SE467059B - Foundation for buildings erected on the ground - Google Patents

Foundation for buildings erected on the ground

Info

Publication number
SE467059B
SE467059B SE8500328A SE8500328A SE467059B SE 467059 B SE467059 B SE 467059B SE 8500328 A SE8500328 A SE 8500328A SE 8500328 A SE8500328 A SE 8500328A SE 467059 B SE467059 B SE 467059B
Authority
SE
Sweden
Prior art keywords
frames
planks
ground
spacer
foundation
Prior art date
Application number
SE8500328A
Other languages
Swedish (sv)
Other versions
SE8500328L (en
SE8500328D0 (en
Inventor
Kurt Arne Bystroem
Original Assignee
Kurt Arne Bystroem
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
Priority claimed from SE8400444A external-priority patent/SE8400444D0/en
Application filed by Kurt Arne Bystroem filed Critical Kurt Arne Bystroem
Publication of SE8500328D0 publication Critical patent/SE8500328D0/en
Publication of SE8500328L publication Critical patent/SE8500328L/en
Publication of SE467059B publication Critical patent/SE467059B/en

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00Foundations as substructures
    • E02D27/01Flat foundations

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Structural Engineering (AREA)
  • Fencing (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Road Paving Structures (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

A foundation for buildings temporarily erected on the ground comprises a row of plinths made up of spacer frames stacked on top of one another. These frames are made of identical plank sections whose ends are laid crosswise on each other and joined together by means of spikes, the hardened tips of which protrude from the timber in opposite directions. <IMAGE>

Description

20 25 b) UI 467 059 plan än de inbördes parallella undre plankorna 2l, 2a och sträcker sig vinkelrätt mot dessa senare. Ramens plankor är hopfästa medelst vertikalt riktade spikar 29, lämpligen 4 stycken vid varje hörn, vilkas härdade spetsar 3l skjuter ut växelvis uppåt och nedåt, så att de vid stapelns hoplägg- ning tränger in i angränsande ramar och därigenom säkrar sta- peln mot sidoförskjutning. Vid sammanläggning av stapeln orienteras ramarna växelvis åt olika håll, så att angränsan- de ramars plankor anligqor mot varandra endast vid stapolns hörn. B) UI 467 059 planes than the mutually parallel lower planks 21, 2a and extending perpendicular to these latter. The planks of the frame are fastened together by vertically directed nails 29, suitably 4 at each corner, the hardened tips 3l of which project alternately upwards and downwards, so that when the stack is assembled they penetrate into adjacent frames and thereby secure the stack against lateral displacement. When assembling the stack, the frames are oriented alternately in different directions, so that the planks of the adjacent frames abut each other only at the corners of the stack.

Grundplattorna 19 är kvadratiska och skjuter utanför sta- peln, d.v.s. deras horisontella mått är större än dis::nsra- marnas. De kan bestå av t.ex. fyra relativt tunna tätt lig- gande plankor 33 och två grövre tvärslåar 35 med samma inbör- des avstånd som i ramarna.The base plates 19 are square and project outside the pile, i.e. their horizontal dimensions are larger than those of the dis :: ns frames. They can consist of e.g. four relatively thin closely spaced planks 33 and two thicker crossbars 35 with the same mutual distance as in the frames.

Den översta ramen i stapeln orienteras företrädesvis så som fig. 9 visar, d.v.s. så att dess översta plankor blir Vinkelräta mot bärbalkarnas 13, 15 plankor, när dessa läggs på plats. Om höjdläget behöver justeras, inskjutes en eller flera mellanläggsplattor 37 under balkarna. Alternativt kan den översta distansramen vridas 90O, så att balkarna med eller utan mellanlägg kommer att vila mot de undre plankorna i den översta ramen och alltså helt eller delvis skjuter ned mellan dess övre plankor. Med enkla medel är det alltså möjligt att bygga upp ett stabilt och i höjdled noggrant justerbart mark- underlag.The top frame of the stack is preferably oriented as Fig. 9 shows, i.e. so that its uppermost planks become perpendicular to the planks of the supporting beams 13, 15, when these are laid in place. If the height position needs to be adjusted, one or more shims 37 are inserted under the beams. Alternatively, the upper spacer frame can be rotated 90 °, so that the beams with or without spacers will rest against the lower planks of the top frame and thus completely or partially slide down between its upper planks. With simple means, it is thus possible to build up a stable and in height accurately adjustable ground surface.

