US1920716A - Concrete and like block making - Google Patents

Concrete and like block making Download PDF

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US1920716A
US1920716A US1920716DA US1920716A US 1920716 A US1920716 A US 1920716A US 1920716D A US1920716D A US 1920716DA US 1920716 A US1920716 A US 1920716A
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concrete
bogie
frame
mould
wires
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    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B1/00Producing shaped prefabricated articles from the material
    • B28B1/08Producing shaped prefabricated articles from the material by vibrating or jolting
    • B28B1/084Producing shaped prefabricated articles from the material by vibrating or jolting the vibrating moulds or cores being moved horizontally for making strands of moulded articles
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10STECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10S264/00Plastic and nonmetallic article shaping or treating: processes
    • Y10S264/57Processes of forming layered products

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  • the chief feature of the present invention re- 7 3 sides in the fact that all the necessaryv operations proceed automaticallyand uninterruptedly during the forward travel of the bogie and for the entire length of the travel. These operations are: r l 1. The filling of the-concrete into the mould.
  • the apparatus comprises:-- r (a) The t'ravelling bogie or frame. (b) The mechanically driven tamping machine. (0) Two or more lines of forming beds arranged in parallel and of any desired length.
  • the reinforcement did not permit of simultaneous and mechanical.
  • the machine or bogie travelsback idle on its return traverse.
  • the operation is repeated either on the same or ona parallel. lineuntil the whole pile is formed.
  • the long plates formed in lines in this manner are divided after adequate setting or hardening of the concrete into the required lengths.
  • the separate layers or long plates are kept apart by an interposed layer of paper or the like.
  • the improved process is characterized primarily'by causing the core pieces which are carried by the bogie in its forward travel to move forwards relatively to the bogie, preferably with a jerking movement-and arranging a tamping 7 action'arid surface dressing and smoothing device to'operate in the rear of the shares which carry the said core pieces.
  • a further' characteristic consists in the drawing out of the reinforcement material for the next successive layer during the operative forward travel which lays the concrete or the like in the mould, after the said laying'operation the reinforcement being cut and'clamped iii the desired stretched positions in. the mould.
  • I r r The novel features of'the improved method of manufacturing concrete blocks'and the apparatus for carrying out that method will be two parallel form lines are shown. Inthese 3. Applying a smoothing layer and operation.
  • draWingsf- Figure 1 is a ,section transverse toythe lines of the forms. i I
  • Figure 2 is a longitudinal section showing the bogieor traversing frame which carries the hopper and tamping machine.
  • Figure 4 is a diagrammatic plan of "Figure 3.
  • 3 Figure 5 is adetail View showing the reinforce-
  • Figure 6 is an end viewin'elevation' of the clampsshown in Figure'5..
  • Figure 71 s a diagrammatic view showing the reinforcement stretching means for holding the 1 v to work alternatively on the uprights 45 in 3 3is'e'ffected by power in I
  • Figure 8 is an enlarged sectional elevation
  • Figure 9 is a sectional plan showing the stamping machine and core operating mechanism.
  • Figure 10 is an end elevation of the tamping machine and shows the form in section.
  • Figure 11 is a view similar tothe lower part of Figure 10 and shows a modified form in which the side plates of the form are moved with the core pieces; In this figure also the long plate is divided in two parts longitudinally.
  • the apparatus comprises the tamping machine proper q and a concrete hopper 2 rigidly connected therewith. These parts are mounted on a travelling frame or bogie 3 which is provided with forward and rearward travelling gear, the forward direction of travel being from left to right in Figure2'.
  • Suitable locking means maybe provided to arrest the transverse traversing frame 5 directly over one orv other ofthe form lines.
  • the transverse travel of the frame 5 is effectedby hand from a crank or. the like operable from, a platform 51).
  • the longitudinal travel of the main bogie or frame any well known manner.
  • a slide 8 is adjustablyfmounted on the outflow branch 7.
