DK167451B1 - PARKING HOUSE WITH FLOOR COVERING WHICH INCLUDES PREPARED ELEMENTS - Google Patents
PARKING HOUSE WITH FLOOR COVERING WHICH INCLUDES PREPARED ELEMENTS Download PDFInfo
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- DK167451B1 DK167451B1 DK168290A DK168290A DK167451B1 DK 167451 B1 DK167451 B1 DK 167451B1 DK 168290 A DK168290 A DK 168290A DK 168290 A DK168290 A DK 168290A DK 167451 B1 DK167451 B1 DK 167451B1
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H6/00—Buildings for parking cars, rolling-stock, aircraft, vessels or like vehicles, e.g. garages
- E04H6/08—Garages for many vehicles
- E04H6/10—Garages for many vehicles without mechanical means for shifting or lifting vehicles, e.g. with helically-arranged fixed ramps, with movable ramps
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- 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
- E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
- E04B1/04—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of concrete, e.g. reinforced concrete, or other stone-like material
- E04B1/043—Connections specially adapted therefor
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- 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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/20—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
- E04B1/21—Connections specially adapted therefor
- E04B1/215—Connections specially adapted therefor comprising metallic plates or parts
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Description
Opfindelsen vedrører et parkeringshus med etagedæk, hvori der indgår præfabrikerede dækelementer, der er indbyrdes parallelle og beliggende på tværs af bygningens længderetning, og hvor der mellem hosliggende 5 dækelementer er fuger, der forløber på tværs af bygningens længderetning, hvor dækelementerne hviler på og er forankret til søjler, der er dannet af på hinanden placerede søjleelementer, og hvor der indbyrdes adskilt i bygningens længdeindretning er placeret lastoptagende 10 kerner.BACKGROUND OF THE INVENTION 1. Field of the Invention The invention relates to a parking garage with a floor deck which includes prefabricated deck elements which are parallel and located across the longitudinal direction of the building, and where there are joints extending between adjacent 5 longitudinal sections where the deck elements rest and are anchored. for columns formed by spaced pillar elements and in which the longitudinal arrangement of the building is separated from each other, load-bearing 10 cores are located.
I kendte parkeringshuse af denne art er det almindeligt, at hvert dæk efter samlingen af de præfabrikerede elementer overstøbes med beton efter at der er udlagt en armering, således at det optræder som én sam-15 menhængende skive. Dækkene er dimensionerede til at overføre vandrette kræfter, fortrinsvis stammende fra vindpåvirkninger på husets facader, til de stive kerner, der f.eks. udgøres af op- og nedkørselssektioner, ventilationsskakte eller trappe- og elevatorskakte. Som 20 følge af disse kræfter optræder der i skiven forskydningskræfter, og langs skivens kanter træk- og trykkræfter, hvorfor der langs disse kanter ofte tilføjes yderligere armering eller kanterne ligefrem opbygges af bjælkeformede elementer.In known parking garages of this kind, it is common for each tire after the assembly of the prefabricated elements to be poured with concrete after a reinforcement has been laid out so that it acts as one cohesive slab. The tires are designed to transfer horizontal forces, preferably arising from wind effects on the facades of the house, to the rigid cores which, e.g. is made up of ascending and descending sections, ventilation shafts or stair and elevator shafts. As a result of these forces, shear forces occur in the disc and along the edges of the disc are tensile and compressive forces, which is why additional reinforcement is often added along these edges or the edges are evenly built up by beam-shaped elements.
25 Da sådanne parkeringshuse er uopvarmede, kan dækkene alt efter husets beliggenhed, have sommertemperaturer på 30-40° og vintertemperaturer på -20°. Da dækkene imidlertid er indspændt mellem de stive kerner, kan de ikke udvide sig frit, og der opstår derfor sto-30 re spændinger i dækkene. Disse spændinger resulterer i at der opstår revner i betonen. Som følge af dette kan vand, eventuelt iblandet tøsalt, trænge ned i revnerne, hvor det giver anledning til korrosion og nedbrydning af armeringen. Yderligere kan der ske frostsprængning 35 eller kemisk nedbrydning af betonen ved vandets indtrængen i revnerne.25 As such parking garages are unheated, the tires can have summer temperatures of 30-40 ° and winter temperatures of -20 ° depending on the location of the house. However, as the tires are clamped between the rigid cores, they cannot expand freely, and therefore, high stresses occur in the tires. These stresses result in cracks in the concrete. As a result, water, possibly mixed with salt, can penetrate the cracks, causing corrosion and degradation of the reinforcement. Further, frostbite 35 or chemical breakdown of the concrete may occur upon water penetration into the cracks.
