsi delci nesnage, ki prodrejo skozi zgornji sloj, tudi odplavljeni, tako da je zagotovljen trajen odtok tekočine. Zgornji sloj se da namreč po potrebi očistiti, ker nesnaga obleži zgoraj in se jo da odsesati ali sprati.Preferably, the voids are first filled up to a height of 2/3 to 4/5 by filling a larger grain size, e.g. 5 to 8 mm. Subsequently, the voids and the choice of the gap between the blocks are completely filled with a fine-grained granular filler, e.g. 0.2 to 3 mm. This ensures that any particles of dirt that penetrate the top layer are also drained away to ensure a permanent drainage of the fluid. The top layer can be cleaned, if necessary, because the dirt lays on top and can be sucked off or washed away.
Pri nadaljnji izvedbi izuma je vezivo s trdilom pomešana umetna smola. Pri tem je pri nadaljnji izvedbi vezivo tako zasnovano, da se prime na površino polnila. Umetno smolo se pred predelavo zmeša s trdilom in to vezivo zmeša s polnilom. Pri tem je mešalno razmerje takšno, da nastane suha zmes, ki se jo med predelovalnim časom s trdilom zmešane umetne smole da enostavno obdelovati. To pomeni, da se zmes razprostre po položenih zidakih in zlasti potisne ali usmeri v praznine. S sprijetjem veziva na površino polnila in s tem posameznih elementov polnila drugega z drugim nastopi dobra sprijemna zveza, pri čemer med posameznimi elementi polnila nastanejo sorazmerno veliki vmesni prostori. Opozorimo naj na to, da se da tudi pesek in podobno brez dodatkov zapolniti v praznine in da se da zatem umetno smolo ali ustrezno lepilo ciljno napolniti, nabrizgati ali napršiti. Po strditvi zmesi, pri čemer je strjevalni čas z dodajanjem trdila nastavljiv npr. v območju četrt ure do več ur, se dobi čvrsto zvezo polnila, ki je obremenljiv v okviru obremenitvenih možnosti posamičnega elementa polnila. Pri tem nastane med drugim tudi z medsebojno odvisnostjo ali zleplenjem s površino zidakov, ki so obdani, Čvrsta zveza, ki skrbi za dobro trpežnost tlakovne ploskve tudi pri visokih izmeničnih obremenitvah. Z metlo, pometalnim strojem ali vožnjo po njej s pnevmatikami vozil se je ne da pomesti ali odsesati.In a further embodiment of the invention, the artificial binder is mixed with a resin. In this further embodiment, the binder is designed to be applied to the filling surface. The artificial resin is mixed with a hardener before processing and this binder is mixed with a filler. In this case, the mixing ratio is such that a dry mixture is formed which can be easily treated during processing time with a hardened artificial resin. This means that the mixture is spread over the laid bricks and especially pushed or directed into the voids. The bonding of the binder to the surface of the filler and thus of the individual filler elements to each other results in a good adhesive bond, resulting in relatively large spaces between the individual filler elements. It should be noted that sand and the like can be filled into the voids without any additives and that the artificial resin or the appropriate adhesive can then be filled, sprayed or sprayed. After curing the mixture, the curing time is adjustable e.g. within a quarter hour to several hours, a solid charge union is obtained which is loadable within the load options of the individual filler element. This is due, inter alia, to interdependence or adhesion to the surface of the enclosed masonry, a solid connection which ensures good durability of the pressure surface even at high alternating loads. It is impossible to sweep or vacuum the vehicle with a broom, sweeper or driving it with the tires of vehicles.
Pri nadaljnji izvedbi izuma so praznine tvorjene iz po ene, na vsaj eni stranski ploskvi zidaka razporejene poševnine. Poševnina obsega pri tem pri nadaljnji izvedbi zlasti obliko pravokotnega trikotnika z dolžino kraka, ki je enaka vsaj dvakratni velikosti zrnatosti polnila. Tovrsten zidak se da npr. pri osnovni izvedbi zidaka pri izdelavi zlahka realizirati kot poljuben pravokotnik. Pri tem znaša dolžina kraka pri prednostni izvedbi okoli 5 cm, v vsakem primeru pa je enaka najmanj dvakratni velikosti zrnatosti polnila oz. njegovih elementov.In a further embodiment of the invention, the voids are formed from one, at least one lateral surface of the masonry slant arranged. In the further embodiment, the bevel comprises in particular the shape of a right-angled triangle with a length equal to at least twice the size of the filler grain. Such a wall can be given, e.g. in the basic construction of the masonry, it is easy to realize in the construction as any rectangle. In this case, the length of the limb in the preferred embodiment is about 5 cm, but in each case is equal to at least twice the size of the granularity of the filler. its elements.
