EP0192884A1 - Method and device for the slide-casting of concrete hollow products - Google Patents

Method and device for the slide-casting of concrete hollow products Download PDF

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Publication number
EP0192884A1
EP0192884A1 EP85308002A EP85308002A EP0192884A1 EP 0192884 A1 EP0192884 A1 EP 0192884A1 EP 85308002 A EP85308002 A EP 85308002A EP 85308002 A EP85308002 A EP 85308002A EP 0192884 A1 EP0192884 A1 EP 0192884A1
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EP
European Patent Office
Prior art keywords
slide
mould structure
top wall
casting mould
casting
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
EP85308002A
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German (de)
French (fr)
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EP0192884B1 (en
Inventor
Allan Olavi Vanhanen
Pentti Arvo Immonen
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.)
Partek Oy AB
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Partek 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 Partek Oy AB filed Critical Partek Oy AB
Priority to AT85308002T priority Critical patent/ATE49917T1/en
Publication of EP0192884A1 publication Critical patent/EP0192884A1/en
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Publication of EP0192884B1 publication Critical patent/EP0192884B1/en
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Expired - Lifetime legal-status Critical Current

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    • 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
    • B28B1/00—Producing shaped prefabricated articles from the material
    • B28B1/08—Producing shaped prefabricated articles from the material by vibrating or jolting
    • B28B1/084—Producing shaped prefabricated articles from the material by vibrating or jolting the vibrating moulds or cores being moved horizontally for making strands of moulded articles
    • 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
    • B28B3/00—Producing shaped articles from the material by using presses; Presses specially adapted therefor
    • B28B3/20—Producing shaped articles from the material by using presses; Presses specially adapted therefor wherein the material is extruded
    • B28B3/22—Producing shaped articles from the material by using presses; Presses specially adapted therefor wherein the material is extruded by screw or worm
    • B28B3/228—Slipform casting extruder, e.g. self-propelled extruder

