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
  • B28B1/00—Producing shaped prefabricated articles from the material
  • B28B1/08—Producing shaped prefabricated articles from the material by vibrating or jolting
  • B28B1/093—Producing shaped prefabricated articles from the material by vibrating or jolting by means directly acting on the material, e.g. by cores wholly or partly immersed in the material or elements acting on the upper surface of the material
  • B28B1/0935—Producing shaped prefabricated articles from the material by vibrating or jolting by means directly acting on the material, e.g. by cores wholly or partly immersed in the material or elements acting on the upper surface of the material using only elements wholly or partly immersed in the material, e.g. cores
• • 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
  • B28B17/00—Details of, or accessories for, apparatus for shaping the material; Auxiliary measures taken in connection with such shaping
• • E—FIXED CONSTRUCTIONS
  • E04—BUILDING
  • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
  • E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
  • E04G17/002—Workplatforms, railings; Arrangements for pouring concrete, attached to the form
• • E—FIXED CONSTRUCTIONS
  • E04—BUILDING
  • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
  • E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
  • E04G21/02—Conveying or working-up concrete or similar masses able to be heaped or cast
  • E04G21/06—Solidifying concrete, e.g. by application of vacuum before hardening
  • E04G21/08—Internal vibrators, e.g. needle vibrators

Definitions

• the present invention relates to an arrangement for vibrating concrete, comprising an internal vibrator and a method for vibrating concrete using an internal vibrator.
• An internal vibrator consists of a vibrating tube, the high frequency vibrations of which are often achieved by means of an internal rotating eccentric within the tube.
• the vibrating tube is lowered into concrete, the concrete is subjected to very rapid vibration.
• the internal friction of the concrete is to all intents and purposes eliminated, which implies that the concrete becomes less viscous, settles and compacts.
• the majority of the air which is trapped within the concrete and which for normal concrete consistencies can make up some 5-20 % of the total volume, is forced out of the concrete and thus a non- porous and homogeneous concrete is obtain.
• the low viscosity consistency of the concrete which is imparted by the vibrations further implies that the concrete will flow into any parts of the mould which are relatively inaccessible and surround any reinforcement which may be present.
• vibration work is carried out using an internal vibrator which is manually inserted into the concrete in the mould to a certain depth following a predetermined pattern. Thereafter, the internal vibrator is very slowly pulled out of the concrete so that air-pockets will not be formed during the removal.
• Such work is clearly very time consuming and places high demands on accuracy and precision during its performance. In addition, the work is very heavy. Furthermore, once the work has been carried out, it is virtually impossible to check, and the consequences of insufficient vibration will not be apparent until the casting mould is removed or perhaps not before the cast concrete construction is loaded.
• this object i ⁇ achieved by means of an arrangement according to the preamble of claim 1, which is characterized by a horizontally displaceable carrier mechanism for the internal vibrator, which carrier mechanism comprises means for displacing the internal vibrator in a vertical direction.
• the internal vibrator is displaced mechanically, thereby offering greater precision and furthermore providing automatic control of the movements of the internal vibrator and the carrier.
• automatic control is achieved using a control unit which is arranged to displace the internal vibrator and its carrier in a predetermined displacement sequence.
• the control unit advantageously comprises a computer, and the carrier is in the form of a trolley which runs along a track arranged on a support member which, in turn, is connected to a casting mould for concrete.
• the invention also relates to a method for vibrating concrete in a casting mould using an internal vibrator, characterized in that the displacement sequence of the internal vibrator is automatically controlled by means of a control unit which operates means to displace the internal vibrator horizontally and vertically according to a predetermined pattern.
• Fig. 1 shows a schematic perspective view of an arrangement according to an embodiment of the invention connected to a casting mould
• Fig. 2 shows the arrangement and the casting mould of Fig. 1 in a partially sectioned side view.
• Fig. 1 The arrangement shown in Fig. 1 comprises an internal vibrator 1 which is attached to one end of a flexible tube 2 which houses cables for the supply of current to the internal vibrator.
• the other end of the tube 2 is connected to a device 3 for winding up and winding out the tube.
• the device 3 is symbolized by a circle and can, for example, be in the form of a motor- driven drum or similar.
• the wind-up device 3 is carried by a trolley 4 which, in turn, is supported by a frame 5.
• the frame is rigidly connected to a wall of a casting mould 6. At its upper region, the frame comprises a horizontal platform 7 to which the trolley 4 is attached and displaceable along an edge thereof.
• the attachment between the trolley 4 and the platform 7 can, for example, be in the form a guide groove 8 on the underside of the platform 7 and in which a shaped edge 9 of the trolley 4 runs.
• a similar guide groove or a rail 10 is attached to the frame 5 and a co-operating shaped edge of the trolley 4 runs therealong.
• the arrangement further includes drive means to displace the trolley along the edge of the platform, which means can be in the form of a toothed rack/gear-pinion mechanism or similar. So that personnel are able to walk along the platform 7, the tube 2 i ⁇ guided in a guide tube 11 which extends in an arch above the platform and terminates in a vertical section 12.
• the arrangement further includes a not- shown control unit to control the displacement of the trolley and the raising and lowering of the internal vibrator.
• the control unit is connected to a control panel 13 which is placed at an easily accessible location for an operator.
• a casting mould 6 for a wall element is schematically illustrated in which two casting layers Cl and C2 have been introduced.
• the arrows P1-P6 symbolize the various phases in a vibration cycle for the casting layer C2
• reference numerals 4 l r 4 2 and lj, 1 2 denotes two different positions of the trolley 4 and the internal vibrator 1 respectively.
• Reference numerals 101,, 102 2 denote the lowest positions of the internal vibrator 1 in two successive vibration cycles in the casting layer Cl.
• a vibration cycle for the casing layer C2 will now be described starting from the moment when the trolley 4 with the raised internal vibrator 1 reaches the position 4j.
• the first phase PI of a vibration cycle consists of lowering a switched-off internal vibrator through the air. During this phase the lowering speed is relatively high.
• a switched-on internal vibrator is lowered through the casting layer C2 with a speed of approximately 0.1 m/s until the upper end of the internal vibrator reaches the bottom of the casting layer C2.
• phase P3 vibration takes place with a stationary internal vibrator 1, for a time interval which is typically 5-15 seconds.
• the position of the internal vibrator 1, is chosen so that good shaking down of the casting layers Cl, C2 is achieved.
• the internal vibrator is slowly raised during phase P4 through the casting layer C2 with a speed of approximately 0.05 m/s until the vibrator has left the casting layer.
• the internal vibrator is raised in a switched-off condition through the air and thereafter the trolley 4 is moved, and therewith it the internal vibrator, during phase P6 from the position 4, to the position 4 2 .
• the vibration cycle is thereby terminated and a new vibration cycle begins.
• the distance L by which the trolley 4 is displaced is dependent on the effective radius of the internal vibrator (typically 40 cm) , the reinforcement density and the demands on non- porosity of the completed wall element. Normally, the distance L is between 0.3-0.5 m.
• the length of the wall element in the X-direction is often a multiple of 2.4 m, thereby implying that a plurality of vibration cycles must be effected in each casting layer.
• the height in the Z-direction is typically 2.5 m, which normally requires three casting layers.
• the width of the wall element is normally 16-18 cm, maximum 30 cm. With the widest walls, a double submersion of the internal vibrator is required.
• the connection between the guide tube 11 and the rest of the trolley 4 is advantageously flexible so that the vertical extension of the guide tube can be placed at any location across the width of the mould 6.
• the lifting movement of the internal vibrator can be terminated once it has exited the uppermost casting layer and the trolley 4 can thereafter immediately be displaced to the next position, provided that no obstructions to the horizontal movement of the internal vibrator are present in the casting mould.
• a vibration program to control the internal vibrator accordingly includes a great many parameters even for one wall element of the simple type shown in the drawings. With more complicated elements, such as wall elements with windows and/or door-openings and openings for pipes, the displacement sequence for the internal vibrator is made more complicated. It is therefore suitable that the control unit for controlling the internal vibrator includes a computer which is programmed to generate a displacement path for the internal vibrator dependent on inputted parameters, such as the concrete quality, the effective radius of the internal vibrator, the reinforcement density, the geometry of the casting mould, any obstructions to displacement, the depth of the casting layers, etc.
• the displacement path for the internal vibrator which is theoretically calculated by the computer is suitably tested in an empty casting mould in order to establish that the internal vibrator during actual casting will not contact the mould or any obstructions therein.
• the test is performed with a switched-off internal vibrator and with higher lowering and lifting speeds than with the casting.
• the internal vibrator is placed at a height above the already-vibrated casting layer which corresponds to the height of the subsequent casting layer in order to provide an indication as to when the pouring of the subsequent layer shall cease.
• the carrier trolley for the internal vibrator can have a different shape, for example it can be supported on the top surface of the casting mould and can run in tracks formed on the upper surfaces of the corresponding mould halves.
• the control unit control several trolleys provided with internal vibrators so as to accelerate the vibration of each casting layer.
• the arrangement according to the invention can also be adapted to casting of objects other than wall elements.