Pri nadaljnji izvedbi izuma so praznine zasnovane z eno ali več odprtinami na zidakih. Tako so zidaki lahko npr. mrežasti zidaki za trato, pri čemer je ena ali več odprtin zapolnjenih s polnilom. Odprtine pa lahko obsegajo tudi vsaka posebno obliko (okroglo, ovalno, oglato). V okviru izuma je tudi predvideno, da so stranske ploskve zidakov zasnovane npr. valovito, tako da pri ustrezni medsebojni postavitvi nastanejo med zidaki prav tako praznine, ki so po izumu deloma ali v celoti zapolnjene s polnilom.In a further embodiment of the invention, the gaps are designed with one or more openings on the blocks. Thus, masonry can be e.g. mesh lawn bricks, with one or more openings filled with filler. The openings can also include any special shape (round, oval, angular). It is also contemplated by the invention that the side surfaces of the masonry are designed e.g. corrugated, so that, when properly positioned, there are also gaps between the blocks, which, according to the invention, are partially or completely filled with filler.
Pri nadaljnji izvedbi izuma so praznine zasnovane z načinom postavitve zidakov. Pod tem se razume zlasti postavitev zidakov z razmikom med zidaki, prednostno s pomočjo distančnikov. Ti distančniki so lahko ponovno sami poljubni zidaki ali pa tudi posebni elementi, npr. plastični distančniki. Pri tem je zlasti predvideno, da so plastični distančniki znotraj votli, tako da se da tudi to ploskev zapolniti s polnilom. Nadalje je višina odmerjena tako, da polnilo na površini zidaka tvori neprekinjeno polnilno ploskev z zidaki.In the further embodiment of the invention, the gaps are designed by the method of laying the blocks. This is particularly understood to mean the placement of bricks with the spacing of the bricks, preferably by means of spacers. These spacers can again be any bricks themselves, or they can also be special elements, e.g. plastic spacers. In particular, it is provided that the plastic spacers are hollow inside, so that this surface can also be filled with filler. Furthermore, the height is measured so that the filler on the surface of the block forms a continuous filling surface with the block.
Pri nadaljnji izvedbi izuma so špranje, ki mejijo na praznine, med drug na drugega nalegajočimi zidaki zapolnjene s finozrnatim polnilom ali običajnim zalivnim sredstvom. Pri tem se to finozrnato polnilo obdela po strditvi z vezivom zmešanega polnila. Predvideno je lahko, da se zapolnjene praznine med obdelavo zalivnega sredstva prekrije npr. z neke vrste šablono. Dokler v vmesne prostore polnila dospejo le majhne količine tovrstnega zalivnega sredstva, je to nepomembno, ker se usedanju in zamašitvi da izogniti z velikostjo vmesnih prostorov.In a further embodiment of the invention, the voids adjacent to the voids are filled with fine-grained fillers or conventional fillers between the supporting blocks. In doing so, this fine-grained filler is treated after curing with a mixed filler binder. It may be envisaged that the filled voids during treatment of the filler will be covered e.g. with a kind of template. As long as only small quantities of this type of filler enter the filler spaces, this is irrelevant, since settling and clogging can be avoided by the size of the filler spaces.
Nadaljnje prednostne izvedbe izuma so razvide iz nadaljnjega opisa skic, kjer so izvedbeni primeri, predstavljeni na skicah, pobliže opisani Pri tem kaže sl. 1 tlakovno ploskev z različnimi možnostmi razporeditve zidakov, zapolnjenih po izumu, sl. 2 zidak v detajlnem pogledu, in sl. 3 dve tlakovni ploskvi, pri katerih je praznina tvorjena z različnimi oblikami distančnikov.Further preferred embodiments of the invention are exemplified by the following description of the drawings, wherein the embodiments shown in the drawings are described in more detail. 1 is a pressure surface with various layout options for the blocks of the invention; FIG. 2 is a detail view, and Figs. 3 two pressure surfaces in which the void is formed by different shapes of spacers.
