WO2000056998A1 - Screeding machine - Google Patents

Screeding machine Download PDF

Info

Publication number
WO2000056998A1
WO2000056998A1 PCT/EP2000/002752 EP0002752W WO0056998A1 WO 2000056998 A1 WO2000056998 A1 WO 2000056998A1 EP 0002752 W EP0002752 W EP 0002752W WO 0056998 A1 WO0056998 A1 WO 0056998A1
Authority
WO
WIPO (PCT)
Prior art keywords
screeding machine
cutter
machine
screeding
carriages
Prior art date
Application number
PCT/EP2000/002752
Other languages
English (en)
French (fr)
Inventor
Silvio Attilio Deda
Original Assignee
Lomar S.N.C. Di M. Lovecchio & C.
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 Lomar S.N.C. Di M. Lovecchio & C. filed Critical Lomar S.N.C. Di M. Lovecchio & C.
Priority to DE60002842T priority Critical patent/DE60002842T2/de
Priority to EP00922562A priority patent/EP1163408B1/en
Priority to AU42912/00A priority patent/AU4291200A/en
Priority to AT00922562T priority patent/ATE241068T1/de
Publication of WO2000056998A1 publication Critical patent/WO2000056998A1/en

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C19/00Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving
    • E01C19/22Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving for consolidating or finishing laid-down unset materials
    • E01C19/42Machines for imparting a smooth finish to freshly-laid paving courses other than by rolling, tamping or vibrating
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04FFINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F21/00Implements for finishing work on buildings
    • E04F21/20Implements for finishing work on buildings for laying flooring
    • E04F21/24Implements for finishing work on buildings for laying flooring of masses made in situ, e.g. smoothing tools
    • E04F21/241Elongated smoothing blades or plates, e.g. screed apparatus

