Kompetents
Seminarid
Otsingu tulemused (Otsingu tulemused puuduvad )
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Olgu tegemist tohutute kõrgustega või ekstreemsete struktuuridega – arhitektide visioonidel muuseumide, kontserdimajade, staadionite või sildade projektide loomisel ei ole piire. Samas esitavad need suurepärased visioonid teostuse osas väljakutse just ehitussektorile.
Paljudel juhtudel on lahenduseks arhitektuurne betoon, kas siis tsiviilehituslikel, majanduslikel või esteetilistel põhjustel.
PERI pakub oma ehitussektoris tegelevatele klientidele praktilist abi ja tuge: sobiva raketise süsteemilahenduse valik, planeerimisprotsessi läbiviimine ja raketise tarne, mis kõik peavad optimaalselt sobima kliendi projekti vajadustega. Õige raketiselahendus erinevate arhitektuurse betooni pindade tarbeks, alates standardsüsteemist kuni erilahendusteni. Parimad tulemused saavutatakse läbi arhitektide, peatöövõtjate ja PERI inseneride koostöö ja suhtluse.
Projektide teostamise elementaarsed põhimõtted
Arhitektuursest betoonist on saanud üks olulisemaid disainilahendusi kaasaegses arhitektuuris. Mitte ühtegi muud ehitusmaterjali ei ole võimalik nii mitmekülgselt kasutada ja töödelda. Seega saab arhitektuurset betooni kasutada peaaegu kõikide ehitusülesannete täitmiseks.
Värske betooni modelleerimise võimalusi on lõputuid, põhimõtteliselt on õige raketisesüsteemi ja kattematerjali valikul võimalik teostada ükskõik missuguse kujuga projekte ning ka kvaliteedivõimalusi on mitmeid. Erinevad arhitektuurse betooni kvaliteediastmed jagunevad Saksamaa Betooniühingu (DBV – German Concrete Association) nõuete järgi neljaks kategooriaks, mis on määratletud nende väljaandes “Architectural Concrete” (“Arhitektuurne betoon”).
Arhitektuurse betooni kui disainielemendi loomist mõjutavad:
Betooni kui ehitusmaterjali areng uute variantide näol nagu kõrgtugevad betoonid, kergesti tihenevad ja isetihenevad- ning fiiberbetoonid (metall ja klaasfiiber), võimaldavad betooni kasutusalasid veelgi enam laiendada.
DIN 18217 "Betoonpinnad ja kattematerjalid" on erinevate betoonpindade üldtunnustatud standard. Antud standard ei sätesta esteetilisi referentse, sest arhitektuurse betooni tootmisel ei ole siduvaid juhiseid. Niimoodi on mõistlik, kuna planeerija loovaid ideid ei ole võimalik standardiseerida. Tema ülesanne on nii selgelt ja põhjalikult, kui võimalik oma ideed seoses betoonpinna välimusega teostajatele edasi anda.
DBV "Arhitektuurse betooni" trükis, mis sätestab arhitektuurse betooni erinevad klassid ning kriteeriumid, on väga hea tehniline tugi planeerijatele ning kui osalete hangetel või olete läbirääkimistel mõne suure lepingu saamiseks, soovitame teil pakkumist tehes meie nõuandeid kasutada.
Struktuuride ja erinevate struktuurielementide teostamisel, mille puhul on pinnale erilised nõudmised, on protsessis osalevate poolte koostöö eriti oluline. Planeerijate ja kliendi ootused ja nõudmised peavad olema kooskõlas sellega, mida ka reaalselt teostada on võimalik.
Parim lahendus hea tulemuse saavutamiseks on luua arhitektuurse betooni tiim. Kuna planeerimisfaasis lepingut veel allkirjastatud ei ole ning pole teada, kes töö saab, on vaheperioodiks mõistlik sõlmida leping mõne asjaomast kompetentsi omava ettevõttega (näiteks raketisetootja) või inseneribürooga. Valitud konsultatsioonipartner võiks võtta arhitektuurse betooni koordinaatori rolli arhitektuurse betooni tiimis.
Ülevaade raketisesüsteemidest
Kaasaegses raketisega ehituses kasutatakse peamiselt süsteemiraketist, mis koosneb süsteemi komponentidest – raketis on võimalik valmis teha standardtükkidest. Individuaalsete süsteemikomponentide omavahelisel kokkusobitamisel on mitu eelist – esiteks on kokkupanemine õiget loogikat järgides lihtne ja kiire ning teisest küljest saab osasid süsteemi elemente kasutada näiteks kolme erineva tööjupi teostamisel, mis vähendab kliendi jaoks oluliselt kulutusi. Viimasena, kuid mitte vähetähtsana – süsteemiraketise kasutamine on ehitusmeeskonna jaoks turvaline valik.
