NO121862B - - Google Patents
Download PDFInfo
- Publication number
- NO121862B NO121862B NO157879A NO15787965A NO121862B NO 121862 B NO121862 B NO 121862B NO 157879 A NO157879 A NO 157879A NO 15787965 A NO15787965 A NO 15787965A NO 121862 B NO121862 B NO 121862B
- Authority
- NO
- Norway
- Prior art keywords
- concrete
- cladding
- cast
- sliding form
- section
- Prior art date
Links
- 238000005253 cladding Methods 0.000 claims description 12
- 238000000034 method Methods 0.000 claims description 11
- 238000005266 casting Methods 0.000 claims description 10
- 239000004568 cement Substances 0.000 claims description 2
- 239000000463 material Substances 0.000 claims description 2
- 239000002002 slurry Substances 0.000 claims 1
- 239000000126 substance Substances 0.000 claims 1
- 238000010276 construction Methods 0.000 description 5
- 239000011435 rock Substances 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 229910000746 Structural steel Inorganic materials 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 239000011440 grout Substances 0.000 description 1
- 235000000396 iron Nutrition 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 239000003209 petroleum derivative Substances 0.000 description 1
- 239000003351 stiffener Substances 0.000 description 1
- 238000003860 storage Methods 0.000 description 1
- 239000000725 suspension Substances 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F13/00—Coverings or linings, e.g. for walls or ceilings
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F13/00—Coverings or linings, e.g. for walls or ceilings
- E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
- E04F13/08—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
- E04F13/0801—Separate fastening elements
- E04F13/0803—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements
- E04F13/081—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements with additional fastening elements between furring elements and covering elements
- E04F13/0814—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements with additional fastening elements between furring elements and covering elements fixed by means of clamping action
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F13/00—Coverings or linings, e.g. for walls or ceilings
- E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
- E04F13/08—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
- E04F13/0889—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements characterised by the joints between neighbouring elements, e.g. with joint fillings or with tongue and groove connections
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F19/00—Other details of constructional parts for finishing work on buildings
- E04F19/02—Borders; Finishing strips, e.g. beadings; Light coves
- E04F19/06—Borders; Finishing strips, e.g. beadings; Light coves specially designed for securing panels or masking the edges of wall- or floor-covering elements
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Finishing Walls (AREA)
- Building Environments (AREA)
- Load-Bearing And Curtain Walls (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Description
Fremgangsmåte for bygning av cisterner o. 1. Procedure for building cisterns etc. 1.
Foreliggende oppfinnelse vedrører en The present invention relates to a
fremgangsmåte for bygning av cisterner og lignende, fortrinsvis av betong med innvendig, eventuelt også utvendig kledning hvor man støper betongen seksjonsvis ved hjelp av en glideform av passende beskaffenhet og i øn-sket utstrekning. Det som kjennetegner oppfinnelsen er i det vesentlige at man herunder kler de støpte seksjoner og så til slutt etterlater glideformen slik at denne utgjør en avsluttende del av kledningen, f. eks. kledning av den øverste støpeseksjonen samt tak i en vertikal cisterne. method for building cisterns and the like, preferably of concrete with internal, possibly also external cladding, where the concrete is cast in sections using a sliding form of suitable quality and to the desired extent. What characterizes the invention is essentially that the molded sections are then dressed and then finally the sliding form is left so that this forms a final part of the dressing, e.g. cladding of the uppermost casting section as well as the roof of a vertical cistern.
Oppfinnelsen gjelder selvsagt også cisterner og lignende bygget under anvendelse av fremgangsmåten. The invention obviously also applies to cisterns and the like built using the method.
Man har lenge bygget f. eks. platekledde People have long built e.g. plate clad
beholdere, spesielt av betong. Typiske slike konstruksjoner er utført i fjell for oppbevar-ing av petroleumsprodukter. Flere fremgangs-måter er kjent for utførelse av slike arbeider. Prinsipielt går man frem på den måten at man enten bygger et indre skall av plater først og derpå fyller mellomrommet mellom dette og fjellveggen med betong, eller støper betongen først og så kler denne på innsiden med plater. Slike konstruksjoner blir med de konvensjo-nelle metoder kostbare, bl. a. på grunn av at stillings- og formkonstruksjonen blir meget komplisert. Videre er den indre kledning av betongkonstruksjonens tak vanskelig og tids-spillende å utføre. Fremgangsmåten ifølge oppfinnelsen vil i betydelig grad forenkle ar-beidet og i tilsvarende grad gjøre byggeom-kostningene lavere. containers, especially of concrete. Typical such constructions are built in mountains for the storage of petroleum products. Several methods are known for carrying out such work. In principle, you proceed in such a way that you either build an inner shell of slabs first and then fill the space between this and the rock face with concrete, or pour the concrete first and then cover the inside with slabs. Such constructions become expensive with the conventional methods, i.a. a. because the position and shape construction becomes very complicated. Furthermore, the inner lining of the concrete structure's roof is difficult and time-consuming to carry out. The method according to the invention will significantly simplify the work and correspondingly lower the construction costs.
