NO115467B - - Google Patents
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- Publication number
- NO115467B NO115467B NO159942A NO15994265A NO115467B NO 115467 B NO115467 B NO 115467B NO 159942 A NO159942 A NO 159942A NO 15994265 A NO15994265 A NO 15994265A NO 115467 B NO115467 B NO 115467B
- Authority
- NO
- Norway
- Prior art keywords
- section
- sections
- clamped
- wall
- screw
- Prior art date
Links
- 210000000056 organ Anatomy 0.000 claims description 4
- 238000010276 construction Methods 0.000 claims description 3
- 239000011521 glass Substances 0.000 description 2
- 238000005259 measurement Methods 0.000 description 2
- 229920002522 Wood fibre Polymers 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000011505 plaster Substances 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
- 239000002025 wood fiber Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B17/00—Drilling rods or pipes; Flexible drill strings; Kellies; Drill collars; Sucker rods; Cables; Casings; Tubings
- E21B17/01—Risers
- E21B17/012—Risers with buoyancy elements
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B33/00—Sealing or packing boreholes or wells
- E21B33/02—Surface sealing or packing
- E21B33/03—Well heads; Setting-up thereof
- E21B33/035—Well heads; Setting-up thereof specially adapted for underwater installations
Landscapes
- Engineering & Computer Science (AREA)
- Geology (AREA)
- Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Environmental & Geological Engineering (AREA)
- Fluid Mechanics (AREA)
- Physics & Mathematics (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Mechanical Engineering (AREA)
- Earth Drilling (AREA)
- Foundations (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Description
Veggkonstruksjoner for bygg, hvilke konstruksjoner er satt sammen av seksjoner. Wall structures for buildings, which structures are assembled from sections.
Ved slike veggkonstruksjoner som består av standardseksjonér, der som en enhet strekker seg mellom gulv og tak, og som i oppreist stilling fastspennes ved organer som kan forlenges i seksjonens høyderet-ning, kan det oppstå vanskeligheter med hensyn til den horisontale justering av seksjonene innbyrdes. Gulvet, henholdsvis taket, i et bygg er jo sjelden helt vannrett, og det viser seg ofte, særlig ved begger som har stor utstrekning i lengderetningen, for eksempel for kontorer eller lignende, at høydemålet mellom gulvet og taket varierer betydelig langsetter veggen, slik at man ikke får en tilfredsstillende montering hvis man lar seksjonene hvile mot gulvet, resp. støtte seg mot taket, og altså anvender en av disse deler som utgangspunkt for seksjonenes innretning. Vanligvis er disse veggseksjoner anordnet med en med glass forsynt åpning, eller også kunne de være oppdelt i felt ved horisontale lister. Det er da nødvendig at man har mulighet for ved montering av veggen å justere seksjonene slik i høyderetning at feltenes, henholdsvis rutenes, horisontale begrensningspartier blir liggende i hverandres lineære forlen-gelse. Dette oppnås ifølge oppfinnelen ved at hver seksjon ved hjørnene av begge de horisontale sider er forsynt med i seksjonens høyderetning forløpende utad åpne kanaler eller uttagninger, og at de forlengbare organer, som på kjent måte er utført for eksempel som skruer, bevegelige i oppgjengede deler, er tilpasset for å inn-føres i uttagninger i seksjonene, idet denne i oppreist stilling kan fastspennes i organ som er parvis anbragt ved den ene eller andre av seksjonennes over- eller undersider, eller ved begge sider samtidig. In the case of such wall constructions which consist of standard sections, which as a unit extends between floor and ceiling, and which in an upright position are clamped by means that can be extended in the section's height direction, difficulties may arise with regard to the horizontal alignment of the sections with each other. The floor, respectively the ceiling, in a building is rarely completely horizontal, and it often turns out, especially with both that have a large extent in the longitudinal direction, for example for offices or the like, that the height measurement between the floor and the ceiling varies significantly along the wall, so that you do not get a satisfactory assembly if you let the sections rest against the floor, resp. lean against the ceiling, and thus use one of these parts as a starting point for the layout of the sections. Usually these wall sections are arranged with a glassed opening, or they could be divided into fields by horizontal strips. It is then necessary that when assembling the wall you have the option to adjust the sections in height so that the horizontal limiting parts of the fields, respectively the panes, lie in each other's linear extension. According to the invention, this is achieved by each section at the corners of both horizontal sides being provided with outwardly open channels or recesses extending in the height direction of the section, and that the extendable members, which are designed in a known manner, for example as screws, movable in suspended parts, is adapted to be introduced into recesses in the sections, as this in an upright position can be clamped in an organ which is arranged in pairs at one or the other of the upper or lower sides of the sections, or at both sides at the same time.