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Det er konstateret at betondækkene i parkeringshuse opbygget efter denne kendte teknik kan blive så medtaget i løbet af 5-7 år, at det er nødvendigt helt eller delvis at nedrive parkeringshuset, idet det i 5 praksis ikke er muligt at hindre sådanne revner i at opstå.It has been found that the concrete decks in parking garages built according to this known technique can be so included in 5-7 years that it is necessary to completely or partially demolish the parking garage, since in practice it is not possible to prevent such cracks from arising .
Fra US patentskrift nr. 3.983.673 kendes en bygning af den indledningsvis angivne art, hvor dækelementerne er udført som rektangulære betonplader, der ved 10 hjørnerne har indstøbte metalbeslag, til hvilke der er svejst søjleelementer bestående af stålrør med kvadratisk tværsnit. Bygningen opnår sin stabilitet ved at hosliggende elementers hosliggende søjler er sammensvej st ved dækelementet, således at det færdige dæks 15 langsgående kanter danner stive bjælker. Disse bjælker overfører horisontale kræfter til bygningens ender, der virker som lastoptagende kerner, idet søjleelementerne her er kraftigere, og gavlene samt en del af de langsgående lodrette sider er forsynet med afstivende dia-20 gonalkryds. I fugerne mellem de enkelte betonplader er yderligere indsat fugelåse, der hindrer indbyrdes bevægelse af dækelementerne i fugens retning og i retning vinkelret på fugen.US Patent No. 3,983,673 discloses a building of the type initially mentioned, wherein the cover elements are made of rectangular concrete slabs which have molded metal brackets at the corners, to which there are welded pillar elements consisting of square tubular steel pipes. The building achieves its stability by the adjacent columns of adjacent elements being welded to the deck member so that the longitudinal edges of the finished deck 15 form rigid beams. These beams transmit horizontal forces to the ends of the building, which act as load-bearing cores, the pillar elements being stronger here, and the gables and some of the longitudinal vertical sides provided with stiffening diagonal junctions. In the joints between the individual concrete slabs, additional joint locks are inserted which prevent movement of the cover elements in the direction of the joint and in the direction perpendicular to the joint.
Det er hensigten med opfindelsen at angive et 25 parkeringshus af den indledningsvis nævnte art, der ikke har de ovenfor beskrevne problemer, og som yderligere kan monteres uden at der skal foretages udstøbning af beton over dækkene eller udlægges ekstra forstærkninger enten i form af armering eller separate bjælke-30 elementer langs dækkenes kanter.It is an object of the invention to provide a car park of the type mentioned above, which does not have the problems described above, and which can be further mounted without having to cast concrete over the tires or add additional reinforcements either in the form of reinforcement or separate beam-30 elements along the edges of the tires.
Parkeringshuset ifølge opfindelsen adskiller sig fra de kendte ved, at fugerne tillader dækelementerne at bevæge sig frit mod og fra hinanden i bygningens længderetning, at der i fugerne er låseorganer til 35 hindring af indbyrdes længdeforskydning af dækelement-kanterne, at søjleelementerne er udformet med stor 3 stivhed i bygningens længderetning, og at der til hver lastoptagende kerne er fastgjort mindst ét dækelement i hver etage.The parking garage according to the invention differs from the known in that the joints allow the tire members to move freely towards and apart in the longitudinal direction of the building, that in the joints there are locking means for preventing longitudinal displacement of the tire element edges, that the pillar elements are formed with large 3 stiffness in the longitudinal direction of the building and that at least one covering element is attached to each cargo core in each floor.
Herved opnås et parkeringshus, hvor hvert dæk 5 er opbygget af enkelte dækelementer, der hver for sig kan udvide sig frit afhængigt af omgivelsestemperaturen, samtidig med, at hele bygningen er stabil overfor ydre påvirkninger, hovedsagelig i form af horisontale vindkræfter.Hereby a parking garage is obtained, where each deck 5 is made up of individual deck elements, which can individually expand freely depending on the ambient temperature, while the whole building is stable to external influences, mainly in the form of horizontal wind forces.
10 Dette opnås ved at de enkelte etagedæk, til trods for at de indeholder et stort antal af på tværs af bygningens længderetning forløbende fuger, funktionerer som stive skiver, der kan optage horisontallaster og overføre disse til lastoptagende kerner som i de 15 kendte parkeringshuse af den indledningsvis beskrevne art. Dette sker ved at forskydningskræfterne optages gennem de i fugerne anbragte låseorganer eller forskydningslåse, og træk og trykkræfterne i de langsgående dækkanter overføres fra de enkelte dækelementers ender 20 til de understøttende søjleelementer, som har stor stivhed i bygningens længderetning.10 This is achieved by the fact that the individual floor decks, despite containing a large number of joints extending longitudinally across the building, function as rigid disks that can take up horizontal loads and transfer them to cargo-picking cores as in the 15 known parking garages of the Initially described species. This is done by the shear forces being absorbed through the locking means or shear locks placed in the joints, and the pull and compressive forces in the longitudinal tire edges are transferred from the ends 20 of the individual tire members to the supporting pillar elements which have high stiffness in the longitudinal direction of the building.
