EP0151626A1 - Procedure for making foundations for a structure, and intermediate piece for use in the procedure. - Google Patents

Procedure for making foundations for a structure, and intermediate piece for use in the procedure.

Info

Publication number
EP0151626A1
EP0151626A1 EP19840903066 EP84903066A EP0151626A1 EP 0151626 A1 EP0151626 A1 EP 0151626A1 EP 19840903066 EP19840903066 EP 19840903066 EP 84903066 A EP84903066 A EP 84903066A EP 0151626 A1 EP0151626 A1 EP 0151626A1
Authority
EP
European Patent Office
Prior art keywords
foundation
concrete
reinforcement
foundation slab
procedure
Prior art date
Legal status (The legal status 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 status listed.)
Granted
Application number
EP19840903066
Other languages
German (de)
French (fr)
Other versions
EP0151626B1 (en
Inventor
Kaj Bergman
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
RAASEPORIN TIILI Oy
Original Assignee
RAASEPORIN TIILI Oy
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 RAASEPORIN TIILI Oy filed Critical RAASEPORIN TIILI Oy
Priority to AT84903066T priority Critical patent/ATE37576T1/en
Publication of EP0151626A1 publication Critical patent/EP0151626A1/en
Application granted granted Critical
Publication of EP0151626B1 publication Critical patent/EP0151626B1/en
Expired legal-status Critical Current

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

Definitions

  • the present invention concerns a procedure for making the foundations for a structure, such as halls, houses, bridges based on earth, using for foundations a ready-made concrete foundation slabtfhich is appropriate to serve as mould in concreting and which also contains the requisite steel reinforcements.
  • the invention further concerns a foundation element for use in the procedure of the invention, which not only is appropriate to serve as mould in concreting and contains the steel reinforcement required in concreting but also is fit to be used in conjunction with the sleeve elements presently in common use in concrete technology.
  • the structural design and shape of the foundation are dependent on the nature of the bearing ground. A structure standing on rock or on sandy soil may have a much simpler foundation than one on clay soil .
  • foundations are nowadays most often made of reinforced concrete. If the bearing ground is at a depth of 2 to 3 metres, the building may be provided with foundations (slabs) sunk by excavation to this depth. If the bearing ground lies even further down, piling must be provided for foundation, the foundation slabs concreted on the site being arranged on their support.
  • Slab foundations may also be applied in the case of simple bridges, where not only the bearing capacity of the ground is concerned but also the safety of the structure against toppling or slipping.
  • the foundation structure then consists either of a separate slablike foundation element on which a sleeve, pillar or foundation beam element is fitted.
  • Separate pillar foundation elements are also known, of which are available massive types resembling those concreted on site and types of reduced weight, where the pillar sleeve is connected to the foundation slab. It is also known in prior art to fit the pillar sleeve of an element structure together with a slab concreted on site.
  • the invention is an attempt to eliminate the above-mentioned drawbacks associated with the use of foundation elements of prior art and of foundations concreted on site.
  • the object of the invention is t ⁇ provide a procedure for making foundations of buildings and structures which is applicable both on ground without piling and on piled or otherwise reinforced ground; likewise the invention aims at providing a foundation element for use in the procedure which is also usable in conjuction with sleeve and other juncture elements known in the art.
  • Fig. 1 presents a slab-and-sleeve foundation according to the invention, applied on ground with piling.
  • Fig. 2 shows a slab foundation applied on the ground.
  • Fig. 3 is an axonometric presentation of a slab mould element according to the invention.
  • the foundation slab 1 of the invention may be manufactured in a plant, by conventional technique, in which case for reinforcement may be used conventional reinforcing steels and the "bottom reinforcement" (the principal reinforcement) consists of substantially horizontally placed single steels 2, which may be disposed e.g. crossing each other, to constitute a net-like structure. It is also possible to use ready-made steels with net configuration or equivalent which meet the requirements imposed on the foundations of structures.
  • the dimensions of the reinforcement and the spacing of bars can be freely chosen, considering the stresses that will have to be borne.
  • the side wail structure 6 of the foundation slab may be shaped to have desired thickness, as may the size and shape ⁇ f the foundation slab 1, to account for the loads which will be imposed on the ultimate structure.
  • the foundation slab may have the cross section not only of a square but equally it may have a round, elliptic, rectangular or triangular crass section.
  • the bottom reinforcement may be located in the bottom plane 7 of the side walls 6, but it to greatest advantage to place it higher than the bottom level of the side walls, and substantially horizontally.
  • the bottom reinforcement 2 is anchored in the side walls 6 of the concrete mould.
  • the foundation slab 1 of the invention can be transported from the works to the desired site, where it is applied on the ground 5, which may be piled 4 if necessary, in which case the foundation slab is applied in conventional manner upon cut-off piles 4.
  • a sleeve 3 known in itself in the art, or other fixing elements, such as adhesion steels, formed steels, bolts, etc.; whereupon the slab mould is filled with concrete and the construction work may proceed in normal manner.
  • the foundation slab element of the invention may be used in such objects where it was heretofore only possible to use foundation slabs concreted on site.
  • the foundation slab element of the invention may be manufactured in series production in a plant and, moreover, type foundation slabs can be achieved with the result that it is possible to achieve conventional structures recurring in element prefabrication, whereby it becomes possible when selecting foundation slabs for a given construction job to select the element which is most appropriate for the particular loads involved, e.g. with the aid of tables.
  • the foundation slab element of the invention is light, with the result that its transport and installation are easy and the transport and mounting costs are reduced from what they were for conventional foundation slab elements.
  • the foundation slab of the invention constitutes the mould as well as the reinforcement and it reduces the work to be done an the building site, thereby facilitating and speeding up the construction work, and it requires less professional skill than before on the part of the builder, and it reduces the building costs.