Definitions

  • the present invention relates to a screeding machine.
  • Floors can basically be divided into clay or cement floor bases, floors on foundations and floors without foundations.
  • Clay floor bases are now made by beating and tamping a roughly 30 cm thick layer of preferably clayey soil energetically by hand, using blocks of wood with handles; the operation is performed on successive layers approx. 10 cm thick, and the soil is wet with aqueous binding solutions to increase the compactness of the floor.
  • Cement flooring is quite commonly employed when particular strength is required; it is consequently used for warehouses, industrial buildings, basements and the like, and can be laid on flat structures or directly on the soil of a basement, with the interposition of a crawl space consisting of loose stones or arches through which air can circulate freely.
  • a cement floor base consists of a layer of lean cement concrete beaten and levelled by hand, approx. 10 centimetres thick, finished with a trowel, and a top wearing layer consisting of sand and cement mortar approx. 1-2 centimetres thick.
  • a base course approx. 2-4 centimetres thick which is spread by hand on the structure to be floored and levelled well, usually with screeds; the base course is normally constituted by mortar made of sand (fairly thin and not exceeding 3 millimetres) and cement; sometimes lime mortar is used instead of cement mortar to achieve more effective binding to the floor foundation.
  • Floors on foundations are sub-divided into: (i) homogenous floors obtained by laying a layer of paste material on the foundation which produces a continuous, uniform surface subsequently divided into slabs and then smoothed; and (ii) sectional floors which only differ from the homogenous type in that they are sent to the site from factories which manufacture them in sections ready for laying; in the latter case, a thin layer of cement mortar is spread on the floor foundation and the elements constituting the flooring are laid on top of this layer, sometimes mixed with special adhesives, so as to produce various types of floor which differ in terms of the size of the elements or the materials used (natural or artificial stone, stoneware, wood or cork, linoleum, rubber, vinyl materials, non-woven or smooth-surfaced wall-to- wall carpeting, or elastomers) .
  • the preparatory floor base or floor foundation is levelled manually with spirit levels or screeds by one or more workers who must continually check its consistency and thickness, which must be as even as possible, largely on the basis of
  • the object of the present invention is therefore to eliminate the drawbacks of the prior art mentioned above, and in particular to indicate a screeding machine suitable for the construction of floor foundations which produces a smooth, suitably compressed, perfectly flat base layer simply, rapidly and automatically.
  • the machine in accordance with the invention is designed to level and flatten all materials used in the construction of floor foundations designed as wearing surfaces or for covering.
  • Another object of the present invention is to indicate a screeding machine suitable for the construction of floor foundations that produces good results with all types of material used as the base or foundation for floor laying.
  • An additional object of the invention is to provide an automatic screeding machine suitable for the construction of floor foundations.
  • a further object of the invention is to provide a screeding machine suitable for the construction of floor foundations which considerably reduces working time and the cost of installing a floor compared with known techniques .
  • the base mix on the structure to be floored and activate the machine, which can be adapted to the size of the room, in order to obtain a compact, perfectly levelled layer of material with the desired thickness, so that the flooring laid over it is flat and/or presents no interruptions or cracks between the various elements.
  • the material moved by the machine which gradually accumulates, can be eliminated during work or after a preset accumulation time, thanks to the fact that the machine can be fitted with a device designed to stop the working cycle automatically after a preset time .
  • FIG. 1 shows a perspective view of a first embodiment of a screeding machine suitable for the construction of floor foundations in accordance with this invention, during its operation;
  • FIG. 2 shows a front view of the screeding machine in accordance with this invention in the closed position
  • FIG. 3 shows a front view of the screeding machine in accordance with this invention in the open position
  • FIG. 4 is a cross-section along line IV-IV in figure 3;
  • FIG. 5 is an exploded view of the components of the screeding machine in accordance with this invention.
  • FIG. 6A-6H illustrate a set of preferred forms of embodiment of the geometry of cutters used in a screeding machine suitable for the construction of floor foundations in accordance with the present invention
  • - figure 7 shows a perspective view of a second embodiment of a screeding machine, in particular for the construction of floor foundations, according to the present invention
  • - figure 7A is a perspective view of a portion of the screeding machine of figure 7;
  • figure 7B is a schematic view of the kinematism of the screeding machine of figure 7;
  • figure 7C is a sectional view along the line VII- VII of figure 7;
  • FIG. 8 is a side view of a first embodiment of one of the components of the screeding machine of figure 7;
  • FIG. 9 is a side view of a second embodiment of one of the components of the screeding machine of figure 7.
  • the screeding machine suitable for the construction of floor foundations 100 comprises a frame constituted by two parallel guides 10, 11 which rest on prefixed references, the said guides being installed at a certain distance apart; each carriage 12, 13 runs on each of the said guides and it is fitted with wheels, respectively 18, 19 and 191.