Hvert dækelement er ved enderne understøttet af et søjleelement, og der dannes således en ramme, der kan anses for at være hængslet ved søjleelementets ho-25 ved og fod. Rammerne er som følge af søjleelementernes stivhed i bygningens længderetning stabile mod væltning i nævnte retning. I et typisk parkeringshus ifølge opfindelsen kan, alt afhængigt af bygningens højde og bredde, hver 20. til 30. ramme være stift forbundet til 30 og fastholdt af en lastoptagende kerne.Each cover member is supported at the ends by a column member, thus forming a frame which can be considered to be hinged at the column member's head and foot. Due to the stiffness of the pillar elements in the longitudinal direction of the building, the frames are stable against overturning in said direction. In a typical parking garage according to the invention, depending on the height and width of the building, every 20 to 30 frames can be rigidly connected to 30 and held by a load-taking core.
Varmeudvidelsen af dækelementerne både i længderetningen og i tværretningen kan frit finde sted. Denne varmeudvidelse opsummeres ikke over husets længde, men optages i fugerne mellem de enkelte dækelementers side-35 kanter. Pugerne kan lukkes med elastisk fugemateriale på kendt måde.The thermal expansion of the cover elements in both the longitudinal and transverse directions can take place freely. This heat expansion is not summed over the length of the housing, but is absorbed into the joints between the side edges of the individual cover elements. The pegs can be closed with elastic joint material in known manner.
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Ifølge opfindelsen opnås bygningens stabilitet ved at de på tværs beliggende dækelementer er hindret i at forskydes indbyrdes langs deres mellemliggende fuger, at enkelte elementer er fastholdt af en lastopta-5 gende kerne, og at søjleelementerne som understøtter dækelementerne er stabile i bygningens længderetning. Dækkene indeholder således ingen i bygningens længderetning gennemgående komponenter, og alle indgående komponenter kan frit og uden risiko for revnedannelser 10 ekspandere og kontrahere som følge af temperaturvariationer.According to the invention, the stability of the building is achieved by the transverse covering elements being prevented from displacing one another along their intermediate joints, that individual elements are held by a load-absorbing core and that the pillar elements supporting the covering elements are stable in the longitudinal direction of the building. Thus, the tires contain no longitudinal components throughout the building, and all incoming components can expand and contract freely and without risk of cracking 10 due to temperature variations.
En foretrukken udførelsesform af parkeringshuset er ejendommelig ved, at hvert søjleelement er udformet som en lodret plade, hvis højde i det mindste svarer 15 til afstanden mellem dækkene, hvis bredde ved søjlehovedet og søjlefoden stort set svarer til bredden af dækelementet, og hvis plan er parallelt med bygningens længderetning. Ved at udforme søjleelementet på den angivne måde opnås at det bliver stabilt mod væltning i 20 sit eget plan, fordi en begyndende væltning vil medføre at det fælles tyngdepunkt for søjleelementet og den understøttede del af dækelementet vil blive løftet. Såfremt vægten af nævnte dele er tilstrækkelig stor i forhold til det væltende moment vil søjleelementet være 25 stabilt uden at der er behov for yderligere forankring af dette, f.eks. ved hjælp af sammensvejsning eller gennemgående trækstænger.A preferred embodiment of the parking garage is characterized in that each pillar element is formed as a vertical plate, the height of which at least corresponds to the distance between the tires, the width of the column head and the column foot corresponds substantially to the width of the cover element and whose plane is parallel. with the longitudinal direction of the building. By designing the column element in the manner indicated, it is achieved that it becomes stable against overturning in its own plane, because an initial overturning will cause the common center of gravity of the column element and the supported part of the cover element to be lifted. If the weight of said parts is sufficiently large in relation to the overturning moment, the column element will be stable without the need for further anchoring thereof, e.g. by means of welding or through pull bars.