  • the concrete blocks are tamped by the stampring: feet'9 operated from an electric motor 10 through the gear indicated at 11.
  • Aig'uide plate 12 located in front of the outflowbranch'in the forward direction of travel of the bogie 3' is provided, for holding the reinforcement indicated as wires or rods 53 in the proper planes whilst the concrete is being filled in place.
  • the round or oval tubes 14, 15 are 10- tubes are supported on plough through the concrete.
  • These tubes are for cated beneath the level of the stamping heads '9 at about the mid-height of the block and these shares 21, 22 which the purpose of forming the cores or hollow spaces within the blocks.
  • the furrow made by the shares is thus tamped by the rear tamping head.
  • a container 1-6 for fine cement or grouting which is laid on the tamped surface of the block and spread and smoothed over by a smoother 1'7 '(see Fig.2) which is operated in any'well known manner to give a properlyflnished surface to the block.
  • the shares 21, 22 are fixed to frame 'bars 18, 19
  • one or more cutter'shares 28 may be fixed to the movable frames 18 19 for the purpose of separating the-plate longitudinally into any desired number of parallel lengths;
  • spools 33 are indcated as suitably; braked-to provide a certain amount of tension when the wire is drawn off.
  • the frame 32 is traversible in a direction at right angles to the line of forwardmovement of the bogie 3 and can thus be brought into operative: position. opposite either of the lines.
  • Thiscross bar 34 is connected 35 which passes over a roller 36 movable transversely and then over a guide roll 37 to a tension weight 38.
  • the roll 36 is movably mounted on a shaft 39 which may be adjusted to the desired height in side guides 40 depending upon the height of the,- layer at which the concrete is being laid.
  • the drawing and stretching of the reinforcement is effected as follows:
  • the reinforcing wires 53 are drawn off from the spools 33 by hand and laid around the guide rolls 41, then through the guide plates 42 ( Figure 5). Both the guide rolls 41 and the guide plate 42 are adjustable as to height. The ends of these wires are fixed to the frame 13 and when laying the first set of reinforcing wires the bogie 3 is travelled forwards without laying any concrete. The ends of the wires are then taken from the frame 13 and fixed to the cross bar 34.
  • tension weight- 38 is then brought into actionand the wires are thus stretched. It willbe understood that before fixing the wires to the-cross plate 12 (see Fig. 2) "andthe' guide-plate 42 (Fig. 5) as well as the roller 36 are brought to the level of the layer it is desired to form.
  • a number of girder bars 45 which are set in holes in the concrete bed and can be readily removed when desired.
  • the side boards 46 are laid against the girder bars 45 and the line of forming is ready to receive the concrete by a travel of the bogie in the direction from left to right in Figure 3.
  • the paper for the separating layer is unwound from a suitable roll at the end of the forming line and is simply drawn of! and out after being laid in place.
  • the stamping machine and the filling hopper 2 are set to the height for the next layer and the operation proceeds as described above.
  • the blocks are tamped over the previously formed layer which in the meantime has set or hardened sufficiently to withstand the action of the tamping feet without causing damage.
  • the forming line may be so designed that both the girder bars 45 and the side plates 46 are dispensed with.
  • the side boards are replaced by two side ploughs 47 which by a connecting member 48 are fixed to the frames 19. These plough pieces 47- thus share in the relative forward step movement of the tubes 14.
  • the separate lines of forming may be brought much closer, say to a distance apart of 5-10 cms. and a large number of parallel lines of forms may be arranged on a given fioor area.
  • the filling of the hopper 2 is effected by means of a traversing container 49 which carries the concrete from the mixing machine to the position in which the tamping machine is operating without stopping the forward travel of the stamp or bogie 3.
  • a top or upper frame 50 which receives a travelling crane 51 (Figs. 1 and 2).
  • the travel of the crane is effected by the chain and wheel 52 and the hoisting movement by motor. All the parts are attended to form the platform 5 b.
  • the containe 49 is raised from the ground, brought to the hopper and emptied.