Definitions

  • the present invention is concerned with a method for the casting of concrete products by means of a continuous slide-casting method, whereat the concrete mix is compacted by displacing one or several walls of the slide-casting mould structure.
  • the invention is also concerned with a device for the casting of concrete products by means of the continuous slide-casting method, whereat the device includes longitudinal walls as well as, inside the said walls, one or several forming members that form cavities.
  • the object of the present invention is to provide a casting method in which the compacting takes place at the same time both efficiently and free of noise. At the same time, the quality of the face of the product is improved as compared with the products manufactured by means of the prior-art technique.
  • the method in accordance with the invention is characterized in that a wall of the slide-casting mould structure is displaced along a predetermined path of movement while facing the forming member forming the cavity and moving eccentrically relative its centre axis or moving back and forth around an articulated shaft.
  • the device in accordance with the invention is characterized in that a wall of the slide-casting mould structure is displaceable along a predetermined path of movement while facing the forming members farming the cavity and moving eccentrically relative the centre axis or moving back and forth around an articulated shaft.
  • the idea of the invention is that, at the initial end of the mix flow, the amplitude of the wall is remarkably high, being reduced to zero at the trailing end. In other words, the movement becomes smaller towards the trailing end of the compacting mechanism. If required, a so-called levelling board follows after the mobile compacting board.
  • the machine is provided with one or several spiral screws 2, which are in such a way conical that they become larger towards the final end of the machine.
  • a cavity mandrel 3 is fitted, which is, if required, followed by a follower tube 4.
  • the rear end of the cavity mandrel 3 is fixed, e.g., by means of a ball joint or equivalent mode of fastening which permits a change in the angle of the axis, and the forward end of the mandrel performs an eccentric movement relative the longitudinal axis and compacts the mix around the cavity.
  • the device is provided with a compacting board 5 and side boards 6. Behind the compacting board 5, there is a levelling board 8.
  • the machine moves on a base 9, being supported on wheels 10, in the direction indicated by the arrow.
  • the compacting board 5 is, by its trailing end, fixed to a horizontal transverse shaft 11.
  • the front end of the compacting board is connected to a motor 14 in a suitable way, e.g. by the intermediate of an arm 12 and an eccentric cam 13.
  • the front end of the board is displaced back and forth up and down.
  • the path of movement is illustrated as a side view in the bottom part of Fig. 2.
  • Towards the trailing end, the movement of the board is reduced to zero.
  • the movement may be synchronized with the eccentric movement of the cavity mandrel 3 so that the rising and falling of the board take place at the same time as the rising and falling of the cavity mandrel.
  • the frequency of the movement of rising and falling of the board may also differ from the frequency of the movement of the mandrel, and they may be in a suitable mutual relationship. In this way, in the portion of the slab placed above the cavities, in the mix, a shearing movement is produced, which, together with the pressure produced by the screws and with the movement of the mandrels, compacts the mix.
  • the direction of movement of the board may, however, also be contrary to the movement of rising and falling of the mandrel.
  • a groove former 30 is connected with the board 5 by means of a lever arm 29, the said groove former 30 moving along with the board 5 up and down.
  • the final end of the groove former is linked to the side board 6 by means of a pin 31. In this way, the movement of the groove former is at the initial end at the maximum and at the final end zero.