I en anden foretrukken udførelsesform af opfindelsen er parkeringshuset ejendommeligt ved, at der 30 mellem hosliggende dækelementer er indskudt præfabrikerede, sekundære elementer. I den ovenfor beskrevne udførelsesform var det forudsat, at de enkelte dækelementer lå tæt ved siden af hinanden. Imidlertid kan man ved anvendelse af gængse præfabrikerede elementer und-35 være f.eks. hveranden ramme, og overdække de opståede mellemrum mellem de primære dækelementer med lette præ- 5 fabrikerede sekundære dækelementer, f.eks. af beton. I denne udførelsesform er låseorganerne beliggende mellem kanterne af de primære dækelementer og de hosliggende kanter af de sekundære dækelementer, således at det 5 sikres, at forskydningskræfter kan overføres i dækket til de stive, lastoptagende kerner. Herved opnås dels større åbenhed i planløsning og friere gennemkørselsmuligheder, dels en ganske væsentlig sænkning af materialeforbruget, ligesom montagearbejdet lettes væsentligt.In another preferred embodiment of the invention, the parking garage is characterized in that prefabricated secondary elements are interposed between adjacent tire elements. In the embodiment described above, it was assumed that the individual tire elements were close to each other. However, using conventional prefabricated elements can be e.g. frame each other, and cover the gaps between the primary tire elements with lightweight prefabricated secondary tire elements, e.g. of concrete. In this embodiment, the locking means are located between the edges of the primary tire members and the adjacent edges of the secondary tire members so as to ensure that shear forces can be transferred in the tire to the rigid, load-bearing cores. This results in greater openness in floor plan and freer pass-through, and in part a very substantial reduction in material consumption, and the installation work is considerably facilitated.
10 Låseorganerne kan ifølge opfindelsen være vin kelformede båndjernsbeslag, hvis ene vinkelben er indstøbt i det primære eller sekundære dækelements længdekant og andet vinkelben ligger parallelt med og tæt ind til denne kant og er fastsvejst til et modsvarende vin-15 kelben i en hosliggende længdekant af et primært eller sekundært dækelement. Disse låseorganer er velegnede til at indstøbe under fremstillingen af. f.eks. præfabrikerede elementer af beton, og svejsningen på montagepladsen giver en hurtig og sikker forbindelse. Efter 20 svejsningen udfyldes fugen mellem elementkanterne med elastisk fugemateriale, hvorved det forhindres at vand trænger ind til låseorganerne.According to the invention, the locking means may be angular band iron fittings, one angular leg embedded in the longitudinal edge of the primary or secondary cover member and the other angular leg lying parallel to and close to this edge and being welded to a corresponding angular leg in an adjacent longitudinal edge of a primary or secondary cover element. These locking means are suitable for molding during manufacture of. eg. prefabricated elements of concrete, and the welding on the installation site provides a fast and secure connection. After the welding, the joint between the element edges is filled with elastic joint material, thereby preventing water from entering the locking means.
En yderligere udførelsesform af parkeringshuset ifølge opfindelsen er ejendommelig ved, at der ved sam-25 lingen mellem et primært dækelement og et søjleelements hoved er kiler, fortrinsvis af nylon, der er indlagt mellem hosliggende, hovedsagelig lodrette sider af søjleelementet og det primære dækelement. Herved opnås at de vandrette kræfter i dækket på hensigtsmæssig måde 30 overføres i veldefinerede punkter til søjleelementet.A further embodiment of the car park according to the invention is characterized in that at the junction between a primary cover element and a column element head there are wedges, preferably of nylon, sandwiched between adjacent, mainly vertical sides of the column element and the primary cover element. In this way, the horizontal forces in the tire are suitably transferred to the column element in well-defined points.
Krav 6 angiver yderligere en hensigtsmæssig udførelsesform af parkeringshuset ifølge opfindelsen.Claim 6 further discloses a convenient embodiment of the car park according to the invention.
Opfindelsen vil nu blive nærmere forklaret ved hjælp af et udførelseseksempel og med henvisning til 35 tegningen, på hvilken, fig. 1 viser et parkeringshus ifølge opfindelsen, » 6 fig. 2 et andet parkeringshus ifølge opfindelsen med sekundære dækelementer, fig. 3 et parkeringshus som i fig. 2, men i flere etager, 5 fig. 4 et facadesøjleelement set fra ydersiden, fig. 5 søjleelementet i fig. 4 set fra oven, fig. 6 søjleelementet i fig. 4, set fra neden, fig. 7 et mellemsøjleelement set fra siden, fig. 8 søjleelementet i fig. 7, set fra oven, 10 fig. 9 søjleelementet i fig. 7, set fra neden, fig. 10 et delsnit i to over hinanden beliggende mellemsøjleelementer visende samlingen mellem søjleelementerne og et primært dækelement, samt placeringen af et sekundært dækelement, 15 fig. 11 et delsnit langs knæklinien XI-XI i fig.The invention will now be further explained by way of example and with reference to the accompanying drawing, in which: 1 shows a parking garage according to the invention, "6 fig. 2 shows another parking garage according to the invention with secondary cover elements; FIG. 3 shows a parking garage as in FIG. 2, but on several floors; FIG. 4 is a front pillar element seen from the outside; FIG. 5 shows the column element of FIG. 4 is a top view of FIG. 6 shows the column element of FIG. 4, seen from below; FIG. 7 is a side column element viewed from the side; FIG. 8 shows the column element of FIG. 7, top view, FIG. 9 shows the column element of FIG. 7, seen from below, fig. 10 is a partial sectional view of two superimposed intermediate column elements showing the connection between the column elements and a primary cover element, and the location of a secondary cover element; FIG. 11 is a partial sectional view along the crack line XI-XI of FIG.