  • the storage silos for the materials of which the concrete is made as well as the mixing machine may be mounted on the travelling bogie 3 and the prepared concrete then supplied direct from the mixer to the hopper 2. In this case the operations involved in filling the hopper are dispensed with.
  • An apparatus for making concrete and like building blocks, fioor plates and the like comprising in combination a movable main-frame adapted to travel along slowly and steadily.
  • bogie carried by the main-frame and adapted to move transversely towards the path of the main-frame, two mould-walls forming the mould and movably mounted at the lower end of the bogie, two groups of core-pieces movably carried by the bogie between the mould-walls, a movable mounting-frame (18) carrying the mould-walls and the one group of the core-pieces, a second movable mounting-frame for carrying the second group of core-pieces, a supporting frame fixed to the bogie and supporting the two movable mounting-frames, an eccentrical arrange ment, joining rods and driving levers, all mounted on the bogie to impart an alternate jerking motion to the two groups of core-pieces and the mould-walls, an auxiliary frame carried by ,the main-frame to move transversely towards the path of the main-frame, a tampingv machine with tampers carried by the bogie and means for driving the main-frame, the bogie, the tamping machine and the eccentrical arrangement.
  • At least one separatingblade fixed to the mounting-frame for the one group of core-pieces and carrying out a jerking motion together with the latter to separate the concrete block in its longitudinal direction.
  • An apparatus for making concrete and like move transversely towards the path of the maine frame, two mould-walls forming the mould and movably mounted at the lower end of the bogie,
  • joining rods and driving levers all mounted on the bogie to impart an alternate jerking motion to the two groups of core-pieces and the mould-walls, an auxiliary frame carried by the main-frame to move transversely towards the path of the main-frame, a, tamping machine with tampers carried by the'bogie and meansfor driving the main-frame, the bogie, the tamping machine and the eccentrical arrangement, wirespools arranged adjustably in a vertical direction at the one end of the path of the bogie and carrying wire material for reinforcing the concrete blocks to be made, rotatable tensioning ,yokes (31) adjustably mounted at both ends of the path of the bogie-path and showing openings for the passage of the reinforcing elements passed along in the mould over the whole path of the bogie in tensioned condition, means'for clamping the tensioned reinforcing elements at the one tensioning yoke, a connecting bar (34) arranged at the end of the path opposite to the wire-spools and

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  • 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)

Description

. 'Aug; l, 1933.
" W. SCHAFER CONCRETE AND LIKE BLOCK MAKING MACHINE Filed July 7, 1932 5 Sheets-Sheet 1 Ftg.1
Aug. 1, 1933. w. SCHAFER' I CONCRETE AND LIKE BLOCK MAKING MACHINE Filed July 7, 1952 '5 Sheets-Sheet 2 '3 nv'e filo r wilhelm Schifer m fiklorpe Aug. 1, 1933. w. SCHAFE'R 1,920,716
CONCRETE AND LIKE BLOCK MAKING MACHINE Filed July 7, 1932 5 Sheets-Sheet 3 Fig.5
3 1111911101 Wflhelm Sehc'ifer pltprneg Aug. 1, 1933. w. scHAFER 1,920,716
CONCRETE AND LIKE BLOCK MAKING MACHINE Filed July '7, 1932 5 Sheets-Sheet 4 "lhnuenlor v Wilhelm Senfer Aug. 1, 1933. w. scHAFER 1,920,716
CONCRETE AND LIKE BLOCK MAKING MACHINE Filed July '7, 1932 5 Sheets-Sheet 5 15 1 15 1a 15 an 15 '5 nv Qnto r Wilhelm Schfer flkkormi Patented Aug. 1, 1933 UNITED STATES PATENT OFFICE Application July 7, 1932, Serial No. 621,241. and in Germany March 28, 1931 4 Claims. (01. 215-411 This invention relates to improvements in the methods of and means for manufacturing concrete and like blocks, floor plates and the like either with or without reinforcing material, such 5 as wires. rods or expanded metal and with or without cores or hollow spaces therein. The invention is more particularly directed to improvementsin the known type of machine for the manufacture of such building blocks, in which the blocks are made in successive piles or layers;
usually with a layer of paper or the like separating the blocks of one layer from. those of the superposed layer. In such machines it is known to employ a travelling frame or bogie which supports the tamping mechanism and the filling hopper for the concrete or the like. It is also known to provide means for tensioning the reinforcing material, to employ traversing core pieces and to provide removable side plates for the mould into which the concrete is run.