  • the two guides 10, 11 constitute the tracks along which the machine moves under operating conditions and have the same thickness, which is uniform along their whole length.
  • Carriage 13 is associated with a body or beam 15, made of extruded aluminium structural sections; the said beam 15 contains two linear guides 24, 25 with two sliding carriages 26, 27.
  • a further beam 14 can slide along structural section 15, guided by the guides, and can be locked onto the said body 15 by a clamp 20 in a closed position of the machine, shown in figure 2, or an open position, shown in figure 3, or in any other intermediate position required between the said extreme positions, depending on the size of the area to be floored; machines can in any event be made with various widths, in terms of the length of axis X which passes along the centre distance of wheels 18, 19 and runs between guides 10, 11 in the various machine open or closed positions .
  • Extruded aluminium structural section which constitutes the beam 15, houses linear guides 24, 25 with their respective sliding carriages 26, 27 which are connected to one other via shaped supporting structure 17.
  • a pin 28 is fitted to shaped structure 17, and a mandrel 29, integral with friction gear 30, rotates around the said pin by means of a set of bearings 32; the said friction gear is counteracted by wall 31.
  • friction gear 30 causes cutter 16 to rotate in a direction which depends on the direction of traverse of carriages 26, 27.
  • reference 33 indicates the cap of cutter 16 made of press-mounted hardened metal
  • reference 34 indicates the fixing screw of cutter 16 which allows the height of cutter 16 to be adjusted in order to compensate for wear caused by the work performed.
  • the operation of the screeding machine suitable for the construction of floor foundations 100 is basically as follows.
  • Electric motor 22 transmits motion to toothed pulley 50, which rotates around axis Y and is connected to structure 17 via cog belt 35 so as to make carriages 26, 27 traverse; reduction gear 23, whose axis Z coincides with the axis of a sensor device 36 connected to an actuator or "micro" 37, is fitted perpendicular to axis Y.
  • Sensor 36 is timed to control micro 37 when carriage 26, 27 is at the limit of its travel (positions A and B in figure 5), while micro 37 is designed to reverse the direction of rotation of motor 22 in order to produce a to-and-fro motion of carriage 26, 27.
  • An electronic inverter not illustrated in the figure is also installed to make the motion of carriage 26, 27 as uniform as possible, control reversals of movement, and drive decelerations, stoppages and accelerations, which take place, under applied torque control, in the proximity of magnetic sensors of a limit switch.
  • Axis Z is integral with the axis of rotation of pulley 38, which, via double-toothed belt 39, transmits motion to toothed pulley 40, which moves in the same direction of rotation as pulley 38; pulley 38 transmits motion to pulley 42 which moves in the opposite direction of rotation to pulleys 38, 40 and 41.
  • the outer part of free wheels 43, 44 is integral with pulleys 40, 42, and the inner part with shafts 45, 46.
  • free wheels 43, 44 As the characteristic of free wheels 43, 44 is to transmit motion to the inner part in only one direction of rotation and remain idle in the opposite direction of rotation, and as the two free wheels 43, 44 are simultaneously engaged but with opposite directions of rotation, in the linkage illustrated in detail in figure 5 when wheel 43 transmits motion to shaft 45, wheel 44 makes shaft 46 idle.
  • pulleys 47, 48 are integral with shafts 45, 46 respectively and are both able to turn cog belt 49 which, in turn, transmits rotatory movement to pulley 51, which is integral with wheel 19 of carriage 13, via shaft 52.
  • Shaft 45 is integral with telescopic joint 21, which transmits motion to pulley 53 via shaft 54, to pulley 55 via cog belt 56, and consequently to wheel 18 of carriage 12 via shaft 57.
  • support structure 17, connected to guides 24, 25 of carriages 26, 27, allows forward and backward traverse along the beam 15 between points A and B of cutter 16 on belt 35, which is constrained to cutter 16 by support structure 17 and moved along axis Y by pulley 50, which said pulley is connected to motor 22 via belt 60; the linkage used also produces the effect that when motor 22 and reduction gear 23, controlled by sensor 36 and micro 37, reverse their direction of rotation in proximity to each end point A, B of beam 15, wheels 18, 19 of carriages 12, 13 which advance beam 15 are always able to rotate in the same direction.
  • the screeding machine in particular for the construction of floor foundations according to the invention, works in the following way. Initially, carriages 12, 13 are positioned in correspondence with each end of guides 10, 11 (positions C, D in figure 1) previously levelled to obtain the desired surface; after body 14 has been adjusted on structural section 15 with locking clamp 20, the material to be levelled is placed inside the frame located between guides 10, 11 in the area to be levelled and smoothed. When the machine is switched on, carriages 12, 13 advance on guides 10, 11 in the direction shown by arrows F in figure 1, simultaneously with a traverse of cutter 16 on body 15 from point A to point B in the direction determined by arrow G in figure 1, and cutter 16 rotates in the direction shown by arrow H in figure 1.
  • cutter 16 moves to and fro along the route from A to B on body 15 so that a traverse in the direction shown by arrow G corresponds to a rotation around its own axis in the direction shown by arrow H, while a traverse in the direction shown by arrow L corresponds to a rotation around its own axis in the direction shown by arrow M.