10, fig. 12 et udsnit af to primære dækelementer med et låseorgan, og fig. 13 et delsnit langs linien XIII-XIII i fig.10, FIG. 12 is a sectional view of two primary cover members with a locking means; and FIG. 13 is a sectional view taken along the line XIII-XIII of FIG.
20 12.20 12.
Parkeringshuset i fig. 1 omfatter to lastoptagende kerner 1 og la, der i det viste eksempel er udformet som trappetårne, der er støbt på stedet i armeret beton, samt et antal indbyrdes parallelle præfabri-25 kerede dækelementer 3, der ligger på tværs af bygningens længderetning og ved enderne hviler på skiveformede søjleelementer 2. De primære dækelementer har set i tværsnit form af et U med nedadvendende flanger, såkaldte T-T-elementer. Overflangen i elementet har ved 30 hver ende en udsparing, der tillader at søjlehovedet på det bærende søjleelement når op i niveau med oversiden af overflangen. I fugerne 18 mellem hosliggende dækelementer 3 er der låseorganer eller fugelåse 19, der vil blive nærmere beskrevet nedenfor, og som hin-35 drer dækelementerne 3 i at forskyde sig indbyrdes i deres længderetning.The parking housing of FIG. 1 comprises two load-picking cores 1 and 1a, which in the illustrated example are designed as stair towers cast on site in reinforced concrete, as well as a plurality of parallel prefabricated covering elements 3 which lie across the longitudinal direction of the building and at the ends rests on disc-shaped column elements 2. The primary tire elements have seen in cross-section the shape of a U with downward flanges, so-called TT elements. The upper surface of the element has at each end a recess which allows the column head of the supporting column element to reach level with the upper surface of the surface. In the joints 18 between adjacent cover members 3, there are locking means or joint locks 19, which will be described in more detail below, which prevent the cover members 3 from displacing one another in their longitudinal direction.
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Hver lastoptagende kerne 1, la er stift forbundet med et dækelement 3. Den lastoptagende kernes placering i forhold til dækelementet er ikke kritisk, og som det er vist, kan en kerne være placeret ved dæk-5 elementets ende (kerne 1 og la) eller ved dækelementets langside (kerne la).Each load-receiving core 1, 1a is rigidly connected to a tire member 3. The position of the load-receiving core relative to the tire member is not critical and, as shown, a core may be located at the end of the tire member (core 1 and 1a) or at the long side of the cover element (core 1a).
Da belastningen af et etagedæk i et parkeringshus er forholdsvis lille, er det muligt at indskyde lette sekundære dækelementer mellem de primære dækele-10 menter. I parkeringshuset vist i fig. 2 er hvertandet dækelement med tilhørende søjleelementer erstattet med to rektangulære, i det væsentlige plane sekundære dækelementer 4, der med deres langsider hviler i ikke viste udsparinger i de hosliggende primære dækelementer 15 3's langsider. I det viste tilfælde kan de sekundære elementer være udført af præfabrikerede betonelementer.Since the load of a floor deck in a parking garage is relatively small, it is possible to insert lightweight secondary tire elements between the primary tire elements. In the parking garage shown in FIG. 2, each tire element with associated column elements is replaced by two rectangular, substantially planar secondary tire elements 4 which, with their long sides, rest in recesses not shown in the long sides of the adjacent primary tire elements 15 3. In the case shown, the secondary elements may be made of prefabricated concrete elements.
Parkeringshuset i fig. 3 er opbygget med primære dækelementer 3 hvilende på søjleelementer 2 og med mellemliggende sekundære dækelementer 4, på samme måde 20 som i parkeringshuset i fig. 2, dog har parkeringshuset i fig. 3 to etager. Søjleelementerne 2 i den øverste etage står direkte ovenpå søjleelementerne i etagen nedenunder, og søjleelementernes plane ydersider udgør bygningens facade. Parkeringshuset i fig. 3 har yderli-25 gere ved hver ende en lastoptagende kerne 1 og la, der kan være et trappetårn l eller en rampe la.The parking housing of FIG. 3 is constructed with primary tire members 3 resting on pillar members 2 and with intermediate secondary tire members 4, in the same manner 20 as in the parking garage of FIG. 2, however, the parking housing of FIG. 3 two floors. The pillar elements 2 in the upper floor stand directly on top of the pillar elements in the floor below, and the flat exteriors of the pillars form the facade of the building. The parking housing of FIG. 3 further has at each end a load-taking core 1 and 1a, which may be a stair tower 1 or a ramp 1a.