Arhitektuurse betooni pindade puhul tuleb arvestada raketise kvaliteediga. Paneelraketist kasutatakse peamiselt rendiraketisena, mis tähendab, et raketise üksikosadel on erinev kasutusaeg ning osasid neist võib olla parandatud. Rendiraketisega on võimalik saavutada SB1 (D) ja SB2 (C) arhitektuurse betoonpinna klasse. Kui soovitud tulemus peab olema SB3 (A) või SB4 (AA), ei ole seda rendiraketisega võimalik teostada või saab seda teha mingi piirini. Väga hästi sobib kvaliteetse pinna saavutamiseks PERI MAXIMO.
Meie eksperdid on oma klientide teenistuses pea kõikides riikides üle maailma, tänu millele oleme kompetentsed rahvusvahelises plaanis, teame ja tunneme erinevate turgude ehitusalaseid nõudeid ja tingimusi. Jagame oma teadmisi ja kogemusi meelsasti ka oma klientidega – kohaliku turu ekspertteadmised on efektiivse ja turvalise ehitustegevuse ning kvaliteetse teenuse mõistes asendamatud.
In traffic route construction - for example, bridges, tunnels or retaining walls - architectural concrete is regarded as an important design element.
These concrete surfaces are often observed only from a distance or vehicles driving past at speed. In order to create optical accents, clear design elements therefore must be selected. For example, formwork panel joints or those joints resulting from working phases, must be distinctly formed.
However it is important to note that many components of these structures are mainly exposed to the direct influences of the weather. This means they undergo a rapid aging process and, in the course of time, also greatly change their appearance.
With wall formwork systems, a distinction is made between panel formwork and girder formwork. A special feature is represented circular formwork systems.
Today, around 70% of building companies use panel formwork in order to construct concrete walls. The name is derived from the peripheral frame which protects the edges of the fitted formlining against mechanical wear and stress. As a result, the panel joints leave a typical impression on the concrete surface. In addition, the steel or aluminum frames are used for installation of the formwork anchors and also serve for accommodating the formwork couplers and moving devices.
The main principle of panel formwork is embodied through the PERI TRIO. Other panel formwork systems are similar in their respective concrete finish. The grid arrangement of the standard panels and formwork ties varies between 2.70 m and 3.50 m, and the individual panels can be connected with each other either vertically or horizontally. Panel formwork is robust, long-lasting and easy to use due to its pre-determined assembly arrangement.
Girder formwork is used much less today than was previously the case, and mostly for special applications. Its name is derived from the wooden or metal formwork girders that are used. Main beams, steel waling and freely-selectable formlining form prefabricated formwork elements, the so-called formwork sections. The steel walers connect the system and also serve as support surfaces for the anchoring system.
The main principle of girder formwork is embodied through the PERI VARIO GT 24. Other panel formwork systems are similar in their respective concrete finish. The grid arrangement of the standard elements and formwork ties can vary.
We differentiate between
A) Standard elements
Prefabricated sections with pre-determined element sizes stored in rental parks, partly equipped with formlining for secondary requirements and as supporting panel for architectural concrete formliner.
B) Object-related formwork elements
These formwork sections are project-planned and produced according to special requirements. The formlining (type, size, fixing), girder and waling (spacings) as well as the tie arrangement are freely selectable whilst taking into account the system´s principles.
Curved walls can be constructed polygonally in the form of a polygon with panel formwork through inserted trapezoidal cover strips. Circular wall areas are formed with special girder formwork systems with which the required radius is achieved by means of adjustable spindles connecting the single waler sections. Bending radii are continuously possible from 1.00 m to approx. 20.00 m. The curvature of the formlining is achieved through special profiled timber - cut to match the curvature radius - which is inserted between the formlining and girder position.
Likewise as for girder formwork systems for walls, slab formwork is made out of wooden or metal girders. It stands out through its flexible range of applications.
Slab tables, which are normally used to form large slab areas, consist of the same system components. Through the large-sized formlining surfaces, the number of panel joints is reduced and facilitates a concrete finish which fully meets higher requirements.
Similar to the panel formwork for the wall area, panel formwork was developed for constructing slabs. The main advantage of panel slab formwork is the fast and safe utilisation. According to the design principle, slab formwork is divided into:
With slabs, the quality of the concrete surface can vary for different reasons. This includes panel impressions caused by the panel layout of the formwork system being used. Likewise the quality, arrangement and size of the individual sheets of the freely selected formlining influences the concrete quality.
