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EP0096036A1 - Agencement de production de dalles longitudinales en beton. - Google Patents

Agencement de production de dalles longitudinales en beton.

Info

Publication number
EP0096036A1
EP0096036A1 EP82902103A EP82902103A EP0096036A1 EP 0096036 A1 EP0096036 A1 EP 0096036A1 EP 82902103 A EP82902103 A EP 82902103A EP 82902103 A EP82902103 A EP 82902103A EP 0096036 A1 EP0096036 A1 EP 0096036A1
Authority
EP
European Patent Office
Prior art keywords
beams
pipes
section
rail
longitudinal
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
EP82902103A
Other languages
German (de)
English (en)
Other versions
EP0096036B1 (fr
Inventor
Stig-Ake Ljungkvist
Lennart Johansson
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.)
PERMABAN AB
Original Assignee
VM PERMABAN 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 VM PERMABAN AB filed Critical VM PERMABAN AB
Priority to AT82902103T priority Critical patent/ATE20546T1/de
Publication of EP0096036A1 publication Critical patent/EP0096036A1/fr
Application granted granted Critical
Publication of EP0096036B1 publication Critical patent/EP0096036B1/fr
Expired legal-status Critical Current

Links

Classifications

    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B28—WORKING CEMENT, CLAY, OR STONE
    • B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B7/00—Moulds; Cores; Mandrels
    • B28B7/24—Unitary mould structures with a plurality of moulding spaces, e.g. moulds divided into multiple moulding spaces by integratable partitions, mould part structures providing a number of moulding spaces in mutual co-operation
    • B28B7/241—Detachable assemblies of mould parts providing only in mutual co-operation a number of complete moulding spaces
    • B28B7/246—Detachable assemblies of mould parts providing only in mutual co-operation a number of complete moulding spaces for making oblong objects, e.g. girders

Definitions

  • the Swedish patent application 8001663-7 describes a method for producing concrete floors of high quality as regards planeness and rational construction.
  • use is made of slide tracks for the vibrating beams employed in the process of producing the floor, by way of permanent moulds.
  • continuous reinforcement can be achieved, which means that shrinkage cracks do not arise in the floor along these slabs.
  • Moulds can be produced from thin metal sheeting bent to the required cross-sectional shape. The sections are then connected by point-welding. This gives rise to. heat stresses causing deformation of the sheets with disastrous consequences for the use cf the resulting slabs. Also injection-moulded aluminium has been tried but after handling the condition of this product became quite bad. Once this was the case it was less possible to produce correct slabs. In addition aluminium is, after all, subject to the disadvantage that it is attacked by concrete, so that the surface of the product becomes rough.
  • the choice may be made entirely according to the capacity of lifting devices at the place of work (trucks or overhead cranes).
  • beams extend at equal distances, i.e. parallel to the longitudinal sides.
  • the pipes are then placed in such a way that the beams constitute the underside of the mould.
  • the invention now aims a ⁇ an arrangement by which the pipes are secured and aligned in such a way that the linearity of the pipes is at least as good as that of the bears.
  • the cross- section of which is nearly circular, that part of the periphery which is to form the base is levelled somewhat. This levelling operation is effected between 30-90 degrees of the centre angle. At the centre of this levelled face a rail is fixed which consists in an upside-down T.
  • the continuity of the rail is broken by gaps at equal distances. These breaks occur e.g. at a rate of one per metre and with a length of 5 cm. This can be varied within wide limits, and the dimensions given at this point are mentioned only to facilitate comprehension of the function.
  • On the bed of beams and between the beams are placed, at the same distances as the breaks in the rails plates, the top edges of which are located edge in edge with the top edges of the beams.
  • the plates are provided with a Y-shaped recess with the opening so arranged that the web of the T-shaped rail fits inside the Y-shaped recess.
  • the expanding part of the Y-shapes is used for controlling the rail, in case non-linearities in the pipe may have prevented simple insertion.
  • Figure 1 shows a cross-section illustrating the function of the above-named rail and the recessed plate.
  • (1) are two adjacent beams. On top of these beams is located a pipe (2) with a levelled part of the periphery (3). Attached to this pipe can be seen the T-rail (4) which, subject to certain breaks, extends along the pipe (2).
  • the plate (5) is provided with a Y-shaped recess (6) subdivided into the inner section (7) and the expanding outer section (8).
  • Figure 2 shows the plate by itself in a different projection, use being made of the same reference numbers as in the previous case.
  • the bed of beams is made of strong beams and that the planeness is accurately adjusted.
  • the entire bed of beams is then placed on three or several bearing brackets which in turn are provided with vibration-generating devices, all with a view to ensuring satisfactory casting.