På vedlagte tegninger vises som eksempel oppfinnelsen tilpasset for en vegg beregnet for et kontorbygg. Fig. 1—3 viser forskjellige utførelser av seksjonenes montering, hvor feilen i bygget med hensikt er overdrevet, slik at de forskjellige tilfelle tydelig atskilles. Fig. 4 viser en enkel standardseksjon, og fig. 5 er en detalj av dennes ene The attached drawings show, as an example, the invention adapted for a wall intended for an office building. Fig. 1-3 show different versions of the assembly of the sections, where the error in the building is intentionally exaggerated, so that the different cases are clearly separated. Fig. 4 shows a simple standard section, and fig. 5 is a detail of this one
hjørne i større målestokk. corner on a larger scale.
Fig. 6 viser til slutt en hensiktsmessig utførelsesform av selve fastspenningsorga-net. Fig. 6 finally shows a suitable embodiment of the clamping device itself.
Veggen består av seksjoner 1 av stan-dardstørrelse, hver forsynt med en innsatt glassrute 2. Seksjonene utføres med et mål som med et par centimeter ligger under den beregnede avstand mellom gulv og tak i bygget, og for å muligjøre montering uav-hengig av de feil som eventuelt kunne oppstå i bygget, er seksjonene ifølge oppfinnelsen utformet slik at fastspenningsorga-nene kan anbringes såvel ved deres over-som undersider, eller eventuelt ved begge sider samtidig. Seksjonene består fortrinsvis av et innvendig rammeverk, som på begge sider er bekledd med plater av tre, trefiber eller lignende. I rammeverket inngår fortrinsvis to vertikale støtter 3 anbragt langs seksjonenes sider og i disses ender er der utboringer 4 for den skrue som inngår i befestigelsesorganene 5. The wall consists of sections 1 of standard size, each provided with an inserted glass pane 2. The sections are made with a measurement that is a couple of centimeters below the calculated distance between floor and ceiling in the building, and to enable assembly independently of the errors that could possibly occur in the building, the sections according to the invention are designed so that the clamping devices can be placed both on their upper and lower sides, or possibly on both sides at the same time. The sections mainly consist of an internal framework, which is covered on both sides with boards made of wood, wood fiber or the like. The framework preferably includes two vertical supports 3 arranged along the sides of the sections and at their ends there are bores 4 for the screw included in the fastening members 5.
Disse organene består av en skrue 6 forsynt med et hode 7, utformet med ten-ner 8 som griper inn i tilsvarende del av bygget, og derved hindrer skruens dreining under montering. På skruen er en mutter 9, som over en kort, men kraftig fjær 10 presser en skive 11 mot seksjonen. Ved innkobling av fjæren blir seksjonen ikke stumt fastspent mellom gulv og tak, men vil bli upåvirket av mindre setninger i bygget. Utboringen i støtten gir fri innføring av skruen, og denne har en slik lengde at den, selv når den er skrudd ut til høyest beregnede stilling, raker ut i utboringen med en så stor del at det fåes en tilstrekke-lig styring i retning tvers på veggens plan. These bodies consist of a screw 6 provided with a head 7, designed with teeth 8 which engage in the corresponding part of the building, thereby preventing the screw from turning during assembly. On the screw is a nut 9, which over a short but powerful spring 10 presses a disc 11 against the section. When the spring is switched on, the section will not be rigidly clamped between floor and ceiling, but will be unaffected by minor movements in the building. The bore in the support provides free insertion of the screw, and this has such a length that, even when it is unscrewed to the highest calculated position, it protrudes into the bore with such a large part that sufficient control is obtained in the direction across the plane of the wall.