It is characteristic of the known apparatus that all the operations are carried out successively at time intervals and do not automatically follow one another. The methods of operation adopted operation of all the steps at a single forward travhopper and'the tamping machine.
The chief feature of the present invention re- 7 3 sides in the fact that all the necessaryv operations proceed automaticallyand uninterruptedly during the forward travel of the bogie and for the entire length of the travel. These operations are: r l 1. The filling of the-concrete into the mould.
2. Tamping the concrete to consolidate it.
4. Guiding and supporting the reinforcement at the desired height or heights.
5. Forming the cores and withdrawing the side plates of the mould. r
6. Drawing out the reinforcement for the next layer of blocks or plates to be. formed. The apparatus comprises:-- r (a) The t'ravelling bogie or frame. (b) The mechanically driven tamping machine. (0) Two or more lines of forming beds arranged in parallel and of any desired length.
(d) A frame at the front end of the forming line for receiving the reinforcingmaterial.
tensioning the said material.
In operation, before laying the concreteon the first or bottom layer of blocks, the reinforcement did not permit of simultaneous and mechanical.
ment clampsin section (6) A device at the rear end for stretching 0r reinforcement till it is clamped and cut.
reinforcement in thedesired positions. The machine or bogie travelsback idle on its return traverse. On its second. forward travel, which is its operative vmovement, after the hopper has beenfilled, the first layer of plates or blocks is produced and at the same time the reinforcement for thenext following layer is drawn out. The operation is repeated either on the same or ona parallel. lineuntil the whole pile is formed.
The long plates formed in lines in this manner are divided after adequate setting or hardening of the concrete into the required lengths. The separate layers or long plates are kept apart by an interposed layer of paper or the like.
The improved process is characterized primarily'by causing the core pieces which are carried by the bogie in its forward travel to move forwards relatively to the bogie, preferably with a jerking movement-and arranging a tamping 7 action'arid surface dressing and smoothing device to'operate in the rear of the shares which carry the said core pieces. A further' characteristic consists in the drawing out of the reinforcement material for the next successive layer during the operative forward travel which lays the concrete or the like in the mould, after the said laying'operation the reinforcement being cut and'clamped iii the desired stretched positions in. the mould. I r r The novel features of'the improved method of manufacturing concrete blocks'and the apparatus for carrying out that method will be two parallel form lines are shown. Inthese 3. Applying a smoothing layer and operation.
draWingsf- Figure 1 is a ,section transverse toythe lines of the forms. i I
Figure 2 is a longitudinal section showing the bogieor traversing frame which carries the hopper and tamping machine.
bogie being omitted. i
I Figure 4 is a diagrammatic plan of "Figure 3. 3 Figure 5 is adetail View showing the reinforce- ,Figure 6 is an end viewin'elevation' of the clampsshown in Figure'5..
Figure 71s a diagrammatic view showing the reinforcement stretching means for holding the 1 v to work alternatively on the uprights 45 in 3 3is'e'ffected by power in I The laying and tamping of the blocks or plates Figure 8 is an enlarged sectional elevation and- Figure 9 is a sectional plan showing the stamping machine and core operating mechanism.
Figure 10 is an end elevation of the tamping machine and shows the form in section. Y
Figure 11 is a view similar tothe lower part of Figure 10 and shows a modified form in which the side plates of the form are moved with the core pieces; In this figure also the long plate is divided in two parts longitudinally.