Landscapes

  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Foundations (AREA)
  • Piles And Underground Anchors (AREA)

Abstract

L'invention concerne un procédé de construction de fondations pour des structures telles que des halles, des maisons, des ponts ayant leur fondation sur le sol, utilisant comme fondation une dalle de fondation prête en béton appropriée pour servir de moule pour couler du béton et ayant également les renforcements nécessaires. L'invention concerne en outre un élément de dalle de fondation utilisé dans le procédé de l'invention, qui non seulement est approprié pour servir de moule de coulée du béton et contient les renforcements nécessaires pour la coulée du béton, mais est également approprié pour être utilisé conjointement avec des éléments tubulaires et autres éléments de jonction utilisés régulièrement de nos jours dans la technologie du béton. Selon l'invention, on applique sur un sol porteur (5) ou sur un sol renforcé par des piliers (4) un élément de dalle de fondation (1) préfabriqué en béton armé qui constitue un moule dans lequel ont été disposés un treillis en barres d'acier (2) sensiblement horizontalement et de préférence à une certaine distance du fond (7) des parois (6) de l'élément (1), de sorte que la dalle de fondation constitue à la fois le moule et le renforcement ou armature, sur laquelle on peut disposer un élément-manchon connu en soi dans l'art, ou autre éléments équivalents. L'élément de dalle de fondation de l'invention comprend un mur continu d'encerclement (6) et, à l'intérieur, une armature sensiblement horizontale (2) située dans le plan du fond de la paroi d'encerclement ou avantageusement à une certaine distance par rapport au fond de la paroi d'encerclement (6).The invention relates to a method of building foundations for structures such as halls, houses, bridges having their foundation on the ground, using as foundation a ready concrete foundation slab suitable for serving as a mold for pouring concrete and also having the necessary reinforcements. The invention further relates to a foundation slab element used in the method of the invention, which not only is suitable for serving as a concrete pouring mold and contains the reinforcements necessary for pouring concrete, but is also suitable for be used in conjunction with tubular and other connecting elements that are used regularly in concrete technology today. According to the invention, a precast reinforced concrete slab element (1) is applied to a load-bearing floor (5) or to a floor reinforced by pillars (4) which constitutes a mold in which a lattice has been placed. steel bars (2) substantially horizontally and preferably at a certain distance from the bottom (7) of the walls (6) of the element (1), so that the foundation slab constitutes both the mold and the reinforcement or armature, on which one can have a sleeve element known per se in the art, or other equivalent elements. The foundation slab element of the invention comprises a continuous encircling wall (6) and, inside, a substantially horizontal reinforcement (2) situated in the plane of the bottom of the encircling wall or advantageously at a certain distance from the bottom of the encircling wall (6).