  • the cylindrical shape of cutter 16 is shown by way of example of a preferred embodiment but not of limitation. Other examples of geometrical shapes usable for particular types of mix to be levelled and certain degrees of desired compression are shown in figures 6A-6H; however, any polyhedral shape able to give excellent results in terms of movement and compression of the material and smoothing of the surface could be used.
  • the special geometry of the side surface of cutter 16 is responsible for the movement of the material, while any chamfer thereof, with an acute or rounded angle, usually in correspondence with the lower zone 33 and indicated as PI in figures 6A, 6C, 6E and 6G and P in figures 6B, 6D and 6F, compresses the material to a greater or lesser extent .
  • Lower surface T smooths the upper surface of the material to be levelled.
  • Angles ⁇ and ⁇ which vary between -90 and +90 sexagesimal degrees on the basis of the degree of compression and the type of material or mix to be levelled, are shown in figures 6A-6H, relating to non-cylindrical cutters 16.
  • cutter 16 could consist of at least one arm 61 which rotates around axis K (corresponding to the axis of rotation of cylindrical cutter 16) to describe a circumference of diameter DM, and is fitted at one of its ends 63 with one or more cylindrical or polyhedral bodies 62 which rotates around its own axis J.
  • a preferred embodiment of the screeding machine is shown in figures 7,7A,7B,7C, wherein the structures which are identical to those of figures 1-5 are indicated with the same reference numerals.
  • the two beams 14,15 contain the linear guides 241, 251 along which the carriages 261, 271 are moved, said carriages being associated with two shaped structures 171.
  • the beams 14,15 are integral with two clamps 201 which allow the beams to be translated, locked and remain parallel; this is possible in all the open conditions of the machine in order to operate in all the width included between the guides 10,11.
  • the carriages 261, 271 house a pin 281 on which a mandrel 293 is made to rotate; the rotation of the mandrel 293 is guaranteed by the transmission belt 290, which is operated by the pulley 291, said pulley being integral with the shaft 292 on which two friction gears 301 are mounted.
  • the gears 301 generate a rotational movement of the shaft 292 and of the mandrel 293 by means of a friction with the walls of the beams 14,15 in proximity of the reference numerals 293, 294.
  • Said friction is a consequence of the translation of the carriages 261,271 and of the shaped structure 171.
  • the electrical motor 221 moves the toothed belt 351 which, in association with the slidable carriages 261,271, make said carriages to translate until two limit switch magnetic sensors P,Q are engaged. Said sensors render the movement of the motor 221 opposite, thus generating an alternate movement of the group of carriages 261,271 with a consequent rotation of the cutter 16.
  • a reduction gear 231 makes the shaft Bl to rotate, said shaft, in association with two chains C1,D1, causing a simultaneous rotational movement of the two wheels 18,19 and the machine to advance on the guides 10,11 along the directions of the arrows F.
  • the screeding machine will move in the opposite direction.
  • the distance covered by the screeding machine on the guides 10,11 is due to an electronic inverter which is capable of selecting and maintaining a desired number of cycles of the reduction gear 231 under the condition of torque and acceleration control .
  • the translation kinematism of the group of carriages 261,271 and of the shaped structures 171 is shown in particular in figures 7A-7B, from which it is apparent that the electrical motor 221 make the toothed belt 351 move.
  • a toothed pulley Kl is mounted on the shaft of the electrical motor 221 .
  • the toothed belt 351 has a tortuous path which is caused by the position of the pulleys Kl,K2,K5,K4 and K3; in particular, the pulleys Kl and K3 are integral with the beam 15, whereas the pulleys K2, K5 and K4 are integral with the beam 1 .
  • the diameters of the pulleys K1-K5 and their positions meet the geometrical conditions of parallelism among the segments A2-B2, D2-C2, E2-F2, G2-H2 and the axis X2 and Z2, wherein A2,B2,C2,D2,E2,F2,G2,H2 show the tangential points of the pulleys K1-K5 with the corresponding path segments of the belt 351.
  • segment A2-B2 must include the point Y2 which is placed on the axis N2 of the cutter 16 and of the carriage 271 and passing through the path A2-B2 of the belt 351.
  • the segment L2 i.e. the distance between the centre of the pulleys K3 and K4, must be higher than or equal to the maximum translating distance of the beam 14 with respect to the beam 15.
  • the rotating cutter 16 is associated with a rotating trowel N, which can also be regulated with respect to its distance from the foundation 100 of the floor; said regulation can be independent with respect to the adjustment of the cutter 16. Furthermore, the rotating trowel N is placed parallel to and behind the cutter 16, with respect to the frontal view of the machine.
  • trowel N which can be used either alone or in combination with the cutter 16, allows to get a further final action on the floor foundation 100. For instance, if the trowel N is positioned at the same height of the cutter 16, as shown in figure 8, it allows to collect any residues of material which can erroneously fall beyond the middle part of the cutter 16; alternatively, if the trowel N is positioned below the cutter 16, as shown in figure 9, it allows to get a further compression of the material of the floor foundation 100. Said compression of material turns out to be equal to the distance C3 of figure 9.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Road Paving Machines (AREA)
  • Floor Finish (AREA)
  • Soil Working Implements (AREA)
  • Led Devices (AREA)
PCT/EP2000/002752 1999-03-23 2000-03-22 Screeding machine WO2000056998A1 (en)