Søjleelementerne 2 i det viste parkeringshus består alle af stort set rektangulære plane, præfabrikerede plader af beton. I fig. 4 er vist et typisk fa-30 cadesøjleelement 2, der i søjlehovedet har udsparinger 6 i hver side med ansatser 5 på hvilke dækelementet 3's flanger kan hvile. På toppen af søjleelementet 2 er i hver side indstøbt en lejeplade 7 med et hul 8 til optagelse af en styretap 10 og en tilsvarende 35 indstøbt lejeplade 9 i søjlefoden i et ovenfor placeret søjleelement 2. Grænsende op til siden af udspa-The pillar elements 2 in the parking garage shown all consist of substantially rectangular flat, prefabricated slabs of concrete. In FIG. 4, a typical facade column element 2 is shown, which in the column head has recesses 6 on each side with abutments 5 on which the flanges of the cover element 3 can rest. On top of the pillar element 2, on each side is cast a bearing plate 7 with a hole 8 for receiving a guide pin 10 and a corresponding 35 molded bearing plate 9 in the column foot in a column element 2 above.
L/IY I Ό / I D IL / IY I Ό / I D I
8 ringen 6 er der en mindre kileformet udsparing 17 i hver side af søjlehovedet. Disse udsparinger 17 er bestemt til indsættelse af kiler 24, der overfører horisontalkræfter fra de primære dækelementer til søjle-5 elementet. Søjlefoden har ved søjleelementets inderside en recess 11, der er udformet som en not med en nedad-vendende flade 12, der danner oversiden af fugen mod et underliggende, primært dækelement når søjlen er samlet med en underliggende søjle.8 the ring 6 there is a smaller wedge-shaped recess 17 in each side of the column head. These recesses 17 are intended for insertion of wedges 24 which transmit horizontal forces from the primary tire members to the column 5 member. The column foot has a recess 11 at the inside of the column element, which is formed as a groove with a downwardly facing surface 12, which forms the upper side of the joint against an underlying, primarily cover element, when the column is assembled with an underlying column.
10 Fig. 1-3 viser parkeringshuse, hvor hvert dæk element løber fra bygningens ene facade til den modstående facade på tværs af husets længderetning. Ved større parkeringshuse kan der imidlertid på tværs af husets længderetning være flere dækelementer, der lig-15 ger i forlængelse af hinanden. Enderne af de primære dækelementer ved facaderne understøttes af facadesøj-leelementer som vist i fig. 4, medens der anvendes mellemsøj leelementer som vist i fig. 7 til understøttelse af enderne af to hosliggende dækelementer. Mellemsøjle-20 elementet er som facades øj leelementet opbygget som en i det væsentlige rektangulær plan, præfabrikeret plade af beton. Søjleelementets hoved har udsparinger 6 i hver side med afsatser 5 på hvilke dækelementerne 3's flanger kan hvile. På toppen af mellemsøjleelementet 25 22 er der i hver side indstøbt en lejeplade 7 med et hul 8 til optagelse af en styretap 10 fra en tilsvarende indstøbt lejeplade 9 i søjlefoden i et ovenfor placeret søjleelement 22. Grænsende op til siden af udsparingerne 6 er der mindre kileformede udsparinger 30 17 i hver side af søjlehovedet til at optage kiler 24 af et hårdt og sejt materiale fx en hård plast, der overfører horisontalkræfter fra det primære dækelements flanger til søjleelementet. Søjlefoden er indrettet på tilsvarende måde som for facadesøj leelementet idet dog 35 recessen 11 med fladen 12 løber hele vejen omkring søjlen.FIG. 1-3 show parking houses where each deck element runs from one building's facade to the opposite facade across the longitudinal direction of the house. However, in the case of larger parking houses, there may be several tire elements which extend in succession across the longitudinal direction of the housing. The ends of the primary cover elements at the facades are supported by facade pillar elements as shown in FIG. 4, while using intermediate column elements as shown in FIG. 7 to support the ends of two adjacent tire members. The middle pillar element, like the facade eye element, is constructed as a substantially rectangular plane, prefabricated slab of concrete. The column element head has recesses 6 on each side with ledges 5 on which the flanges of the cover elements 3 can rest. On top of the intermediate column element 25 22, on each side is cast a bearing plate 7 with a hole 8 for receiving a guide pin 10 from a corresponding embedded bearing plate 9 in the column foot of a column element 22. Above the side of the recesses 6 there are smaller wedge-shaped recesses 30 17 on each side of the column head for receiving wedges 24 of a hard and tough material, for example a hard plastic which transfers horizontal forces from the flanges of the primary cover element to the column element. The column foot is arranged in the same way as for the facade column element, however, the recess 11 with the surface 12 runs all the way around the column.