Ved montering av veggen legger man på vanlig måte langsgående lister langs gulv og tak, og seksjonene presses mot disse for å hindre skader på gulvbelegg, resp. takpuss. I de tre viste utførelseseksempler i fig. 1—3 er disse lister utelatt, og feilen er som nevnt med hensikt overdrevet. I fig. 1 har man regnet med at gulvet et tilstrek-kelig plant til å gi nøyaktig montering av seksjonene med glassrutenes horisontale begrensningspartier anbragt på linje. Fast-spenningsorganene anordnes derfor ved seksjonenes overside og takets utseende er av mindre betydning. I fig. 2 er det om-vendte tilfellet, det vil si her er det taket som er anvendt som rettesnor ved monteringen og fastsspenningsorganene anbringes her ved seksjonenes underside. When installing the wall, longitudinal strips are laid in the usual way along the floor and ceiling, and the sections are pressed against these to prevent damage to the floor covering, resp. ceiling plaster. In the three embodiment examples shown in fig. 1-3, these lists are omitted, and as mentioned, the error is deliberately exaggerated. In fig. 1, it has been assumed that the floor is sufficiently level to provide accurate assembly of the sections with the horizontal limiting parts of the glass panes arranged in line. The fixed tension members are therefore arranged at the upper side of the sections and the appearance of the roof is of less importance. In fig. 2 is the opposite case, that is to say here it is the ceiling that is used as a guideline during assembly and the clamping devices are placed here at the underside of the sections.
I eksemplet ifølge fig. 3 avviker såvel gulv som tak fra den opprinnelige planerte eller ønskede stilling i så stor utstrekning at det er hensiktsmessig, for å oppnå tilfredsstillende montering, å anbringe fast-spenningsorgan ved såvel over- som un-dersidene av veggen, og altså foreta juster-ingen etter en vilkårlig valgt horisontal linje. Det vil forstås at i mange tilfelle kan det være hensiktsmessig ved en og samme vegg å gripe til forskjellig plasering av organene, slik at man skifter plasering fra oversiden til undersiden, eller anvender organ ved en enkelt eller begge sider, etter som forholdene varierer. Det som er det essensielle ved oppfinnelsen er at hver seksjon skal være forsynt med utboringer, såvel i over- som i undersiden, og at fast-spenningsorganene er utformet slik at de valgritt kan innføres i disse åpninger og der kan spennes fast mot den motstående del av bygget. Herved kan juster ingsarbei-det på arbeidsplassen i høy grad reduseres, samtidig som mellomleggsskiver og pass-stykker i det vesentlige kan unngåes. In the example according to fig. 3, both the floor and the ceiling deviate from the original planned or desired position to such a large extent that it is appropriate, in order to achieve a satisfactory installation, to place a fixed tensioning device at both the upper and lower sides of the wall, and thus make the adjustment along an arbitrarily chosen horizontal line. It will be understood that in many cases it may be appropriate for one and the same wall to resort to different placement of the organs, so that one changes the placement from the upper side to the lower side, or uses an organ on a single or both sides, as the conditions vary. What is essential about the invention is that each section must be provided with bores, both in the upper and lower sides, and that the fixed-tensioning means are designed so that they can optionally be introduced into these openings and can be clamped there against the opposite part of the building. In this way, adjusting work at the workplace can be greatly reduced, while shims and shims can essentially be avoided.