Fremgangsmåten ifølge oppfinnelsen vil lettere forståes av den etterfølgende beskri-velse av en betongcisterne, kledd på innsiden med jernplater, anordnet i fjell. Beskrivelsen henviser til tegningen hvor The method according to the invention will be more easily understood from the subsequent description of a concrete cistern, clad on the inside with iron plates, arranged in rock. The description refers to the drawing where
fig. 1 viser et vertikalt snitt gjennom en fig. 1 shows a vertical section through a
sylindrisk cisterne under oppførelse, og cylindrical cistern under construction, and
fig. 2 viser et horisontalt snitt gjennom fig. 2 shows a horizontal section through
en del av cisternens vegg. part of the cistern wall.
I dette spesielle tilfelle har den første ar-beidsoperasjonen bestått i at et hulrom 1 for den påtenkte cisterne er sprengt ut i fjellet 2. Etter at man har gjort bunnen klar med dre-nering 3 og betongstøpning 4 bringes bunnen av en glideform 5, 6, 7, 8 i orden for den videre stopning i vertikal retning og for støpning av beholderens tak. Det er viktig å huske på at denne glideform også er beregnet på til slutt å utgjøre en indre kledning av betongkonstruksjonens øverste parti og tak. I dette tilfelle består den av platemateriale og omfatter dels et sylindrisk vertikalt parti 5, dels et konisk takparti 6 med avstivninger 7. Takpartiet er forsynt med en mannluke 8. Alt ettersom be-tongstøpningen skrider frem, flyttes den be-skrevne glideformen høyere og høyere med tradisjonelle anordninger og metoder, som ikke er vist på tegningen. Under støpningens gang anordnes dreneringskanaler 9 og festemidler 10 for den senere platekledning. I dette tilfelle består befestigelsene 10 av vinkeljern som med forankringer 11 er støpt fast i betong-veggen 12. Støpningsarbeidet skjer hele tiden fra taket 6. In this particular case, the first work operation has consisted of a cavity 1 for the intended cistern being blasted out of the rock 2. After the bottom has been prepared with drainage 3 and concrete casting 4, the bottom is brought by a slide mold 5, 6 , 7, 8 in order for the further stuffing in the vertical direction and for molding the roof of the container. It is important to remember that this sliding form is also intended to eventually form an inner cladding of the concrete structure's upper part and roof. In this case, it consists of plate material and comprises partly a cylindrical vertical section 5, partly a conical roof section 6 with stiffeners 7. The roof section is provided with a manhole 8. As the concrete casting progresses, the described sliding form is moved higher and higher with traditional devices and methods, which are not shown in the drawing. During the casting process, drainage channels 9 and fasteners 10 are arranged for the later plate cladding. In this case, the fastenings 10 consist of angle iron, which with anchors 11 are cast firmly into the concrete wall 12. The casting work takes place all the time from the roof 6.
På glideformens underside er montert en arbeidsplattform 13. Den henger i bæreorgan A work platform 13 is mounted on the underside of the sliding form. It hangs in a carrier
15 festet ved glideformen. Fra denne platt-form utføres kledningen av betongveggene 15 attached to the sliding form. The cladding of the concrete walls is carried out from this platform
med plate. Denne oppevares i form av ruller with plate. This is stored in the form of rolls
på den hengende plattformen og rulles ut i on the hanging platform and rolled out in
takt med glideformens bevegelse oppad samt pace with the upward movement of the sliding form as well as
i dennes bevegelsesretning. Platen blir altså in its direction of movement. The plate will therefore be
hengende i vertikale lengder. Dette vises ikke hanging in vertical lengths. This is not displayed
på tegningen likesom heller ikke anordningen on the drawing as well as the device
for platerullenes opphengning på plattformen for the suspension of the plate rolls on the platform
er vist. Platelengdene sveises etterhvert fast is shown. The plate lengths are eventually welded
med sine kanter til vinkeljernene 10. with its edges to the angle irons 10.
Når endelig betongstøpningens øverste When finally the top of the concrete casting
parti og tak er ferdigstøpt, sveises glideformen med den undre kant fast til den nedenfor section and roof have been cast, the sliding form is welded with the lower edge fixed to the one below
beliggende plateklednings øverste kant og vil situated top edge of panel cladding and will
derved utgjøre dennes avsluttende parti, altså thereby constituting its closing party, that is
den indre kledning også av taket. De små tom-rom som oppstår mellom platekledning og be-tongkonstruksjonen utfylles deretter med se-mentvelling som støpes i spesielt derfor under betongstøpningen anordnede kanaler 16. the inner lining also of the roof. The small voids that occur between the panel cladding and the concrete structure are then filled with cement grout which is cast in specially arranged channels 16 during the concrete casting.