  • This groove former promotes the compacting of the slab at the lateral areas of the slab.
  • the transverse shaft 11 at the trailing end of the board 5 is attached to an articulated arm 15, whose top end is attached to a transverse shaft 16.
  • the front end of the board 5 is displaced by means of an eccentric cam 17 along a path of movement revolving around a transverse shaft.
  • the movement of the trailing end of the board is in the vertical direction zero, but in the horizontal direction the length of the path of movement corresponds to the stroke length provided by the eccentric cam when the articulated arm 15 swings around the shaft 16.
  • the path of movement of the board is illustrated as a side view in the bottom part of Fig. 4.
  • the trailing end of the board 5 is attached to a vertical shaft 18 by means of a ball joint 21 or equivalent.
  • the front end of the board 5 is attached to an eccentric cam 2.0 by the intermediate of a .transverse arm 19, the said eccentric cam 20 providing a horizontal transverse movement back and forth for the front end of the board.
  • the movement is zero at the ball joint 21, but at the sides of the board mainly movement in the longitudinal direction of the slab.
  • the direction of movement of the front end of the board 5 is contrary to the lateral movement of the mandrel 3, but the direction may also be the same.
  • the path of movement of the board is illustrated as viewed from the top in the bottom part of Fig. 6.
  • the compacting plane 5 is supported by means of two vertical shafts 22. At the lower end of each shaft 22, there is an eccentric cam 23, which brings the plane 5 into a horizontal grinding movement.
  • the path of movement is illustrated as a top view in the bottom part of Fig. 10.
  • the lateral component of the movement of the board may be either of opposite direction or of the same direction compared with the horizontal component of the movement of the front end of the mandrels 3.
  • one or, side by side, several eccentric cams 24 synchronized with each other are connected with the front end of the compacting plane 5, which said eccentric cams 24 revolve eccentrically relative the longitudinal axis 25.
  • the front end of the board 5 receives a rotary movement so that it rises and falls and moves to both sides. In other words, the movement takes place in a vertical transverse plane.
  • the trailing end of the board 5 is supported at the middle preferably, e.g., by means of a ball joint 21 so that the movement of the plane 5 at the joint is zero but, at the trailing end at the sides of the board, longitudinal movement.
  • the movement of the board 5 may be synchronized and either of the same direction or of opposite direction relative the movement of the mandrels 3.
  • the compacting board unit 5 consists, e.g., of three subsequent transverse beams 5', which are attached to two or more longitudinal binder beams 27 by means of articulated joints 26. At their trailing ends, the binder beams are attached to vertical shafts 28. By means of an arm 19 and an eccentric cam 20, the system of beams is brought into a transverse horizontal movement, which is reduced towards the trailing end. The movement may be synchronized and either of opposite direction or of the same direction relative the horizontal component of the movement of the mandrels 3.
  • the movement of the compacting board 5 may be synchronized with the movement of the mandrels 3, being either of the same direction or of opposite direction.
  • the movements may also have a certain other phase angle.
  • the frequency of the movement of the compacting board 5 may also differ from the frequency of the movement of the mandrels 3. This is accomplished by selecting the speeds of rotation of the eccentric cams appropriately.
  • the movement of the mandrels 3 may also be a movement taking place relative a vertical or horizontal shaft placed at the trailing end.
  • the groove formers 30 may also be used in the devices of the other embodiments, besides that shown in Figures 2 and 3.