Claims (2)
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US401488A US3330340A (en) | 1964-10-05 | 1964-10-05 | Marine conductor pipe assembly |
Publications (1)
Publication Number | Publication Date |
---|---|
NO115467B true NO115467B (en) | 1968-10-14 |
Family
ID=23587969
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
NO159942A NO115467B (en) | 1964-10-05 | 1965-10-04 |
Country Status (8)
Country | Link |
---|---|
US (1) | US3330340A (en) |
BE (1) | BE670490A (en) |
DE (1) | DE1262936B (en) |
DK (1) | DK112231B (en) |
ES (1) | ES318104A1 (en) |
GB (1) | GB1060818A (en) |
NL (1) | NL6512828A (en) |
NO (1) | NO115467B (en) |
Families Citing this family (15)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3426843A (en) * | 1966-10-10 | 1969-02-11 | Shell Oil Co | Marine conductor pipe assembly |
US3638721A (en) * | 1969-12-10 | 1972-02-01 | Exxon Production Research Co | Flexible connection for rotating blowout preventer |
US3913668A (en) * | 1973-08-22 | 1975-10-21 | Exxon Production Research Co | Marine riser assembly |
US4046191A (en) * | 1975-07-07 | 1977-09-06 | Exxon Production Research Company | Subsea hydraulic choke |
US3999617A (en) * | 1975-09-29 | 1976-12-28 | Exxon Production Research Company | Self-supported drilling riser |
US4470722A (en) * | 1981-12-31 | 1984-09-11 | Exxon Production Research Co. | Marine production riser system and method of installing same |
US4646840A (en) * | 1985-05-02 | 1987-03-03 | Cameron Iron Works, Inc. | Flotation riser |
US4648747A (en) * | 1985-06-26 | 1987-03-10 | Hughes Tool Company | Integral buoyant riser |
US4784528A (en) * | 1986-02-25 | 1988-11-15 | Chevron Research Company | Method and apparatus for piled foundation improvement with freezing using down-hole refrigeration units |
US5730554A (en) * | 1996-03-22 | 1998-03-24 | Abb Vetco Gray Inc. | Articulated riser protector |
NL1008311C2 (en) * | 1998-02-16 | 1999-08-18 | Adviesbureau H Van Der Poel | Riser tube construction. |
US6155748A (en) * | 1999-03-11 | 2000-12-05 | Riser Systems Technologies | Deep water riser flotation apparatus |
US7451822B2 (en) * | 2006-05-09 | 2008-11-18 | Noble Drilling Services Inc. | Method for retrieving riser for storm evacuation |
US8214993B1 (en) | 2009-11-11 | 2012-07-10 | Coastal Cargo Company, Inc. | Method and apparatus for removing or reinstalling riser pipes of a riser bundle |
US9689233B2 (en) * | 2014-06-30 | 2017-06-27 | Cameron International Corporation | Platform to service a blowout preventer |
Family Cites Families (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2476309A (en) * | 1944-05-25 | 1949-07-19 | Walter B Lang | Apparatus for subaqueous geologic prospecting |
US2699321A (en) * | 1949-06-21 | 1955-01-11 | Fred N Nelson | Deepwater oil drilling and storage craft |
US3017934A (en) * | 1955-09-30 | 1962-01-23 | Shell Oil Co | Casing support |
GB874178A (en) * | 1957-04-15 | 1961-08-02 | California Research Corp | Apparatus for drilling offshore wells |
US3202217A (en) * | 1961-09-15 | 1965-08-24 | Gray Tool Co | Submarine cellar for deep water drilling operations |
US3189098A (en) * | 1961-12-29 | 1965-06-15 | Shell Oil Co | Marine conductor pipe assembly |
FR1358287A (en) * | 1963-06-06 | 1964-04-10 | Shell Int Research | Pipe connection |
FR1362833A (en) * | 1963-06-27 | 1964-06-05 | Shell Int Research | Apparatus for guiding items of equipment between an operational base above water and an underwater facility |
-
1964
- 1964-10-05 US US401488A patent/US3330340A/en not_active Expired - Lifetime
-
1965
- 1965-10-04 ES ES0318104A patent/ES318104A1/en not_active Expired
- 1965-10-04 DE DES99925A patent/DE1262936B/en active Pending
- 1965-10-04 DK DK508765AA patent/DK112231B/en unknown
- 1965-10-04 NO NO159942A patent/NO115467B/no unknown
- 1965-10-04 GB GB42023/65A patent/GB1060818A/en not_active Expired
- 1965-10-04 NL NL6512828A patent/NL6512828A/xx unknown
- 1965-10-04 BE BE670490D patent/BE670490A/xx unknown
Also Published As
Publication number | Publication date |
---|---|
DE1262936B (en) | 1968-03-14 |
US3330340A (en) | 1967-07-11 |
ES318104A1 (en) | 1965-12-16 |
GB1060818A (en) | 1967-03-08 |
DK112231B (en) | 1968-11-25 |
NL6512828A (en) | 1966-04-06 |
BE670490A (en) | 1966-04-04 |
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