Description

Procedure for making foundations for a structure, and intermediate piece for use in the procedure
The present invention concerns a procedure for making the foundations for a structure, such as halls, houses, bridges based on earth, using for foundations a ready-made concrete foundation slabtfhich is appropriate to serve as mould in concreting and which also contains the requisite steel reinforcements. The invention further concerns a foundation element for use in the procedure of the invention, which not only is appropriate to serve as mould in concreting and contains the steel reinforcement required in concreting but also is fit to be used in conjunction with the sleeve elements presently in common use in concrete technology.
The structural design and shape of the foundation are dependent on the nature of the bearing ground. A structure standing on rock or on sandy soil may have a much simpler foundation than one on clay soil .
It is possible on sandy soil and equival ent to build directly on the carrying soil, that is, to make a foundation resting on the ground. The foundations are nowadays most often made of reinforced concrete. If the bearing ground is at a depth of 2 to 3 metres, the building may be provided with foundations (slabs) sunk by excavation to this depth. If the bearing ground lies even further down, piling must be provided for foundation, the foundation slabs concreted on the site being arranged on their support.
Slab foundations may also be applied in the case of simple bridges, where not only the bearing capacity of the ground is concerned but also the safety of the structure against toppling or slipping.
Up to the latest years, the foundation making has taken place on the building site, without any worthwhile standardisation, and the moulds have most often been made of timber, plywood and sheet steel. Insertion of the reinforcements and concreting has then been done on the site. Since mould assembly and reinforcement-laying are heavy and unclean work and the workers moreover are exposed to inclement weather, to rain an cold, difficulties have recently been experienced in recruiting enough skilled labour to do this work.
With a view to solving these problems, the recent trend has been, as far as possible, to adopt the use of elements in the foundation structures, and there have in fact been developed, and used for foundation elements, foundation slabs and pillar foundations, and foundation beams and separate pillar sleeves in supplementing them. However, the use of foundation elements has been comparatively minimal so far, and they have mainly been applied in industrial halls and small houses. The designing has been mostly object-specific, with the consequence that no design solutions have been reached which would be competitive in relation to concreting on site.
The foundation structure then consists either of a separate slablike foundation element on which a sleeve, pillar or foundation beam element is fitted. Separate pillar foundation elements are also known, of which are available massive types resembling those concreted on site and types of reduced weight, where the pillar sleeve is connected to the foundation slab. It is also known in prior art to fit the pillar sleeve of an element structure together with a slab concreted on site.
The element foundation types mentioned above are best suited for foundations on the ground.
When foundation elements with underside slab known in prior art are used, great accuracy of the earth levelling work is required. Usually it is not possible to use the elements known in the art if the ground has necessitated piling to be done, because this often introduces problems which are technologically and economically insurmountable.
The invention is an attempt to eliminate the above-mentioned drawbacks associated with the use of foundation elements of prior art and of foundations concreted on site.
The object of the invention is tα provide a procedure for making foundations of buildings and structures which is applicable both on ground without piling and on piled or otherwise reinforced ground; likewise the invention aims at providing a foundation element for use in the procedure which is also usable in conjuction with sleeve and other juncture elements known in the art.
The features which are characteristic of the procedure of the invention are readable in the characteristic features part of claim 1, and the features characteristic of the foundation element of the invention are readable in the characteristic features part of claim 2.
In the following, the invention and the advantages gainable thereby are described more closely with reference made to the attached drawings, which are not meant to restrict the invention but merely to illustrate one design according to the invention.
Fig. 1 presents a slab-and-sleeve foundation according to the invention, applied on ground with piling.
Fig. 2 shows a slab foundation applied on the ground.
Fig. 3 is an axonometric presentation of a slab mould element according to the invention.
The foundation slab 1 of the invention may be manufactured in a plant, by conventional technique, in which case for reinforcement may be used conventional reinforcing steels and the "bottom reinforcement" (the principal reinforcement) consists of substantially horizontally placed single steels 2, which may be disposed e.g. crossing each other, to constitute a net-like structure. It is also possible to use ready-made steels with net configuration or equivalent which meet the requirements imposed on the foundations of structures. The dimensions of the reinforcement and the spacing of bars can be freely chosen, considering the stresses that will have to be borne.
The side wail structure 6 of the foundation slab may be shaped to have desired thickness, as may the size and shape αf the foundation slab 1, to account for the loads which will be imposed on the ultimate structure. The foundation slab may have the cross section not only of a square but equally it may have a round, elliptic, rectangular or triangular crass section. The bottom reinforcement may be located in the bottom plane 7 of the side walls 6, but it to greatest advantage to place it higher than the bottom level of the side walls, and substantially horizontally. The bottom reinforcement 2 is anchored in the side walls 6 of the concrete mould.
The foundation slab 1 of the invention can be transported from the works to the desired site, where it is applied on the ground 5, which may be piled 4 if necessary, in which case the foundation slab is applied in conventional manner upon cut-off piles 4. If desired, to the foundation slab 1 of the invention may be fitted a sleeve 3 known in itself in the art, or other fixing elements, such as adhesion steels, formed steels, bolts, etc.; whereupon the slab mould is filled with concrete and the construction work may proceed in normal manner.
The foundation slab element of the invention may be used in such objects where it was heretofore only possible to use foundation slabs concreted on site.
The foundation slab element of the invention may be manufactured in series production in a plant and, moreover, type foundation slabs can be achieved with the result that it is possible to achieve conventional structures recurring in element prefabrication, whereby it becomes possible when selecting foundation slabs for a given construction job to select the element which is most appropriate for the particular loads involved, e.g. with the aid of tables.
The circumstance that types can be established will cause the manufacturing costs to go down, and elements can be manufactured on stock and they can be transported to the building site at the most proper time Moreover, the foundation slab element of the invention is light, with the result that its transport and installation are easy and the transport and mounting costs are reduced from what they were for conventional foundation slab elements.
The foundation slab of the invention constitutes the mould as well as the reinforcement and it reduces the work to be done an the building site, thereby facilitating and speeding up the construction work, and it requires less professional skill than before on the part of the builder, and it reduces the building costs.
Furthermore, alterations during the construction phase are faster, easier and less expensive than before.
The invention may be varied and modified within the scope of the claims.