Landscapes

  • Engineering & Computer Science (AREA)
  • Manufacturing & Machinery (AREA)
  • Chemical & Material Sciences (AREA)
  • Ceramic Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Devices For Post-Treatments, Processing, Supply, Discharge, And Other Processes (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
  • Press-Shaping Or Shaping Using Conveyers (AREA)
  • Preparation Of Clay, And Manufacture Of Mixtures Containing Clay Or Cement (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
  • Preparation Of Compounds By Using Micro-Organisms (AREA)
  • Underground Or Underwater Handling Of Building Materials (AREA)
  • Casting Support Devices, Ladles, And Melt Control Thereby (AREA)
  • Panels For Use In Building Construction (AREA)
  • Moulds, Cores, Or Mandrels (AREA)

Abstract

Method and device for the casting of concrete products by means of a continuous slide-casting method. The concrete mix is compacted by displacing one or several walls of the slide-castina mould structure. The wall (5) of the slide-casting mould structure is displaced along a predetermined path of movement while facing the forming member (3) forming the cavity and moving eccentrically relative its centre axis or moving back and forth around an articulated shaft.

Description

  • The present invention is concerned with a method for the casting of concrete products by means of a continuous slide-casting method, whereat the concrete mix is compacted by displacing one or several walls of the slide-casting mould structure. The invention is also concerned with a device for the casting of concrete products by means of the continuous slide-casting method, whereat the device includes longitudinal walls as well as, inside the said walls, one or several forming members that form cavities.
  • The slide-casting technique for the manufacture of hollow slabs is commonly known. E.g., in the US Patent 4,046,848, the manufacture of hollow slabs is described. In prior art, different methods are known for the compacting of the concrete mix in slide casting. Vibrators are commonly used for vibrating the inside and outside wall of the casting mould and for compacting the concrete mix. A drawback of the vibrators is, however, the noise caused by them. Moreover, as a result of the oscillation, the accuracy of dimensions and shape of the product deteriorates.
  • From the Finnish Patents 64,072 and 64,703, a method is known for the compacting of stiff concrete mix so that, in stead of vibration, shearing forces are applied to the mix so as to compact the mix. The shear forces are produced by pivoting two opposite mould walls back and forth in the same direction relative each other.
  • The object of the present invention is to provide a casting method in which the compacting takes place at the same time both efficiently and free of noise. At the same time, the quality of the face of the product is improved as compared with the products manufactured by means of the prior-art technique. The method in accordance with the invention is characterized in that a wall of the slide-casting mould structure is displaced along a predetermined path of movement while facing the forming member forming the cavity and moving eccentrically relative its centre axis or moving back and forth around an articulated shaft. The device in accordance with the invention is characterized in that a wall of the slide-casting mould structure is displaceable along a predetermined path of movement while facing the forming members farming the cavity and moving eccentrically relative the centre axis or moving back and forth around an articulated shaft.
  • The idea of the invention is that, at the initial end of the mix flow, the amplitude of the wall is remarkably high, being reduced to zero at the trailing end. In other words, the movement becomes smaller towards the trailing end of the compacting mechanism. If required, a so-called levelling board follows after the mobile compacting board.
  • The invention and its details will be described in the following with reference to the accompanying drawings, wherein
    • Figure 1 is a general view of a hollow- slab machine, seen from the side and partly in section,
    • Figure 2 is a sectional side view of a detail of one embodiment of the invention,
    • Figure 3 shows a cross section of the embodiment shown in Fig. 2,
    • Figure 4 is a side view of a second embodiment of the invention,
    • Figure 5 shows a cross section of the embodiment shown in Fig. 4,
    • Figure 6 is a side view of a third embodiment of the invention,
    • Figure 7 shows a cross-section of the embodiment shown in Fig. 6,
    • Figure 8 is a side view of a fourth embodiment of the invention,
    • Figure 9 shows a cross section of the embodiment shown in Fig. 8,
    • Figure 10 shows the embodiment of Fig. 8 as viewed from the top,
    • Figure 11 is a side view of a fifth embodiment of the invention,
    • Figure 12 shows a cross section of the embodiment shown in Fig. 11,
    • Figure 13 is a side view of a sixth embodiment of the invention,
    • Figure 14 shows a cross section of the embodiment shown in Fig. 13, and
    • Figure 15 shows the embodiment of Fig. 13 as viewed from the top.
  • At the initial end of the slide-casting machine, there is a feeding funnel for feeding the concrete mix. Depending on the size of the slab to be cast, the machine is provided with one or several spiral screws 2, which are in such a way conical that they become larger towards the final end of the machine. After the spiral screw 2, a cavity mandrel 3 is fitted, which is, if required, followed by a follower tube 4. The rear end of the cavity mandrel 3 is fixed, e.g., by means of a ball joint or equivalent mode of fastening which permits a change in the angle of the axis, and the forward end of the mandrel performs an eccentric movement relative the longitudinal axis and compacts the mix around the cavity. Moreover, the device is provided with a compacting board 5 and side boards 6. Behind the compacting board 5, there is a levelling board 8. The machine moves on a base 9, being supported on wheels 10, in the direction indicated by the arrow.