Denved oppnåes dels en definitiv understøttelse In this way, a definitive support is partly achieved
av platen mot trykk fra cisternens innside, of the plate against pressure from the inside of the cistern,
dels en kontroll av sveisefugenes tetthet, og partly a check of the tightness of the welding joints, and
endelig får man en effektiv beskyttelse mot Finally, you get effective protection against
rust på platens utside. Derpå gjenstår bare rust on the outside of the plate. Only then remains
mindre avsluttende arbeider som f. eks. fjer-nelse av den under taket hengende arbeidsplattform. smaller final works such as e.g. removal of the work platform suspended from the roof.
Claims (4)
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CA901825 | 1964-05-01 |
Publications (1)
Publication Number | Publication Date |
---|---|
NO121862B true NO121862B (en) | 1971-04-19 |
Family
ID=4141975
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
NO157879A NO121862B (en) | 1964-05-01 | 1965-04-29 |
Country Status (8)
Country | Link |
---|---|
US (1) | US3387415A (en) |
BE (1) | BE663246A (en) |
DE (1) | DE1559405A1 (en) |
FI (1) | FI43927B (en) |
GB (1) | GB1078325A (en) |
NL (1) | NL6505519A (en) |
NO (1) | NO121862B (en) |
SE (1) | SE313424B (en) |
Families Citing this family (12)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR1522194A (en) * | 1967-05-10 | 1968-04-19 | Fornells S A Sa | Support device for frames, decorative elements and sub-ceilings |
US3849956A (en) * | 1972-11-01 | 1974-11-26 | H Collins | Floating roof deck construction |
US3827202A (en) * | 1972-11-07 | 1974-08-06 | Sterling Radiator Co Inc | Joint for enclosure, and mounting therefor |
US4189882A (en) * | 1976-11-01 | 1980-02-26 | Halm Instrument Co., Inc. | Translucent roofing means |
US4241552A (en) * | 1978-03-27 | 1980-12-30 | Pullman Incorporated | Partition wall joint |
US4323630A (en) * | 1980-09-02 | 1982-04-06 | Mackey William H | Trophy support column |
NL8101131A (en) * | 1981-03-09 | 1982-10-01 | Veldhoen Isolatie Bv | DEVICE FOR ATTACHING FAÇADE PANELS TO A SUPPORTING SUPPORT STRUCTURE. |
DE3426027A1 (en) * | 1984-07-14 | 1986-01-23 | Mero-Raumstruktur GmbH & Co Würzburg, 8700 Würzburg | DEVICE FOR THE SEALED FASTENING OF BENDABLE COVER STRIPS FOR SINGLE OR DOUBLE-CURVED ROOF SURFACES OF BUILDINGS |
FR2589904B1 (en) * | 1985-11-13 | 1988-01-29 | Smac Acieroid | THERMO-ACOUSTIC INSULATING WALL. |
GB2277943B (en) * | 1993-05-12 | 1995-06-28 | Novocheck Fire Systems Limited | Apparatus for constructing walls |
US6192643B1 (en) * | 1999-01-14 | 2001-02-27 | Yigel Zadok | Modular pool enclosure system having aesthetic appeal |
CN106592909A (en) * | 2015-10-15 | 2017-04-26 | 亨特道格拉斯建筑产品(中国)有限公司 | Installation system for sheet material, and fastening part for installation system |
Family Cites Families (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3173523A (en) * | 1962-01-12 | 1965-03-16 | Robertson Co H H | Wall construction |
US3199258A (en) * | 1962-02-23 | 1965-08-10 | Robertson Co H H | Building outer wall structure |
-
0
- BE BE663246D patent/BE663246A/xx unknown
-
1965
- 1965-04-12 GB GB15396/65A patent/GB1078325A/en not_active Expired
- 1965-04-29 DE DE19651559405 patent/DE1559405A1/en active Pending
- 1965-04-29 SE SE5616/65A patent/SE313424B/xx unknown
- 1965-04-29 US US451867A patent/US3387415A/en not_active Expired - Lifetime
- 1965-04-29 NL NL6505519A patent/NL6505519A/xx unknown
- 1965-04-29 NO NO157879A patent/NO121862B/no unknown
- 1965-04-30 FI FI1062/65A patent/FI43927B/fi not_active Application Discontinuation
Also Published As
Publication number | Publication date |
---|---|
US3387415A (en) | 1968-06-11 |
DE1559405A1 (en) | 1969-09-04 |
BE663246A (en) | |
NL6505519A (en) | 1965-11-02 |
GB1078325A (en) | 1967-08-09 |
FI43927B (en) | 1971-03-31 |
SE313424B (en) | 1969-08-11 |
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