Column or support formwork is mostly a derivation of panel or girder formwork. As a result, the special features are very similar. In order to be able to fulfil the required quality standard for supports and columns, the correct choice of formwork system also has to be selected here. Depending on the requirements of the column cross-section, the finish of the edges or the concrete surface, panel and girder formwork are used.
Through the use of extraordinary structural forms, owners and architects frequently set visual accents in the construction of cultural buildings or for prestigious structures which feature very demanding building requirements. These so-called 3D free-form surfaces can hardly be realised with conventional formworking methods. Furthermore, there is the fact that most of the remaining visible surfaces are to be constructed in the highest quality and with sharp edges. For these extravagant building structures, an individual customised formwork concept must be realised in each case.
This formwork concept is developed on the basis of a three-dimensional building model provided by the formwork manufacturer. It consists of statically supporting basic elements and form-giving 3D formwork units. The individual elements are easily joined together on the construction site and then positioned with the help of measuring points, auxiliary axes and erection aids. On-site utilisation takes place similar to that of systemized formwork.
Pinnakatte valik võimaldab laia valikut erinevaid disainivõimalusi betoonpinnale. Materjal määratleb betoonpinna iseloomu. Seetõttu peab hankedokumentide täitja täpselt teadma pinnakattematerjali ning kõiki juurdekäivaid lisasid nagu materjali omadused, katete töötlemine ning õli ja värske betooni reageerimine ning arvestama sellega planeerigufaasis. Betoonpinna spetsifikatsioon peab olema arusaadavalt sõnastatud, et peatöövõtja teaks materjalide valikul täpselt arvestada kõikide vajalike aspektidega pinnakattematerjali suhtes. Veelgi enam, ehitaja peab suutma hinnata lahenduse teostatavust, juhtida tähelepanu selle vastupidavusele ning võimalikele puudujääkidele.
Neli pinnakattest sõltuvat faktorit, mille mõjuga betoonpinnale tuleks arvestada:
| Raketise pinnakatte veeimavus (vee läbilaskvus) | Betoonipind hele/tume |
| Pinna tekstuur, struktuur | Betoonipinna tekstuur, struktuur |
| Vineeri vuugid (pinnakatte vuugid, ühenduskohad) | Vineeri muster betooni pinnal |
| Vineeri kinnitus (kruvid, naelad, klambrid) | Jäljed betooni pinnal |
For many years now, architects have re-discovered the potential of architectural concrete in building construction and to use it as an important design element. Parallel to the development of building materials and process technologies, the requirements have also risen quite significantly. High-strength as well as liquefied through to self-compacting concretes facilitate the realisation of more slender concrete constructions along with more diversified forms. Curved and inclined walls and slabs are a frequently featured design element. The formwork construction industry has adapted itself to the situation accordingly. The desire for achieving smooth, joint-free concrete surfaces as far as possible can be satisfied with the range of available large-sized formlining.
Components in the protected inner areas are not exposed to weathering, therefore the aging process of these concrete surfaces takes place substantially more slowly. Concrete surfaces on the inside areas of a building are viewed at very short distances. Therefore, details will become considerably more accentuated. Due to this reason, architectural concrete classes SB3 and SB4 are frequently demanded by architects.
As a result, the planning architects together with the building contractor should define what is feasible in order to achieve the required architectural concrete finish. Otherwise excessive demands and rectification work will cause inadequate and unsatisfactory results.
Particularly in the area of cultural buildings, architects and project planners prefer architectural concrete as a means of design. Apart from artistic requirements regarding the visibly remaining concrete surfaces, the special forms of the complete structures or individual components also frequently dominate proceedings.
During the formwork planning attention should be paid to ensure a neat joint and tie pattern as well as an orderly arrangement of the formwork elements. This is because the panel joints and tie pattern along with the formation of the tie points are substantial design elements in architectural concrete.
In order to achieve a uniform finish of the concrete surface, special attention must be paid when selecting the type of concrete to be used and the entire processing technology of the concrete including any subsequent treatment. If increased requirements are placed on the appearance of the concrete surfaces, it is advisable that new formlining is installed in the formwork. If required, the anchor pattern can be supplemented with blind anchors to form a neat symmetrical arrangement. For the invitation to tender for architectural concrete in the construction of cultural buildings, it is recommended to take architectural concrete classes SB3 and SB4 of the DBV of instruction card into consideration.