  • In the embodiment shown in Figures 2 and 3, the compacting board 5 is, by its trailing end, fixed to a horizontal transverse shaft 11. The front end of the compacting board is connected to a motor 14 in a suitable way, e.g. by the intermediate of an arm 12 and an eccentric cam 13. By means of the eccentric cam, the front end of the board is displaced back and forth up and down. The path of movement is illustrated as a side view in the bottom part of Fig. 2. Towards the trailing end, the movement of the board is reduced to zero. The movement may be synchronized with the eccentric movement of the cavity mandrel 3 so that the rising and falling of the board take place at the same time as the rising and falling of the cavity mandrel. The frequency of the movement of rising and falling of the board may also differ from the frequency of the movement of the mandrel, and they may be in a suitable mutual relationship. In this way, in the portion of the slab placed above the cavities, in the mix, a shearing movement is produced, which, together with the pressure produced by the screws and with the movement of the mandrels, compacts the mix. The direction of movement of the board may, however, also be contrary to the movement of rising and falling of the mandrel.
  • Moreover, at the sides of the device, a groove former 30 is connected with the board 5 by means of a lever arm 29, the said groove former 30 moving along with the board 5 up and down. The final end of the groove former is linked to the side board 6 by means of a pin 31. In this way, the movement of the groove former is at the initial end at the maximum and at the final end zero. This groove former promotes the compacting of the slab at the lateral areas of the slab.
  • In the embodiment of Figures 4 and 5, the transverse shaft 11 at the trailing end of the board 5 is attached to an articulated arm 15, whose top end is attached to a transverse shaft 16. The front end of the board 5 is displaced by means of an eccentric cam 17 along a path of movement revolving around a transverse shaft. The movement of the trailing end of the board is in the vertical direction zero, but in the horizontal direction the length of the path of movement corresponds to the stroke length provided by the eccentric cam when the articulated arm 15 swings around the shaft 16. The path of movement of the board is illustrated as a side view in the bottom part of Fig. 4.
  • In the embodiment of Figures 6 and 7, the trailing end of the board 5 is attached to a vertical shaft 18 by means of a ball joint 21 or equivalent. The front end of the board 5 is attached to an eccentric cam 2.0 by the intermediate of a .transverse arm 19, the said eccentric cam 20 providing a horizontal transverse movement back and forth for the front end of the board. At the trailing end, the movement is zero at the ball joint 21, but at the sides of the board mainly movement in the longitudinal direction of the slab. The direction of movement of the front end of the board 5 is contrary to the lateral movement of the mandrel 3, but the direction may also be the same. The path of movement of the board is illustrated as viewed from the top in the bottom part of Fig. 6.
  • In the embodiment of Figures 8 to 10, the compacting plane 5 is supported by means of two vertical shafts 22. At the lower end of each shaft 22, there is an eccentric cam 23, which brings the plane 5 into a horizontal grinding movement. The path of movement is illustrated as a top view in the bottom part of Fig. 10. The lateral component of the movement of the board may be either of opposite direction or of the same direction compared with the horizontal component of the movement of the front end of the mandrels 3.
  • In the embodiment of Figures 11 and 12, one or, side by side, several eccentric cams 24 synchronized with each other are connected with the front end of the compacting plane 5, which said eccentric cams 24 revolve eccentrically relative the longitudinal axis 25. Thereby, the front end of the board 5 receives a rotary movement so that it rises and falls and moves to both sides. In other words, the movement takes place in a vertical transverse plane. The trailing end of the board 5 is supported at the middle preferably, e.g., by means of a ball joint 21 so that the movement of the plane 5 at the joint is zero but, at the trailing end at the sides of the board, longitudinal movement. The movement of the board 5 may be synchronized and either of the same direction or of opposite direction relative the movement of the mandrels 3.
  • In the embodiment of Figures 13 to 15, the compacting board unit 5 consists, e.g., of three subsequent transverse beams 5', which are attached to two or more longitudinal binder beams 27 by means of articulated joints 26. At their trailing ends, the binder beams are attached to vertical shafts 28. By means of an arm 19 and an eccentric cam 20, the system of beams is brought into a transverse horizontal movement, which is reduced towards the trailing end. The movement may be synchronized and either of opposite direction or of the same direction relative the horizontal component of the movement of the mandrels 3.
  • The invention is not restricted to the above embodiments only, but it may show variation in many ways within the scope of the patent claims. The movement of the compacting board 5 may be synchronized with the movement of the mandrels 3, being either of the same direction or of opposite direction. The movements may also have a certain other phase angle. The frequency of the movement of the compacting board 5 may also differ from the frequency of the movement of the mandrels 3. This is accomplished by selecting the speeds of rotation of the eccentric cams appropriately.
  • Besides being an eccentric movement produced by means of a ball joint or equivalent placed at the trailing end, the movement of the mandrels 3 may also be a movement taking place relative a vertical or horizontal shaft placed at the trailing end.
  • In stead of using an eccentric cam, it is also possible to use, e.g., a hydraulic cylinder for displacing the upper board.
  • The groove formers 30 may also be used in the devices of the other embodiments, besides that shown in Figures 2 and 3.