Priority Applications (4)

Application Number Priority Date Filing Date Title
DE60002842T DE60002842T2 (de) 1999-03-23 2000-03-22 Planiergerät
EP00922562A EP1163408B1 (en) 1999-03-23 2000-03-22 Screeding machine
AU42912/00A AU4291200A (en) 1999-03-23 2000-03-22 Screeding machine
AT00922562T ATE241068T1 (de) 1999-03-23 2000-03-22 Planiergerät

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
IT1999MI000595A IT1311764B1 (it) 1999-03-23 1999-03-23 Macchina spianatrice per la realizzazione di sottofondi di pavimenti
ITMI99A000595 1999-03-23

Publications (1)

Publication Number Publication Date
WO2000056998A1 true WO2000056998A1 (en) 2000-09-28

Family

ID=11382410

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/EP2000/002752 WO2000056998A1 (en) 1999-03-23 2000-03-22 Screeding machine

Country Status (7)

Country Link
EP (1) EP1163408B1 (es)
AT (1) ATE241068T1 (es)
AU (1) AU4291200A (es)
DE (1) DE60002842T2 (es)
ES (1) ES2199820T3 (es)
IT (1) IT1311764B1 (es)
WO (1) WO2000056998A1 (es)

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE10153075C1 (de) * 2001-10-30 2003-02-06 Dirk Domning Vorrichtung zum Bearbeiten einer Fläche aus Beton, Estrich oder dergleichen
GB2424028A (en) * 2005-03-07 2006-09-13 William Ferguson A tool for the levelling of plaster or concrete
FR2909400A1 (fr) * 2006-12-01 2008-06-06 Drapeau Sarl Ets Dispositif pour araser une surface de beton apres la coulee
CN102465604A (zh) * 2010-11-12 2012-05-23 李铭宝 一种自动地平机及利用该装置的找平方法
ITVA20120037A1 (it) * 2012-10-09 2013-01-08 Pietro Guarneri Spianatrice di massetti e sottofondi di inerti e conglomerato di cemento
CN108118593A (zh) * 2018-01-31 2018-06-05 招商局重庆交通科研设计院有限公司 一种道路磨平施工装置
CN109778642A (zh) * 2019-02-28 2019-05-21 湖北华赢路桥工程有限公司 一种轨道式路桥工程建设施工抹平装置
CN110978295A (zh) * 2019-12-31 2020-04-10 三一汽车制造有限公司 铣刨装置和湿喷机
CN113882678A (zh) * 2021-10-09 2022-01-04 杨兴松 一种混凝土浇筑抹平用平板振动器

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ITVI20110084A1 (it) 2011-04-05 2012-10-06 Lomar S R L Macchina e metodo per la realizzazione di sottofondi per pavimenti
ITVI20110083A1 (it) 2011-04-05 2012-10-06 Lomar S R L Macchina spianatrice per la realizzazione di sottofondi per pavimenti
CN110344571B (zh) * 2019-07-26 2021-01-15 马鞍山市诸子百家机械设备科技有限公司 一种大型水泥砂浆找平机器人