Claims

C l aims
1. A procedure for making foundations for a structure, characterized in that on the ground (3), which is bearing or reinforced by piling (4) or otherwise, is applied a foundation slab element (1) prefabricated of concrete, constituting a mould in the interior space of which have been disposed substantially horizontal steels (2), whereby the foundation slab constitutes both a mould and a reinforcement to which can be affixed a pillar, a beam, a sleeve element known in itself, or other fixing means.
2. Foundation slab for use in the procedure of claim 1, characterized in that it comprises a continuous encircling wall (6) and coinciding with the interior space of the encircling wall a reinforcement with substantially horizontal direction, the principal reinforcing steels (2).
3. Foundation slab element according to claim 2, characterized in that the principal reinforcement (2) is anchored in the side walls (6) of the mould.
4. Foundation slab element according to claim 2 or 3, characterized in that the principal reinforcement (2) consists of a net appropriate for use as concrete reinforcement and previously known in itself, or that the reinforcement consists of single steels.
EP19840903066 1983-08-12 1984-07-27 Procedure for making foundations for a structure, and intermediate piece for use in the procedure Expired EP0151626B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT84903066T ATE37576T1 (en) 1983-08-12 1984-07-27 METHOD OF MAKING FOUNDATIONS FOR STRUCTURES AND INTERMEDIATE PIECE FOR APPLICATION OF THIS METHOD.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FI832923A FI74096C (en) 1983-08-12 1983-08-12 FOERFARANDE FOER FRAMSTAELLNING AV FUNDAMENT FOER EN KONSTRUKTION OCH ETT I FOERFARANDET ANVAENT MELLANSTYCKE.
FI832923 1983-08-12