Claims (12)

1. Method for the casting of concrete products by means of a continuous slide-casting method, whereat the concrete mix is subjected to pressure by means of a spiral screw or screws (2) and one or several cavities are formed in the product by means of one or several forming members (3) and whereat the concrete mix is compacted by displacing one or several walls of the slide-casting mould structure forcibly along a predetermined path of movement, characterized in that the moving wall (5) of the slide-casting mould structure is fitted as facing the forming members (3) which form the cavities and alter the angle of their longitudinal axes relative a certain articulation point.
2. Method as claimed in claim 1, characterized in that the top wall of the slide-casting mould structure is displaced back and forth around a horizontal shaft (11) placed at the trailing end of the wall.
3. Method as claimed in claim 1, characterized in that the top wall (5) of the slide-casting mould structure is displaced back and forth around a vertical shaft (18 or 28) placed at the trailing end of the said wall.
4. Method as claimed in claim 1, characterized in that the top wall (5) of the slide-casting mould structure is displaced in the horizontal direction by means of an eccentric cam (23) revolving around a vertical shaft (22).
5. Method as claimed in claim 1, characterized in that the front end of the top wall (5) of the slide-casting mould structure is displaced along a path of movement that moves around the longitudinal axis of the top wall.
6. Device for the casting of concrete products by means of a continuous slide-casting method, whereat the device includes longitudinal walls (9,6,5), means for displacing one or several walls forcibly along a predetermined path of movement, a spiral screw or screws (2) for feeding the mix, as well as, inside the walls, one or several forming members (3) that form cavities, characterized in that the moving wall (5) of the slide-casting mould structure is fitted as facing the forming members (3) which alter the angle of their longitudinal axes relative a certain articulation point.
7. Device as claimed in claim 6, characterized in that the top wall (5) of the slide-casting mould structure is displaceable back and forth around a horizontal shaft (11) placed at the trailing end of the wall.
8. Device as claimed in claim 6, characterized in that the top wall (5) of the slide-casting mould structure is displaceable back and forth around a vertical shaft (18 or 28) placed at the trailing end of the said wall.
9. Device as claimed in claim 8, characterized in that the top wall (5) of the slide-casting mould structure is divided, in the transverse direction, into two or more parts (5'), which are interconnected by means of two or more longitudinal beams (27), whereat the said longitudinal beams are displaceable back and forth around vertical shafts (28) placed at their trailing ends.
10. Device as claimed in claim 6, characterized in that the top wall (5) of the slide-casting mould structure is supported on one or several vertical shafts (22), whereby the top wall is displaceable in the horizontal direction.
11. Device as claimed in claim 6, characterized in that the front end of the top wall (5) of the slide-casting mould structure is displaceable along a path of movement that moves around the longitudinal axis of the top wall.
12. Device as claimed in any of the preceding patent claims, whose side walls (6) are provided with means (30) for forming grooves into the sides of the concrete product, characterized in that the said means (30) for forming the groove are displaceable along with the top wall (5) of the slide-casting mould structure.
EP85308002A 1984-11-08 1985-11-04 Method and device for the slide-casting of concrete hollow products Expired - Lifetime EP0192884B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT85308002T ATE49917T1 (en) 1984-11-08 1985-11-04 METHOD AND DEVICE FOR SLIDE PRODUCTION OF HOLLOW PRECAST CONCRETE ELEMENTS.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FI844389A FI74649C (en) 1984-11-08 1984-11-08 Method and apparatus for casting concrete products.
FI844389 1984-11-08

Publications (2)

Publication Number Publication Date
EP0192884A1 true EP0192884A1 (en) 1986-09-03
EP0192884B1 EP0192884B1 (en) 1990-01-31

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EP85308002A Expired - Lifetime EP0192884B1 (en) 1984-11-08 1985-11-04 Method and device for the slide-casting of concrete hollow products

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EP (1) EP0192884B1 (en)
JP (1) JPH0790533B2 (en)
AT (1) ATE49917T1 (en)
AU (1) AU582798B2 (en)
CA (1) CA1270624A (en)
CS (1) CS277404B6 (en)
DD (1) DD241711A5 (en)
DE (1) DE3575693D1 (en)
DK (1) DK166908B1 (en)
FI (1) FI74649C (en)
NO (1) NO165385C (en)
NZ (1) NZ214117A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2253585A (en) * 1991-02-11 1992-09-16 Ultra Span Machinery Inc Method and apparatus for controlling density profile in a concrete extruded slab
US5366676A (en) * 1991-12-17 1994-11-22 Shigeru Kobayashi Method and apparatus for manufacturing concrete panels by continuous pressing
EP0677362A1 (en) * 1994-04-07 1995-10-18 Valkeakoski X-Tec Oy Ltd. Method and apparatus for producing a concrete product
CN105128129A (en) * 2015-08-23 2015-12-09 玉溪怡达新型建材有限公司 Vibrating forming device for light hollow wallboard
CN113119298A (en) * 2021-04-21 2021-07-16 郑帅 Machine for fully automatically manufacturing hollow slab