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1828576A (en) * 1929-05-20 1931-10-20 Palatini Thomas Troweling machine
FR718923A (fr) * 1931-06-20 1932-01-30 Appareil pour le finissage des surfaces en béton
DE2212625A1 (de) * 1972-03-16 1973-09-20 Max Pietsch Fa Estrich-verlegemaschine
DE2733419A1 (de) * 1977-07-23 1979-02-01 Erich Hofmann Vorrichtung zum verdichten und/oder glaetten von frischem beton o.dgl.
FR2571650A1 (fr) * 1984-10-16 1986-04-18 Simo Dispositif pour le lissage d'elements en beton moules
EP0502230A1 (de) * 1991-03-07 1992-09-09 Erich Geng Planier- und Verdichtungsgerät
WO1995028525A1 (en) * 1994-04-19 1995-10-26 Casters Francois Machine for levelling concrete

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1828576A (en) * 1929-05-20 1931-10-20 Palatini Thomas Troweling machine
FR718923A (fr) * 1931-06-20 1932-01-30 Appareil pour le finissage des surfaces en béton
DE2212625A1 (de) * 1972-03-16 1973-09-20 Max Pietsch Fa Estrich-verlegemaschine
DE2733419A1 (de) * 1977-07-23 1979-02-01 Erich Hofmann Vorrichtung zum verdichten und/oder glaetten von frischem beton o.dgl.
FR2571650A1 (fr) * 1984-10-16 1986-04-18 Simo Dispositif pour le lissage d'elements en beton moules
EP0502230A1 (de) * 1991-03-07 1992-09-09 Erich Geng Planier- und Verdichtungsgerät
WO1995028525A1 (en) * 1994-04-19 1995-10-26 Casters Francois Machine for levelling concrete

Cited By (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE10153075C1 (de) * 2001-10-30 2003-02-06 Dirk Domning Vorrichtung zum Bearbeiten einer Fläche aus Beton, Estrich oder dergleichen
EP1308580A2 (de) 2001-10-30 2003-05-07 Dirk Domning Vorrichtung und Verfahren zum Bearbeiten einer Fläche aus Beton, Estrich oder dergleichen
EP1308580A3 (de) * 2001-10-30 2003-11-19 Dirk Domning Vorrichtung und Verfahren zum Bearbeiten einer Fläche aus Beton, Estrich oder dergleichen
GB2424028A (en) * 2005-03-07 2006-09-13 William Ferguson A tool for the levelling of plaster or concrete
GB2424028B (en) * 2005-03-07 2008-06-25 William Ferguson A tool for the levelling of plaster or concrete
FR2909400A1 (fr) * 2006-12-01 2008-06-06 Drapeau Sarl Ets Dispositif pour araser une surface de beton apres la coulee
CN102465604A (zh) * 2010-11-12 2012-05-23 李铭宝 一种自动地平机及利用该装置的找平方法
ITVA20120037A1 (it) * 2012-10-09 2013-01-08 Pietro Guarneri Spianatrice di massetti e sottofondi di inerti e conglomerato di cemento
CN108118593A (zh) * 2018-01-31 2018-06-05 招商局重庆交通科研设计院有限公司 一种道路磨平施工装置
CN108118593B (zh) * 2018-01-31 2023-05-09 招商局重庆交通科研设计院有限公司 一种道路磨平施工装置
CN109778642A (zh) * 2019-02-28 2019-05-21 湖北华赢路桥工程有限公司 一种轨道式路桥工程建设施工抹平装置
CN110978295A (zh) * 2019-12-31 2020-04-10 三一汽车制造有限公司 铣刨装置和湿喷机
CN113882678A (zh) * 2021-10-09 2022-01-04 杨兴松 一种混凝土浇筑抹平用平板振动器

Also Published As

Publication number Publication date
ITMI990595A1 (it) 2000-09-23
IT1311764B1 (it) 2002-03-19
ES2199820T3 (es) 2004-03-01
DE60002842T2 (de) 2004-05-06
EP1163408B1 (en) 2003-05-21
ATE241068T1 (de) 2003-06-15
DE60002842D1 (en) 2003-06-26
EP1163408A1 (en) 2001-12-19
AU4291200A (en) 2000-10-09

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