Zidaki 1 po sl. 1, zlasti betonski zidaki, obsegajo pravokotno osnovno obliko, pri čemer je vsaj eden rob opremljen s poševnino. S tem se pri polaganju tovrstnih zidakov tvori praznine 2, ki imajo glede na osnovno obliko posamičnega zidaka 1 obliko pravokotnega trikotnika. V osnovi pa ima poševnina lahko vsako poljubno obliko. Pri tem je - kot že povedano - predvideno, da zidak 1 obsega eno ali več poševnin. S tem se da npr. ustvariti na sl. 1 predstavljeni vzorec polaganja. Praznine 2 so zapolnjene s polnilom 3, zlasti peskom z zrnatostjo od 0,1 do 20 mm, katerega elementi so medsebojno in z zidaki povezani z vezivom, ki je s trdilom zmešana umetna smola. Uporabi se lahko tudi siceršnja utrjevalna ali strjevalna lepila, kot bitumen, vodno steklo ali podobno. To polnilo 3 se zmeša pred obdelavo, tako da se pesek ali podobno z umetno smolo ali ustreznim lepilom medsebojno poveže v mešalu ali ročno ali nanese na pesek, in npr. usmeri v praznine 2. Umetna smola ali ustrezno lepilo se da tudi ciljno napršiti ali nabrizgati na praznine, zapolnjene s peskom ali podobnim. Po strditvi polnila se preostale špranje 4 med posameznimi zidaki 1 zapolni z običajnim finozrnatim zalivnim sredstvom.Bricks 1 according to FIG. 1, in particular concrete bricks, comprise a rectangular basic shape, with at least one edge provided with a slant. In this way, gaps 2 are formed when laying such bricks, which, given the basic shape of the individual bracket 1, have the shape of a right triangle. Basically, however, bevel can have any shape. In this case, as already stated, masonry 1 is intended to comprise one or more slopes. With this being said, e.g. create in FIG. 1 presentation of the laying pattern. The voids 2 are filled with filler 3, in particular sand with a grain size of 0.1 to 20 mm, the elements of which are interconnected and connected to the masonry by a binder that is mixed with artificial resin. Other hardening or curing adhesives, such as bitumen, water glass or the like, may also be used. This filler 3 is mixed prior to treatment so that the sand or the like with artificial resin or a suitable adhesive is interconnected in a mixer or manually or applied to the sand, and e.g. direct the voids 2. Artificial resin or suitable adhesive can also be sprayed or sprayed on voids filled with sand or the like. After curing the fill, the remaining slots 4 between the individual masonry 1 are filled with a conventional fine-grained filler.
Na sl. 2 je predstavljen posamezen zidak 1, pri čemer je v tem zidaku 1 kot praznina dodatno puščena odprtina 5. Odprtina 5 je pri tem lahko predvidena dodatno ali kot alternativa k praznini 2, ki se jo dobi s poševljenjem stranskih sten na robu. Tudi na tej skici je na zidaku 1 prikazana zapolnitev tako odprtine 5 kot tudi praznine 2 s polnilom 3.In FIG. 2 shows a single block 1, wherein in this block 1 an aperture is left as a void 5. The aperture 5 may be provided in addition to this or as an alternative to the void 2, which is obtained by oblique side walls at the edge. Also in this sketch, block 1 shows the filling of both the opening 5 and the voids 2 with the fill 3.
Na sl. 3 so predstavljeni zidaki 1 tlakovne ploskve, ki so zasnovani kot običajni pravokotni zidaki in ki so medsebojno ločeni z distančniki 6. Ti distančniki 6 so lahko zasnovani npr. kot črka T ali v obliki križa. Ustrezna izbira je odvisna od vzorca polaganja. Na skici sta predstavljena dva tovrstna vzorca. Distančniki 6 so prav tako lahko zidaki. Prednostno pa so le-ti izdelani iz umetne snovi in tvorijo znotraj vsakokrat votlino. Te votline so tudi zapolnjene s polnilom 3. Seveda se iz umetne snovi izdelani distančniki 6 lahko tudi masivni. Distančniki 6 prednostno ne segajo do površine zidakov 1, tako da se na površini zidakov dobi neprekinjen sloj polnila. Distančniki so zidakom lahko tudi prioblikovani.In FIG. In Fig. 3 are represented the paving blocks 1, which are designed as normal rectangular blocks and which are separated from each other by spacers 6. These spacers 6 may be designed e.g. as the letter T or in the form of a cross. The appropriate choice depends on the laying pattern. The sketch shows two such patterns. Spacers 6 can also be bricks. Preferably, they are made of plastic and form a cavity inside. These cavities are also filled with filler 3. Of course, plastic spacers 6 can also be massive. The spacers 6 preferably do not extend to the surface of the blocks 1 so that a continuous layer of filler is obtained on the surface of the blocks. Spacers can also be molded.