9 DK 167451 B19 DK 167451 B1
Fig. 10 viser i noget skematisk form samlingen mellem to mellemsøj leelementer og de tilhørende primære dækelementer. Figuren viser en del af søjlehovedet i et mellems øj leelement med en lejeplade 7, hvorpå et oven 5 over placeret mellemsøj leelement 22 hviler via sin lejeplade 9 med styretap 10, der går ned i hullet 8 i den underliggende lejeplade 7. I figurens venstre side ses endefladen af den nedadvendende flange af et primært dækelement 3. Flangens underkant hviler via en 10 lejeplade 14 af gummi på ansatsen 5 på det nederste søjleelement 22. I den kileformede udskæring 17 i søjlehovedet er placeret en kile 24, der ligger an mod indersiden af dækelementet 3's nedadvendende flange.FIG. Figure 10 shows in some schematic form the connection between two midsole elements and the associated primary tire elements. The figure shows part of the column head of an intermediate eye sealing element with a bearing plate 7, on which a top 5 located intermediate column sealing element 22 rests via its bearing plate 9 with guide pin 10, which extends into the hole 8 in the underlying bearing plate 7. In the left side of the figure. see the end face of the downward flange of a primary cover member 3. The lower edge of the flange rests via a rubber bearing plate 14 on the shoulder 5 of the lower column member 22. In the wedge-shaped cut-out 17 in the column head is a wedge 24 which abuts the inside of the the downward flange of the cover member 3.
Som vist i fig. 11 sammenholdes de to hosliggen-15 de flangeender i de primære dækelementer ved hjælp af en stang 16, der ilægges efter montagen af dækelementerne på søjlen, og fastsvejses til ikke. viste forankringsbeslag, der er indstøbt i flangeendernes overside.As shown in FIG. 11, the two adjacent flange ends of the primary tire members are compared by means of a rod 16 which is inserted after mounting the tire members on the column and is not welded to it. shown anchoring brackets embedded in the top of the flange ends.
De ender af dækelementerne, der hviler på facadesøjle-20 elementer er på tilsvarende måde forankret til i søjlehovedet indstøbte forankringsbeslag ved hjælp af svejsning efter montagen.The ends of the tire elements resting on facade column 20 elements are similarly anchored to anchoring brackets embedded in the column head by welding after installation.
I venstre side af fig. 10 ses også en del af et sekundært dækelement 4, der med sin kant hviler i en 25 langsgående udsparing 13 i det primære dækelements langsgående kant. Mellem det sekundære dækelement 4 og det primære dækelement 3 er der indskudt et stort antal lejebrikker 15 af gummi. Ved ændringer i omgivelsernes temperatur vil der forekomme indbyrdes bevæg-30 eiser mellem det sekundære og det primære dækelement i retning på tværs af fugen mellem dem. Hele denne bevægelse optages i lejebrikkerne 15, og der forekommer således ingen forskydning indbyrdes mellem lejebrikken 15 og det primære respektive det sekundære dækelement.In the left side of FIG. 10, there is also seen a part of a secondary cover element 4 which rests with its edge in a longitudinal recess 13 in the longitudinal edge of the primary cover element. Between the secondary tire element 4 and the primary tire element 3 a large number of rubber bearing pieces 15 are inserted. In the case of changes in ambient temperature, there will be mutual movements between the secondary and the primary cover member in a transverse direction between the joints. This entire movement is recorded in the bearing pieces 15, and thus no displacement occurs between the bearing plate 15 and the primary and secondary cover elements respectively.