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6331069B1 (en) 1998-01-14 2001-12-18 George Putti Concrete extrusion machine and spiral conveyor therefor
FI126200B (en) 2015-01-27 2016-08-15 Elematic Oyj Method and equipment for casting concrete products

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DE1584512A1 (en) * 1965-11-20 1969-11-20 Klaue Hermann Vibration device for building panels
US3989431A (en) * 1974-02-11 1976-11-02 Spirill Corporation Ltd. Pile extruder

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FI70821C (en) * 1983-05-09 1986-10-27 Partek Ab FOER FAR SHEET FOR GLID GUTTING MACHINE AV HAOLPLATTOR AVETONG

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Publication number Priority date Publication date Assignee Title
DE1584512A1 (en) * 1965-11-20 1969-11-20 Klaue Hermann Vibration device for building panels
US3989431A (en) * 1974-02-11 1976-11-02 Spirill Corporation Ltd. Pile extruder

Non-Patent Citations (1)

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Title
SOVIET INVENTIONS ILLUSTRATED, sections P,Q, week 8423, July 18, 1984, DERWENT PUBLICATIONS LTD., London, GB; P64, & SU-A-1 041 293 (ROSORG TEKHSTROI) *

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2253585A (en) * 1991-02-11 1992-09-16 Ultra Span Machinery Inc Method and apparatus for controlling density profile in a concrete extruded slab
US5238374A (en) * 1991-02-11 1993-08-24 Ultra Span, A Division Of Alphair Ventilating Systems, Inc. Apparatus for controlling density profile in a concrete extruded slab
GB2253585B (en) * 1991-02-11 1995-07-19 Ultra Span Machinery Inc Method and apparatus for controlling density profile in a concrete extruded slab
US5366676A (en) * 1991-12-17 1994-11-22 Shigeru Kobayashi Method and apparatus for manufacturing concrete panels by continuous pressing
EP0677362A1 (en) * 1994-04-07 1995-10-18 Valkeakoski X-Tec Oy Ltd. Method and apparatus for producing a concrete product
CN105128129A (en) * 2015-08-23 2015-12-09 玉溪怡达新型建材有限公司 Vibrating forming device for light hollow wallboard
CN113119298A (en) * 2021-04-21 2021-07-16 郑帅 Machine for fully automatically manufacturing hollow slab
CN113119298B (en) * 2021-04-21 2022-12-13 英索来欣(盐城)新材料科技有限公司 Machine for fully automatically manufacturing hollow slab

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CA1270624A (en) 1990-06-26
FI844389A0 (en) 1984-11-08
CS277404B6 (en) 1993-03-17
NO165385C (en) 1991-02-06
NO165385B (en) 1990-10-29
NO854395L (en) 1986-05-09
CS798885A3 (en) 1992-08-12
JPS61120709A (en) 1986-06-07
DK166908B1 (en) 1993-08-02
EP0192884B1 (en) 1990-01-31
AU582798B2 (en) 1989-04-13
DK513285A (en) 1986-05-09
ATE49917T1 (en) 1990-02-15
FI844389L (en) 1986-05-09
NZ214117A (en) 1989-03-29
DK513285D0 (en) 1985-11-07
JPH0790533B2 (en) 1995-10-04
DE3575693D1 (en) 1990-03-08
AU4945785A (en) 1986-05-15
DD241711A5 (en) 1986-12-24
FI74649B (en) 1987-11-30
FI74649C (en) 1988-03-10

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