Landscapes

• Engineering & Computer Science (AREA)
• Mechanical Engineering (AREA)
• Architecture (AREA)
• Civil Engineering (AREA)
• Ceramic Engineering (AREA)
• Chemical & Material Sciences (AREA)
• Structural Engineering (AREA)
• Manufacturing & Machinery (AREA)
• On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
• Road Paving Machines (AREA)
• Sampling And Sample Adjustment (AREA)
• Mixers With Rotating Receptacles And Mixers With Vibration Mechanisms (AREA)
• Vibration Prevention Devices (AREA)

Priority Applications (3)

Applications Claiming Priority (2)

Publications (1)

Family

ID=20386610

Family Applications (1)

Country Status (8)

Cited By (10)

Families Citing this family (2)

Citations (3)

• 1992
  • 1992-06-25 SE SE9201965A patent/SE500828C2/sv unknown
• 1993
  • 1993-06-23 WO PCT/SE1993/000560 patent/WO1994000281A1/en not_active Ceased
  • 1993-06-23 JP JP6502264A patent/JPH07508231A/ja not_active Ceased
  • 1993-06-23 EP EP93915070A patent/EP0651691B1/de not_active Expired - Lifetime
  • 1993-06-23 DE DE69314036T patent/DE69314036T2/de not_active Expired - Fee Related
  • 1993-06-23 CA CA002138545A patent/CA2138545A1/en not_active Abandoned
  • 1993-06-23 DK DK93915070.2T patent/DK0651691T3/da active
  • 1993-06-23 AT AT93915070T patent/ATE158221T1/de not_active IP Right Cessation

Patent Citations (3)

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