WO1983000177A1 - Arrangement for the production of longitudinal screed slabs consisting of concrete - Google Patents
Arrangement for the production of longitudinal screed slabs consisting of concrete Download PDFInfo
- Publication number
- WO1983000177A1 WO1983000177A1 PCT/SE1982/000240 SE8200240W WO8300177A1 WO 1983000177 A1 WO1983000177 A1 WO 1983000177A1 SE 8200240 W SE8200240 W SE 8200240W WO 8300177 A1 WO8300177 A1 WO 8300177A1
- Authority
- WO
- WIPO (PCT)
- 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.)
- Ceased
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.Arrangement for the production of concrete beams for concrete floors or other and ensuring good linearity to the product during casting using the so-called battery method. Tubes (2) are placed on a bed of beams (1) with a certain degree of leveling (3). In the mold, the beams (1) constitute the underside while two adjacent tubes (2) form the side walls. The arrangement consists of a plate (5) placed between two beams (1). The plate is located and formed in such a way that the T-shaped rail (4) at the bottom of the tube fits into a recess (6) arranged in the plate. In this way the tubes are aligned, this alignment being the necessary condition to ensure good linearity to the product.
Description
Claims
Priority Applications (4)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| DE8282902103T DE3271832D1 (en) | 1981-07-10 | 1982-07-09 | Arrangement for the production of longitudinal screed slabs consisting of concrete |
| AT82902103T ATE20546T1 (en) | 1981-07-10 | 1982-07-09 | EQUIPMENT FOR THE MANUFACTURE OF LONG CONCRETE SLABS. |
| DK100883A DK152793C (en) | 1981-07-10 | 1983-02-28 | Apparatus for the manufacture of longitudinal straightening bodies consisting of concrete |
| FI832860A FI72371C (en) | 1981-07-10 | 1983-08-09 | ANORDNING FOER FRAMSTAELLNING AV LAONGSTRAECKTA AVJAEMNINGSPLATTOR AV BETONG. |
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| SE8104292-1810710 | 1981-07-10 | ||
| SE8104292A SE447004B (en) | 1981-07-10 | 1981-07-10 | DEVICE FOR IN A FORM OF S BATTERY EXTENDING CASTING |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| WO1983000177A1 true WO1983000177A1 (en) | 1983-01-20 |
Family
ID=20344230
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| PCT/SE1982/000240 Ceased WO1983000177A1 (en) | 1981-07-10 | 1982-07-09 | Arrangement for the production of longitudinal screed slabs consisting of concrete |
Country Status (7)
| Country | Link |
|---|---|
| EP (1) | EP0096036B1 (en) |
| JP (1) | JPS58501081A (en) |
| DE (1) | DE3271832D1 (en) |
| DK (1) | DK152793C (en) |
| FI (1) | FI72371C (en) |
| SE (1) | SE447004B (en) |
| WO (1) | WO1983000177A1 (en) |
Cited By (2)
| 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 (en) * | 2025-03-13 | 2025-05-09 | 浙江宝业建设集团有限公司 | A reserved pipeline for ventilation and smoke exhaust pipe and assembly method |
Citations (5)
| 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 (en) * | 1978-01-13 | 1978-11-13 | Straengbetong Ab | DEVICE FOR CONCRETE MOLDS |
| DE2912906A1 (en) * | 1979-03-31 | 1980-10-16 | Rilco Maschf | Rail guided concrete levelling appliance - has hand operated nut setting threaded spindle height in socket |
| EP0027779A1 (en) * | 1979-10-22 | 1981-04-29 | Paul Terraillon | Forming implement to pour precise concrete slabs directly onto the flooring |
-
1981
- 1981-07-10 SE SE8104292A patent/SE447004B/en not_active IP Right Cessation
-
1982
- 1982-07-09 DE DE8282902103T patent/DE3271832D1/en not_active Expired
- 1982-07-09 JP JP57502145A patent/JPS58501081A/en active Pending
- 1982-07-09 WO PCT/SE1982/000240 patent/WO1983000177A1/en not_active Ceased
- 1982-07-09 EP EP82902103A patent/EP0096036B1/en not_active Expired
-
1983
- 1983-02-28 DK DK100883A patent/DK152793C/en not_active IP Right Cessation
- 1983-08-09 FI FI832860A patent/FI72371C/en not_active IP Right Cessation
Patent Citations (5)