The apparatus comprises the tamping machine proper q and a concrete hopper 2 rigidly connected therewith. These parts are mounted on a travelling frame or bogie 3 which is provided with forward and rearward travelling gear, the forward direction of travel being from left to right in Figure2'.
To en'able'the tamping machine and hopper one or other of the two parallel lines of forms; which are shown between Figure 1, these parts are trav-' ersible transversely on the bogie 3. Suitable locking means maybe provided to arrest the transverse traversing frame 5 directly over one orv other ofthe form lines. The transverse travel of the frame 5 is effectedby hand from a crank or. the like operable from, a platform 51). The longitudinal travel of the main bogie or frame any well known manner.
iscarrie'd out in layers superposed one on the other, for which purpose the tamping machine and hopper ered. Guide bars 4 fixed on the traversing frame are also adapted to be raised or low- 5 guide the .vertical movement of the frame which supports the tamping machine and hopper 2 whilstthe actual hoisting is effected by' the gear indicated at,6'(Figs. 1 and '2).
' For regulating' the outflowof concrete from the hopper 2 a slide 8 is adjustablyfmounted on the outflow branch 7.
The concrete blocks are tamped by the stampring: feet'9 operated from an electric motor 10 through the gear indicated at 11. Aig'uide plate 12 located in front of the outflowbranch'in the forward direction of travel of the bogie 3' is provided, for holding the reinforcement indicated as wires or rods 53 in the proper planes whilst the concrete is being filled in place. At the rear side of the bogie 3', there is a ing out the'wires'for the next following layer during the laying of the concrete on any-given layer. The round or oval tubes 14, 15 are 10- tubes are supported on plough through the concrete. These tubes are for cated beneath the level of the stamping heads '9 at about the mid-height of the block and these shares 21, 22 which the purpose of forming the cores or hollow spaces within the blocks. the concrete between the front and the rear stamping head 9. The furrow made by the shares is thus tamped by the rear tamping head. In the rear of the rearward stamping head 9, there is a container 1-6 for fine cement or grouting which is laid on the tamped surface of the block and spread and smoothed over by a smoother 1'7 '(see Fig.2) which is operated in any'well known manner to give a properlyflnished surface to the block.
The shares 21, 22 are fixed to frame 'bars 18, 19
which are guided in the runner girder 20-"the alternately. These levers 26 are connected by device 13 for drawletter .53 are led up to a wire or like rope The shares '21, 22 penetrate connecting rods 27 with the frames 18 and 19 so that the said frames are moved alternately and similarly the two tube groups, 14 and 15 are also alternatelymoved. This movement is relative to the forward travel of the bogie 3 and is preferably of a rapid or jerking nature. In this manner it is possible to form the cores or hollow spaces in the blocks, as it is found on trial that with a steady forward movement of the tubes in company with the bogie, the concrete passing from the hopper 2 is not allowed to settle on the bottom of the mould but is carried along with the tubes. It is also of advantage to arrange the tubes in groups, two or more, as this tends further to prevent defective settling of the concrete and ensures a good solid block being formed.
As mentioned above the furrow made by the shares 21 and 22in the upper part of the block is subsequently tamped out and smoothed over by the action of the rear tamping head 9 and the smoothing material from the container 16 together with the action of the smoothing piece 1'7.
If required one or more cutter'shares 28 may be fixed to the movable frames 18 19 for the purpose of separating the-plate longitudinally into any desired number of parallel lengths; The
previously stretched reinforcement is held and clamped.
In front of the commencement of the formin line, that is to the left of Figure 3, there is located a frame 32 which is shown as furnished with the number of spools of wire which it is desired to insert in the blocks to be formed. The
spools 33 are indcated as suitably; braked-to provide a certain amount of tension when the wire is drawn off. The frame 32 is traversible in a direction at right angles to the line of forwardmovement of the bogie 3 and can thus be brought into operative: position. opposite either of the lines. At the opposite end of the line of forms and attached either to the wall of the building or to a special frame 40 there is arranged the means used for stretching the reinforcement wires or the like.