Publications (2)

Publication Number Publication Date
EP0151626A1 true EP0151626A1 (en) 1985-08-21
EP0151626B1 EP0151626B1 (en) 1988-09-28

Family

ID=8517603

Family Applications (1)

Application Number Title Priority Date Filing Date
EP19840903066 Expired EP0151626B1 (en) 1983-08-12 1984-07-27 Procedure for making foundations for a structure, and intermediate piece for use in the procedure

Country Status (6)

Country Link
EP (1) EP0151626B1 (en)
DE (1) DE3474327D1 (en)
DK (1) DK152442C (en)
FI (1) FI74096C (en)
HU (1) HUT41465A (en)
WO (1) WO1985000842A1 (en)

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB8922865D0 (en) * 1989-10-11 1989-11-29 Imer Uk Limited Forming foundation beams
FI92623C (en) * 1992-03-30 1994-12-12 Dalsbruk Oy Ab Base System
GB2356647B (en) * 1999-11-27 2003-11-26 Kvaerner Cementation Found Ltd Pile wall capping
EP1878834A1 (en) * 2006-07-13 2008-01-16 Cascon Funderingen B.V. Method and apparatus for fabricating an elongate foundation element, and foundation element obtained therewith
FI20075384L (en) * 2007-05-29 2008-11-30 Rautaruukki Oyj Column attachment positioning method and device
CN102535495B (en) * 2012-02-07 2015-02-25 万华节能科技集团股份有限公司 U-shaped groove base for prefabricated building and construction method thereof

Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH431405A (en) * 1965-04-29 1967-02-28 Serbi Ag Studiengesellschaft F Building foundation
SE408077B (en) * 1976-02-16 1979-05-14 Paraisten Kalkki Oy PILLAR HOLE ELEMENT
SU987034A1 (en) * 1980-04-21 1983-01-07 Винницкий политехнический институт Foundation
GB2076872B (en) * 1980-05-10 1984-07-11 Forticrete Ltd Making strip foundation and foundation walls
US4337605A (en) * 1980-07-18 1982-07-06 Tudek Arthur L Concrete building blocks with looped securing rods for mortarless wall construction
SU996639A1 (en) * 1981-03-20 1983-02-15 Ленинградский Зональный Научно-Исследовательский И Проектный Институт Типового И Экспериментального Проектирования Жилых И Общественных Зданий (Лензнииэп) Pile foundation
JPS57155434A (en) * 1981-03-23 1982-09-25 Onoda Cement Co Ltd Method of rapid molding construction of top end of foundation

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
See references of WO8500842A1 *

Also Published As

Publication number Publication date
FI74096C (en) 1987-12-10
DK152442B (en) 1988-02-29
FI74096B (en) 1987-08-31
DK152442C (en) 1988-09-19
FI832923A (en) 1985-02-13
FI832923A0 (en) 1983-08-12
DK147585D0 (en) 1985-04-01
EP0151626B1 (en) 1988-09-28
DE3474327D1 (en) 1988-11-03
DK147585A (en) 1985-04-01
WO1985000842A1 (en) 1985-02-28
HUT41465A (en) 1987-04-28

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