SE9403275L - Foundation arrangement (Foundation arrangement) - Google Patents

Foundation arrangement (Foundation arrangement)

Info

Publication number
SE9403275L
SE9403275L SE9403275A SE9403275A SE9403275L SE 9403275 L SE9403275 L SE 9403275L SE 9403275 A SE9403275 A SE 9403275A SE 9403275 A SE9403275 A SE 9403275A SE 9403275 L SE9403275 L SE 9403275L
Authority
SE
Sweden
Prior art keywords
mantle
foundation arrangement
reinforcement
concrete
shuttering
Prior art date
Application number
SE9403275A
Other languages
Swedish (sv)
Other versions
SE507216C2 (en
SE9403275D0 (en
Inventor
Casper Aalander
Tarmo Mononen
Original Assignee
Dalsbruk Oy Ab
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
Application filed by Dalsbruk Oy Ab filed Critical Dalsbruk Oy Ab
Publication of SE9403275D0 publication Critical patent/SE9403275D0/en
Publication of SE9403275L publication Critical patent/SE9403275L/en
Publication of SE507216C2 publication Critical patent/SE507216C2/en

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00—Foundations as substructures
    • E02D27/01—Flat foundations
    • E02D27/02—Flat foundations without substantial excavation

Abstract

A foundation arrangement which is made up of a cylindrical single-use shuttering mantle (1) which will remain as the surface of the cast concrete, the mantle being in the main made of corrugated metal sheet, and of a mainly horizontal concrete reinforcement which will remain inside the cast concrete. The longitudinal direction (P) of the corrugations is substantially perpendicular to the axis (A) of the cylindrical shape and the shuttering mantle (1) is substantially without bracing. The concrete reinforcement comprises reinforcement elements in which the ends of adjacently positioned reinforcement bars are interconnected by a transverse bar.
SE9403275A 1992-03-30 1994-09-28 fundamentals Order SE507216C2 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FI921396A FI92623C (en) 1992-03-30 1992-03-30 Base System
PCT/FI1993/000131 WO1993020290A1 (en) 1992-03-30 1993-03-30 Foundation arrangement

Publications (3)

Publication Number Publication Date
SE9403275D0 SE9403275D0 (en) 1994-09-28
SE9403275L true SE9403275L (en) 1994-11-22
SE507216C2 SE507216C2 (en) 1998-04-27

Family

ID=8535002

Family Applications (1)

Application Number Title Priority Date Filing Date
SE9403275A SE507216C2 (en) 1992-03-30 1994-09-28 fundamentals Order

Country Status (6)

Country Link
DE (2) DE4391341B4 (en)
DK (1) DK171184B1 (en)
FI (1) FI92623C (en)
NO (1) NO306823B1 (en)
SE (1) SE507216C2 (en)
WO (1) WO1993020290A1 (en)

Families Citing this family (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19739993C2 (en) * 1997-09-11 2003-04-24 Sps Schutzplanken Gmbh Lost formwork
JP2017078253A (en) * 2015-10-19 2017-04-27 育弘 松崎 Reinforcing bar arrangement method and reinforcing bar arrangement structure of reinforced concrete foundation slab
CN109707078A (en) * 2017-10-26 2019-05-03 孙阳 The casting method of the formwork for placing and tower that are poured for tower
CN109707074A (en) * 2017-10-26 2019-05-03 孙阳 The casting method of the formwork for placing and tower that are poured for tower
CN109707075A (en) * 2017-10-26 2019-05-03 孙阳 The casting method of the formwork for placing and tower that are poured for tower
CN109707080A (en) * 2017-10-26 2019-05-03 孙阳 The formwork for placing of tower and the casting method of tower
CN109707083A (en) * 2017-10-26 2019-05-03 孙阳 The formwork for placing of tower and the casting method of tower
CN109707082A (en) * 2017-10-26 2019-05-03 孙阳 The casting method of the formwork for placing and tower that are poured for tower
CN109707154A (en) * 2017-10-26 2019-05-03 孙阳 The formwork for placing of tower and the casting method of tower
CN109707079A (en) * 2017-10-26 2019-05-03 孙阳 The casting method of the formwork for placing and tower that are poured for tower
CN109707077A (en) * 2017-10-26 2019-05-03 孙阳 The casting method of the formwork for placing and tower that are poured for tower
CN109707081A (en) * 2017-10-26 2019-05-03 孙阳 The casting method of the formwork for placing and tower that are poured for tower
CN109707076A (en) * 2017-10-26 2019-05-03 孙阳 The casting method of the formwork for placing and tower that are poured for tower
CN109707153A (en) * 2017-10-26 2019-05-03 孙阳 The formwork for placing of tower and the casting method of tower

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE587344C (en) * 1931-04-28 1933-11-04 Raymond Concrete Pile Company Device for the production of concrete piles in the ground
US2519575A (en) * 1946-03-21 1950-08-22 Huish Herbert Charles Form for use in shuttering
DE3121418A1 (en) * 1981-05-29 1982-12-16 Polonyi, Stefan, Prof. Dipl.-Ing., 5000 Köln Shuttering
FI74096C (en) * 1983-08-12 1987-12-10 Raaseporin Tiili Oy FOERFARANDE FOER FRAMSTAELLNING AV FUNDAMENT FOER EN KONSTRUKTION OCH ETT I FOERFARANDET ANVAENT MELLANSTYCKE.
FI84926C (en) * 1989-11-22 1992-02-10 Dalsbruk Oy Ab ENGAONGSFORMKONSTRUKTION FOER BETONGGJUTNING.

Also Published As

Publication number Publication date
DK171184B1 (en) 1996-07-15
FI92623B (en) 1994-08-31
SE507216C2 (en) 1998-04-27
NO306823B1 (en) 1999-12-27
SE9403275D0 (en) 1994-09-28
FI921396A (en) 1993-10-01
FI921396A0 (en) 1992-03-30
DK113694A (en) 1994-09-30
DE4391341B4 (en) 2004-02-12
WO1993020290A1 (en) 1993-10-14
NO943615D0 (en) 1994-09-29
FI92623C (en) 1994-12-12
NO943615L (en) 1994-11-25
DE4391341T1 (en) 1995-04-13

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Legal Events

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