The. reinforcing wires drawn forwards by the travelling bogie 3 and indicated by the reference to a small cross bar 34 and fastened thereto. Thiscross bar 34 is connected 35 which passes over a roller 36 movable transversely and then over a guide roll 37 to a tension weight 38. The roll 36 is movably mounted on a shaft 39 which may be adjusted to the desired height in side guides 40 depending upon the height of the,- layer at which the concrete is being laid. The drawing and stretching of the reinforcement is effected as follows:
The reinforcing wires 53 are drawn off from the spools 33 by hand and laid around the guide rolls 41, then through the guide plates 42 (Figure 5). Both the guide rolls 41 and the guide plate 42 are adjustable as to height. The ends of these wires are fixed to the frame 13 and when laying the first set of reinforcing wires the bogie 3 is travelled forwards without laying any concrete. The ends of the wires are then taken from the frame 13 and fixed to the cross bar 34. The
tension weight- 38 is then brought into actionand the wires are thus stretched. It willbe understood that before fixing the wires to the-cross plate 12 (see Fig. 2) "andthe' guide-plate 42 (Fig. 5) as well as the roller 36 are brought to the level of the layer it is desired to form.
After the wires have been tensioned in pairs, the clamp carrier pieces 31 hinged to the columns 30 are rotated about 90 degrees '50 that they come to'rest on the opposite column 30. Thereupon clamping bars or hoops 43 are passed over each of the wires of a pair and wedges 44 driven home between the wires, 53. The wires 53 are now cut off at both ends just outside of the wedges 44. The carrier bars 31 then take the tension of the wires and transmit this tension to the columns 30. In Figure 3 the state of the parts when the reinforcing means is all ready laid and stretched in place to receive the eight layer is shown.
On each of the lines of forms there are shown a number of girder bars 45 which are set in holes in the concrete bed and can be readily removed when desired. After the paper or like separating layer is laid on the bottom of the mould and the wires stretched as described, the side boards 46 are laid against the girder bars 45 and the line of forming is ready to receive the concrete by a travel of the bogie in the direction from left to right in Figure 3. The paper for the separating layer is unwound from a suitable roll at the end of the forming line and is simply drawn of! and out after being laid in place. The stamping machine and the filling hopper 2 are set to the height for the next layer and the operation proceeds as described above. The blocks are tamped over the previously formed layer which in the meantime has set or hardened sufficiently to withstand the action of the tamping feet without causing damage.
The forming line may be so designed that both the girder bars 45 and the side plates 46 are dispensed with. In this case the side boards are replaced by two side ploughs 47 which by a connecting member 48 are fixed to the frames 19. These plough pieces 47- thus share in the relative forward step movement of the tubes 14.
In this case the separate lines of forming may be brought much closer, say to a distance apart of 5-10 cms. and a large number of parallel lines of forms may be arranged on a given fioor area.
The filling of the hopper 2 is effected by means of a traversing container 49 which carries the concrete from the mixing machine to the position in which the tamping machine is operating without stopping the forward travel of the stamp or bogie 3.
Over the bogie structure there is a top or upper frame 50 which receives a travelling crane 51 (Figs. 1 and 2). The travel of the crane is effected by the chain and wheel 52 and the hoisting movement by motor. All the parts are attended to form the platform 5 b. I
By means of this hoisting device the containe 49 is raised from the ground, brought to the hopper and emptied. It will be understood that if desired the storage silos for the materials of which the concrete is made as well as the mixing machine may be mounted on the travelling bogie 3 and the prepared concrete then supplied direct from the mixer to the hopper 2. In this case the operations involved in filling the hopper are dispensed with.
By means of the method and apparatus herein described-it is. possible to manufacture by mass production methods concrete and like building H g I I bloc'ks inanyidesired length,width and thickness bar 34, thewires are threaded' through the guide and "provided .with' properly stretched reinforcement and through going cores whilstthe'quality ,"of'the.blocksistboth firm and-uniform.