Claims (11)
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| DE19705625A DE19705625A1 (en) | 1997-02-14 | 1997-02-14 | Paved area with rainwater drainage |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| SI9800037A true SI9800037A (en) | 1998-08-31 |
Family
ID=7820212
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| SI9800037A SI9800037A (en) | 1997-02-14 | 1998-02-10 | Pavement plane with rainwater drainage |
Country Status (6)
| Country | Link |
|---|---|
| EP (1) | EP0859084A3 (en) |
| CZ (1) | CZ42998A3 (en) |
| DE (1) | DE19705625A1 (en) |
| HU (1) | HUP9800314A3 (en) |
| PL (1) | PL324740A1 (en) |
| SI (1) | SI9800037A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104452518A (en) * | 2014-12-05 | 2015-03-25 | 中交第一公路勘察设计研究院有限公司 | Earth shoulder blind ditch system for pavement edge centralized drainage |
| CN105926409A (en) * | 2016-06-16 | 2016-09-07 | 安徽汇华工程科技股份有限公司 | Paving block beneficial to storage and drainage, worksite and construction method of worksite |
Families Citing this family (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE29817388U1 (en) * | 1998-09-29 | 1999-02-18 | Metten Stein + Design GmbH & Co. KG, 51491 Overath | Plaster surface that drains rainwater |
| ITVR20030092A1 (en) | 2003-07-29 | 2005-01-30 | Barbarisi Arch Riccardo | LAYING SYSTEM OF PORPHYRY OR SIMILAR CUBES BY MEANS OF |
| DE102004011524A1 (en) * | 2004-03-08 | 2005-10-13 | Max Steinhart Gmbh Pflaster- Und Natursteinbau | Method for laying panels and panel laying apparatus |
| US20110189385A1 (en) * | 2010-02-03 | 2011-08-04 | Manuel Darryl F | Products and methods for repairing concrete surfaces |
| DE102016115325A1 (en) * | 2016-08-18 | 2018-02-22 | Kronimus Aktiengesellschaft | Kit for creating pavement surfaces |
Family Cites Families (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE3536409A1 (en) * | 1985-10-11 | 1987-04-16 | Sf Vollverbundstein | Purpose-made block for channelling away surface water from earth-type coverings, and process for the production thereof |
| AT391629B (en) * | 1988-05-05 | 1990-11-12 | Fleischhacker Gerhard | FILTER FLOOR FOR A BIOFILTER SYSTEM |
| DE4022586A1 (en) * | 1990-07-16 | 1991-08-08 | Zapf Werner Kg | WATERPROOF AREA FASTENER AND APPLICATION |
| DE4203340A1 (en) * | 1991-09-17 | 1993-03-18 | Ch Heinrich Gueltig Gmbh & Co | Specially-shaped concrete paving block - is symmetrical, with spaces at sides and ends for interlocking and concreting respectively |
| DE4405535A1 (en) * | 1994-02-22 | 1995-08-24 | Peter Geiger | Slab-shaped paving stone made of concrete material |
| DE9404446U1 (en) * | 1994-03-16 | 1994-05-11 | Betonwerk Kwade GmbH & Co. KG, 48465 Schüttorf | Molded concrete block |
| DE4413285A1 (en) * | 1994-04-16 | 1995-10-19 | Claus Dipl Ing Permesang | band Aid |
| DE19501091C2 (en) * | 1995-01-16 | 1997-06-19 | Munderkingen Betonwerke | Multi-layer composite stone |
| DE29607105U1 (en) * | 1996-04-19 | 1996-07-18 | Ch. Heinrich Gültig GmbH & Co. KG, 74076 Heilbronn | Artificial stone element |
| DE29607359U1 (en) * | 1996-04-23 | 1996-08-29 | Theodor Pieper GmbH & Co. KG, 57392 Schmallenberg | Permeable sidewalk slab |
-
1997
- 1997-02-14 DE DE19705625A patent/DE19705625A1/en not_active Withdrawn
-
1998
- 1998-01-23 EP EP98101102A patent/EP0859084A3/en not_active Withdrawn
- 1998-02-10 SI SI9800037A patent/SI9800037A/en unknown
- 1998-02-10 PL PL98324740A patent/PL324740A1/en unknown
- 1998-02-12 CZ CZ98429A patent/CZ42998A3/en unknown
- 1998-02-13 HU HU9800314A patent/HUP9800314A3/en unknown
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104452518A (en) * | 2014-12-05 | 2015-03-25 | 中交第一公路勘察设计研究院有限公司 | Earth shoulder blind ditch system for pavement edge centralized drainage |
| CN105926409A (en) * | 2016-06-16 | 2016-09-07 | 安徽汇华工程科技股份有限公司 | Paving block beneficial to storage and drainage, worksite and construction method of worksite |
| CN105926409B (en) * | 2016-06-16 | 2018-09-14 | 安徽汇华工程科技股份有限公司 | A kind of construction method being conducive to storage and hydrophobic place |
Also Published As
| Publication number | Publication date |
|---|---|
| EP0859084A3 (en) | 1999-03-24 |
| DE19705625A1 (en) | 1998-08-20 |
| CZ42998A3 (en) | 1998-09-16 |
| HU9800314D0 (en) | 1998-04-28 |
| HUP9800314A3 (en) | 1999-03-01 |
| EP0859084A2 (en) | 1998-08-19 |
| PL324740A1 (en) | 1998-08-17 |
| HUP9800314A2 (en) | 1998-11-30 |
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