När i markunderlaget ingår flera i linje med varandra utlagda stödbalkar 13, 15, placeras en plint mitt under de' sammanstötande balkarnas ändytor och balkändarna förbindes medelst den i fig. 7 visade skarvsatsen, som består av två plåtbrickor 39, 41 och två mellan dem insatta bultar 43, 45, vilka vid hopmonteringen insättes genom tfärgående hål 47, 49, fig. 2 och 3,i balkändarna, och åtdrages så att plåtbrickorna ufif-d. anpressas mot deras motsatta sidor.When the ground base includes several support beams 13, 15 laid in line with each other, a plinth is placed in the middle under the end surfaces of the abutting beams and the beam ends are connected by means of the joint set shown in Fig. 7, which consists of two plate washers 39, 41 and two inserted between them. bolts 43, 45, which during assembly are inserted through through holes 47, 49, Figs. 2 and 3, in the beam ends, and tightened so that the plate washers u fi f-d. pressed against their opposite sides.

Markunderlaget tillhandahålles som en i fabrik tillverkad standardiserad byggsats, varav man på platsen för den proviso- 10 l5 467 059 riska byggnaden tar ut erforderliga delar, beroende på mar- kens höjdförhållanden m.m., och manuellt lägger samman dessa samt efter avvägning justerar plintarnas höjd så att ett nog- grant horisontellt fundament för byggnaden erhålles. Efteråt skeende sjunkning av marken kan lätt kompenseras genom in- skjutande av extra mellanläggsplattor 37. Sedan byggnaden flyttats, kan underlagets delar lätt skiljas åt och oskadade användas på ett nytt ställe.The ground base is provided as a factory-manufactured standardized construction kit, of which the required parts are removed at the site of the temporary building, depending on the ground's height conditions, etc., and manually folded together and after balancing, the height of the plinths is adjusted so that a accurately horizontal foundation for the building is obtained. Subsequent subsidence of the ground can easily be compensated by inserting extra spacer tiles 37. After the building has been moved, the parts of the base can be easily separated and undamaged used in a new location.

Alla plankor består av sågat trävirke. mått är följande. Basplat- tans bräder 19: 25 x 100 x 560 mm, och dess slåar 35: 45 x 95 x 560 mm. Bärbalkarnas sidoplankor: 45 x l45 x 4000 mm.All planks consist of sawn wood. measurements are as follows. The boards of the base plate 19: 25 x 100 x 560 mm, and its strikes 35: 45 x 95 x 560 mm. Side beams of the supporting beams: 45 x l45 x 4000 mm.

Utskjutande spikspetsar: 3 mm.Protruding nail tips: 3 mm.

Rekommenderade Hnmplnnknrnn: 45 x 95 x 400 mm.Recommended Hnmplnnknrnn: 45 x 95 x 400 mm.

Ovan angivna mått är alls ej kritiska utan kan varieras inom vida gränser. Vidare är uppfinningen ej bunden till de ovan beskrivna detaljerna, utan konstruktionen kan modifieras i olika avseenden inom de av efterföljande patentkrav bestämda gränserna.The above measurements are not critical at all but can be varied within wide limits. Furthermore, the invention is not limited to the details described above, but the construction can be modified in various respects within the limits defined by the appended claims.

Claims (1)