| 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 (en) * | 1978-01-13 | 1978-11-13 | Straengbetong Ab | DEVICE FOR CONCRETE MOLDS |
| DE2912906A1 (en) * | 1979-03-31 | 1980-10-16 | Rilco Maschf | Rail guided concrete levelling appliance - has hand operated nut setting threaded spindle height in socket |
| EP0027779A1 (en) * | 1979-10-22 | 1981-04-29 | Paul Terraillon | Forming implement to pour precise concrete slabs directly onto the flooring |
Cited By (2)
| 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 (en) * | 2025-03-13 | 2025-05-09 | 浙江宝业建设集团有限公司 | A reserved pipeline for ventilation and smoke exhaust pipe and assembly method |
Also Published As
| Publication number | Publication date |
|---|---|
| FI72371C (en) | 1987-05-11 |
| FI72371B (en) | 1987-01-30 |
| DK152793B (en) | 1988-05-16 |
| DK100883A (en) | 1983-02-28 |
| SE8104292L (en) | 1983-01-11 |
| EP0096036A1 (en) | 1983-12-21 |
| EP0096036B1 (en) | 1986-06-25 |
| DK152793C (en) | 1988-10-10 |
| SE447004B (en) | 1986-10-20 |
| DK100883D0 (en) | 1983-02-28 |
| DE3271832D1 (en) | 1986-07-31 |
| FI832860L (en) | 1983-08-09 |
| JPS58501081A (en) | 1983-07-07 |
| FI832860A0 (en) | 1983-08-09 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US4123034A (en) | Box form for concrete culvert | |
| CN104878924A (en) | Stair step concrete pouring-molded template and stair cast-in-situ construction method | |
| US4442648A (en) | Concrete panel | |
| CA1286891C (en) | Adjustable mold for concrete median barrier | |
| CN108678193B (en) | Post-cast strip and construction method thereof | |
| JP2750666B2 (en) | Movable formwork for precast concrete members | |
| WO1983000177A1 (en) | Arrangement for the production of longitudinal screed slabs consisting of concrete | |
| CN109914571B (en) | Basement drainage ditch formwork system, pouring system and construction method | |
| USRE32936E (en) | Adjustable mold for concrete median barrier | |
| JPH0143086B2 (en) | ||
| US4950434A (en) | Arrangement for the production of longitudinal screed slabs consisting of concrete | |
| CN209798958U (en) | Pouring system for drainage ditch of bottom plate post-cast strip and shaping hanging die for drainage ditch | |
| CN110847065A (en) | Prefabricated assembled box channel and construction method | |
| JPH0314327Y2 (en) | ||
| JPH0332677Y2 (en) | ||
| CN211547354U (en) | Steel guardrail concrete base regularization template system | |
| US3451108A (en) | Movable concrete form with a pair of endless flexible mats | |
| CN220058371U (en) | Basement outer wall stagnant water steel sheet strutting arrangement | |
| CN211590623U (en) | Vertical casting hollow beam template | |
| CN222541171U (en) | A universal integral roadbed ditch center template | |
| JPH0136569Y2 (en) | ||
| CN211368447U (en) | Prefabricated box pass | |
| JPS6349785B2 (en) | ||
| CN214187682U (en) | Prefabricated template for assembling portal culvert box of tunnel rail lower structure | |
| CN119266374B (en) | Building floor structure and assembled building |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| AK | Designated states |
Kind code of ref document: A1 Designated state(s): DK FI JP US Designated state(s): DK FI JP US |
|
| AL | Designated countries for regional patents |
Kind code of ref document: A1 Designated state(s): AT CH DE FR GB LU NL Designated state(s): AT CH DE FR GB LU NL |
|
| WWE | Wipo information: entry into national phase |
Ref document number: 1982902103 Country of ref document: EP |
|
| WWE | Wipo information: entry into national phase |
Ref document number: 832860 Country of ref document: FI |
|
| WWP | Wipo information: published in national office |
Ref document number: 1982902103 Country of ref document: EP |
|
| WWG | Wipo information: grant in national office |
Ref document number: 1982902103 Country of ref document: EP |
|
| WWG | Wipo information: grant in national office |
Ref document number: 832860 Country of ref document: FI |