Landscapes

  • Engineering & Computer Science (AREA)
  • Manufacturing & Machinery (AREA)
  • Chemical & Material Sciences (AREA)
  • Ceramic Engineering (AREA)
  • Mechanical Engineering (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
  • Devices For Post-Treatments, Processing, Supply, Discharge, And Other Processes (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Road Paving Machines (AREA)

Abstract

Agencement destiné à la production de poutres en béton pour des planchers en béton ou autres et assurant une bonne linéarité au produit lors de la coulée en utilisant le procédé dit en batterie. Sur un lit de poutres (1) l'on place des tubes (2) avec un certain degré de nivellement(3). Dans le moule, les poutres (1) constituent le dessous tandis que deux tubes voisins (2) forment les parois latérales. L'agencement consiste en une plaque (5) placée entre deux poutres (1). La plaque est située et formée de telle manière que le rail en forme de T (4) au fond du tube s'adapte dans un évidement (6) aménagé dans la plaque. De cette manière les tubes sont alignés, cet alignement étant la condition nécessaire pour assurer une bonne linéarité au produit.
EP82902103A 1981-07-10 1982-07-09 Agencement de production de dalles longitudinales en beton Expired EP0096036B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT82902103T ATE20546T1 (de) 1981-07-10 1982-07-09 Einrichtung zur herstellung von laenglichen platten aus beton.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
SE8104292 1981-07-10
SE8104292A SE447004B (sv) 1981-07-10 1981-07-10 Anordning for att i en form av s k batteriutforande gjuta langstreckta kroppar av betong

Publications (2)

Publication Number Publication Date
EP0096036A1 true EP0096036A1 (fr) 1983-12-21
EP0096036B1 EP0096036B1 (fr) 1986-06-25

Family

ID=20344230

Family Applications (1)

Application Number Title Priority Date Filing Date
EP82902103A Expired EP0096036B1 (fr) 1981-07-10 1982-07-09 Agencement de production de dalles longitudinales en beton

Country Status (7)

Country Link
EP (1) EP0096036B1 (fr)
JP (1) JPS58501081A (fr)
DE (1) DE3271832D1 (fr)
DK (1) DK152793C (fr)
FI (1) FI72371C (fr)
SE (1) SE447004B (fr)
WO (1) WO1983000177A1 (fr)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4950434A (en) * 1985-04-29 1990-08-21 Permaban Southeast, Inc. Arrangement for the production of longitudinal screed slabs consisting of concrete
CN119958082A (zh) * 2025-03-13 2025-05-09 浙江宝业建设集团有限公司 一种通风排烟管的预留管路及装配方法

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1900346A (en) * 1933-03-07 Roof and floor structure
CH568457A5 (en) * 1973-09-11 1975-10-31 Sonderegger Emil Frame for concrete ceiling mfr - has trimming pole drawn over rails with level determined by spindle and pipe on formwork
SE404996B (sv) * 1978-01-13 1978-11-13 Straengbetong Ab Anordning vid betonggjutformar
DE2912906A1 (de) * 1979-03-31 1980-10-16 Rilco Maschf Hoehenverstelleinrichtung fuer abziehbohle
EP0027779A1 (fr) * 1979-10-22 1981-04-29 Paul Terraillon Appareillage de coffrage pour couler directement sur le sol des dalles de béton précises

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
See references of WO8300177A1 *

Also Published As

Publication number Publication date
FI72371C (fi) 1987-05-11
FI72371B (fi) 1987-01-30
DK152793B (da) 1988-05-16
DK100883A (da) 1983-02-28
SE8104292L (sv) 1983-01-11
EP0096036B1 (fr) 1986-06-25
DK152793C (da) 1988-10-10
SE447004B (sv) 1986-10-20
WO1983000177A1 (fr) 1983-01-20
DK100883D0 (da) 1983-02-28
DE3271832D1 (en) 1986-07-31
FI832860L (fi) 1983-08-09
JPS58501081A (ja) 1983-07-07
FI832860A0 (fi) 1983-08-09

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