1. 467 059 PATENTKRAV (Alternativ C) Underlag för på marken tillfälligt uppställda byggnader, särskilt arbetsbodar eller raststugor vid byggarbetsplatser, omfattande en rad plintar, vari ingår på varandra staplade distansramar, och ovanpå och mellan dessa utlagda horisontella bärbalkar (13, 15), k ä n n e t e c k n a t därav, att i plintarna ingående distansramar är likadana, och att varje distansram bildas av endast fvra likadana plankstycken (21, 23, 25, 27)som med sina Vttersta ändpartier är korsvis di- rekt lagda på varandra och hopfästa till en enhet, varvid de undre plankorna (21. 23) ligger i ett annat horisontalplan än de övre plankorna (25, 27) och är vinkelräta mot dessa, och att honfästníngen är utförd medelst spikar (29), vilkas härdade spetsar (31) sticker ut växelvis uppåt och nedåt för att vid ramarnas hopläggning tränga in i angränsande ramar och därigenom säkra stapeln mot sidoförskjutning. d;467 059 PATENT REQUIREMENTS (Alternative C) Substrates for buildings temporarily erected on the ground, in particular work sheds or rest cabins at construction sites, comprising a series of plinths, in which spaced-apart spacer frames are included, and on top of and between these horizontal beams (13, 15); characterized in that the spacer frames included in the terminals are the same, and that each spacer frame is formed by only four identical plank pieces (21, 23, 25, 27) which with their farthest end portions are crosswise directly superimposed on each other and fastened together into a unit , the lower planks (21. 23) lying in a different horizontal plane than the upper planks (25, 27) and being perpendicular to them, and that the female fastening is made by means of nails (29), the hardened tips (31) of which protrude alternately upwards and downwards in order to penetrate into adjacent frames during the folding of the frames and thereby secure the stack against lateral displacement. d;
SE8500328A 1984-01-30 1985-01-24 Foundation for buildings erected on the ground SE467059B (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
SE8400444A SE8400444D0 (en) 1984-01-30 1984-01-30 APPLICABLE SUBSTANCES
SE8401600A SE8401600D0 (en) 1984-01-30 1984-03-22 BODUNDERLAG

Publications (3)

Publication Number Publication Date
SE8500328D0 SE8500328D0 (en) 1985-01-24
SE8500328L SE8500328L (en) 1985-07-31
SE467059B true SE467059B (en) 1992-05-18

Family

ID=26658627

Family Applications (2)

Application Number Title Priority Date Filing Date
SE8401600A SE8401600D0 (en) 1984-01-30 1984-03-22 BODUNDERLAG
SE8500328A SE467059B (en) 1984-01-30 1985-01-24 Foundation for buildings erected on the ground

Family Applications Before (1)

Application Number Title Priority Date Filing Date
SE8401600A SE8401600D0 (en) 1984-01-30 1984-03-22 BODUNDERLAG

Country Status (4)

Country Link
DE (1) DE8502160U1 (en)
DK (1) DK166157C (en)
NO (1) NO850269L (en)
SE (2) SE8401600D0 (en)

Also Published As

Publication number Publication date
DK38885A (en) 1985-07-31
SE8500328L (en) 1985-07-31
NO850269L (en) 1985-07-31
DK166157C (en) 1993-08-23
DE8502160U1 (en) 1985-04-25
DK38885D0 (en) 1985-01-29
SE8401600D0 (en) 1984-03-22
SE8500328D0 (en) 1985-01-24
DK166157B (en) 1993-03-15

Similar Documents

Publication Publication Date Title
US4910939A (en) Construction system
US1848085A (en) Bracket
CA2790863C (en) Scaffolding
US4479342A (en) Post frame building and method of constructing the same
US2442292A (en) Form for plastic structural work
US5551200A (en) Elongated integral truss brace
US3600863A (en) Concrete slab with improved fastening means
RU2731430C1 (en) Building and method of its construction
SE467059B (en) Foundation for buildings erected on the ground
US6843036B2 (en) Joist bridging system
JP2016194208A (en) Rafter joint structure
US6212844B1 (en) Architectural bearing wall construction incorporating courses of fiberboard planks or the like
SE503346C2 (en) Noise-canceling screen construction
US7225593B2 (en) Post-framing system
JP2020176490A (en) Roof panel, roof structure, and roof structure construction method
JP6436361B2 (en) Stair foundation structure, stairs, and stairs construction method
KR20200045777A (en) Structure of truss panel for a wooden house
CN111373105A (en) Improvements in building construction
AU620817B2 (en) Improvements in or relating to a jig and a method of forming a panel for a building
CA1141932A (en) Composite beam structure
JPH0455053Y2 (en)
JP2530751B2 (en) Floor structure
JP2021165496A (en) Roof structure, and construction method of roof structure
JPH0730808Y2 (en) Wooden building materials
Emary et al. Supports to Buildings—Shoring

Legal Events

Date Code Title Description
NAL Patent in force

Ref document number: 8500328-3

Format of ref document f/p: F

NUG Patent has lapsed