35 Lejebrikkerne 15 skal være nøjagtigt placeret således at de kræfter, der overføres fra det sekundære dækele-The bearing plates 15 must be precisely positioned so that the forces transmitted from the secondary tire
Claims (6)
Priority Applications (4)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| DK168290A DK167451B1 (en) | 1990-07-12 | 1990-07-12 | PARKING HOUSE WITH FLOOR COVERING WHICH INCLUDES PREPARED ELEMENTS |
| EP91913393A EP0491925B1 (en) | 1990-07-12 | 1991-07-10 | Multi-storey car park with floors comprising prefabricated slabs |
| PCT/DK1991/000199 WO1992001133A1 (en) | 1990-07-12 | 1991-07-10 | Multi-storey car park with floors comprising prefabricated slabs |
| DE69116333T DE69116333T2 (en) | 1990-07-12 | 1991-07-10 | MULTI-STOREY CAR PARK WITH FLOORS FROM PRE-FABRIC PANELS |
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| DK168290 | 1990-07-12 | ||
| DK168290A DK167451B1 (en) | 1990-07-12 | 1990-07-12 | PARKING HOUSE WITH FLOOR COVERING WHICH INCLUDES PREPARED ELEMENTS |
Publications (3)
| Publication Number | Publication Date |
|---|---|
| DK168290D0 DK168290D0 (en) | 1990-07-12 |
| DK168290A DK168290A (en) | 1992-01-13 |
| DK167451B1 true DK167451B1 (en) | 1993-11-01 |
Family
ID=8107166
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| DK168290A DK167451B1 (en) | 1990-07-12 | 1990-07-12 | PARKING HOUSE WITH FLOOR COVERING WHICH INCLUDES PREPARED ELEMENTS |
Country Status (4)
| Country | Link |
|---|---|
| EP (1) | EP0491925B1 (en) |
| DE (1) | DE69116333T2 (en) |
| DK (1) | DK167451B1 (en) |
| WO (1) | WO1992001133A1 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2000053859A1 (en) * | 1999-03-10 | 2000-09-14 | Oy Addax Ab | Method and arrangement for assembling roof |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| NO341267B1 (en) | 2014-08-04 | 2017-10-02 | Svein Berg Holding As | Building element, building comprising one or more building elements and method for joining building elements and supporting elements |
| CN113202125A (en) * | 2021-05-12 | 2021-08-03 | 山东建筑大学 | Prefabricated component for assembling integral combined open caisson with arched section and construction method |
Family Cites Families (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE902308C (en) * | 1939-05-07 | 1954-01-21 | Wilhelm Ludowici Dr Ing | Ceiling for residential houses consisting of individual support plates |
| DE805549C (en) * | 1948-10-02 | 1951-05-21 | Friedrich Lehmann | Reinforced concrete rib ceiling |
| BE521027A (en) * | 1953-06-27 | |||
| DK85531C (en) * | 1954-01-13 | 1958-05-12 | Siporex Int Ab | Method for connecting lightweight concrete slabs in roof or joist layers. |
| DK90690C (en) * | 1954-03-15 | 1961-04-04 | Anders Bertil Engwall | Method for joining lightweight concrete slabs in roofs or joists. |
| US3724141A (en) * | 1970-01-15 | 1973-04-03 | M Kelleher | Modular units, buildings and systems |
| US3694977A (en) * | 1970-09-01 | 1972-10-03 | Marvin Verman | Modular row housing |
| GB1367645A (en) * | 1970-11-27 | 1974-09-18 | Rice E K | Demountable plural level building structure |
| US3983673A (en) * | 1972-07-04 | 1976-10-05 | Raymond Francois Emile Camus | Volumic construction element of generally rectangular parallelepiped shape |
| DK130930C (en) * | 1973-02-21 | 1978-11-27 | Bruun & Soerensen | RAILWAY SURFACE |
| LU77983A1 (en) * | 1977-08-17 | 1978-02-13 | ||
| US4583336A (en) * | 1984-10-29 | 1986-04-22 | The Austin Company | Joint of preformed concrete elements |
| IL91978A (en) * | 1989-10-12 | 1991-12-15 | Igal Erel | Modular prefabricated structure,the elements comprising it and a method for combining them |
-
1990
- 1990-07-12 DK DK168290A patent/DK167451B1/en not_active IP Right Cessation
-
1991
- 1991-07-10 DE DE69116333T patent/DE69116333T2/en not_active Expired - Fee Related
- 1991-07-10 WO PCT/DK1991/000199 patent/WO1992001133A1/en active IP Right Grant
- 1991-07-10 EP EP91913393A patent/EP0491925B1/en not_active Expired - Lifetime
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2000053859A1 (en) * | 1999-03-10 | 2000-09-14 | Oy Addax Ab | Method and arrangement for assembling roof |
Also Published As
| Publication number | Publication date |
|---|---|
| EP0491925A1 (en) | 1992-07-01 |
| EP0491925B1 (en) | 1996-01-10 |
| DE69116333D1 (en) | 1996-02-22 |
| DK168290A (en) | 1992-01-13 |
| DK168290D0 (en) | 1990-07-12 |
| DE69116333T2 (en) | 1996-09-19 |
| WO1992001133A1 (en) | 1992-01-23 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| B1 | Patent granted (law 1993) | ||
| B1 | Patent granted (law 1993) | ||
| PUP | Patent expired |