What I claim is:
1. An apparatus for making concrete and like building blocks, fioor plates and the like, comprising in combination a movable main-frame adapted to travel along slowly and steadily. a
bogie carried by the main-frame and adapted to move transversely towards the path of the main-frame, two mould-walls forming the mould and movably mounted at the lower end of the bogie, two groups of core-pieces movably carried by the bogie between the mould-walls, a movable mounting-frame (18) carrying the mould-walls and the one group of the core-pieces, a second movable mounting-frame for carrying the second group of core-pieces, a supporting frame fixed to the bogie and supporting the two movable mounting-frames, an eccentrical arrange ment, joining rods and driving levers, all mounted on the bogie to impart an alternate jerking motion to the two groups of core-pieces and the mould-walls, an auxiliary frame carried by ,the main-frame to move transversely towards the path of the main-frame, a tampingv machine with tampers carried by the bogie and means for driving the main-frame, the bogie, the tamping machine and the eccentrical arrangement.
2. In the apparatus as claimed in claim l,
in connection with the mounting-frame and the 7 groups of core-pieces, at least one separatingblade fixed to the mounting-frame for the one group of core-pieces and carrying out a jerking motion together with the latter to separate the concrete block in its longitudinal direction.
3. An apparatus for making concrete and like move transversely towards the path of the maine frame, two mould-walls forming the mould and movably mounted at the lower end of the bogie,
two groups of core-pieces movably carried by the bogie between the mould-walls, a movable mounting-frame (18) carrying the mould-walls and the one group of the core-pieces, a second movable mounting-frame for carrying the second group of core-pieces, a supporting-frame fixed to the bogie and supporting the two movable mounting-frames, an eccentrical arrangement,
joining rods and driving levers, all mounted on the bogie to impart an alternate jerking motion to the two groups of core-pieces and the mould-walls, an auxiliary frame carried by the main-frame to move transversely towards the path of the main-frame, a, tamping machine with tampers carried by the'bogie and meansfor driving the main-frame, the bogie, the tamping machine and the eccentrical arrangement, wirespools arranged adjustably in a vertical direction at the one end of the path of the bogie and carrying wire material for reinforcing the concrete blocks to be made, rotatable tensioning ,yokes (31) adjustably mounted at both ends of the path of the bogie-path and showing openings for the passage of the reinforcing elements passed along in the mould over the whole path of the bogie in tensioned condition, means'for clamping the tensioned reinforcing elements at the one tensioning yoke, a connecting bar (34) arranged at the end of the path opposite to the wire-spools and serving for fixing the wiresto be stretched, a. guiding pulley (36) adjustably mounted in a vertical direction, drawing organs --ments respectively.
. andtensioning weights for putting under tension the connecting bar and the reinforcing ele- 4. In the apparatus claimed in claim 3, in
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Cited By (30)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2431720A (en) * 1943-10-23 1947-12-02 United States Gypsum Co Method of making pressed decorative lignocellulosic products
US2536377A (en) * 1944-12-07 1951-01-02 Lachaise Jean Celest Hippolyte Mold for the production of building members
US2607099A (en) * 1948-10-01 1952-08-19 Schroder Werner Method and apparatus for molding reinforced concrete elements
US2637895A (en) * 1942-03-21 1953-05-12 Emile Jules Lucien Blaton Method of tensioning and anchoring wire bundles for prestressed concrete structural elements
US2659123A (en) * 1949-11-16 1953-11-17 Skanska Cementgjuteriet Ab Apparatus for making concrete elements
US2705069A (en) * 1951-05-16 1955-03-29 Dan H Patten Article handling apparatus
US2854696A (en) * 1949-11-30 1958-10-07 Kreibaum Otto Method for the production of molded articles
US2863206A (en) * 1952-08-27 1958-12-09 Kirchner Ignatz Adolf Apparatus for prestressing reinforcing wires for reinforced concrete parts in mass production
US2938255A (en) * 1956-09-25 1960-05-31 Richard Lees Ltd Casting of reinforced concrete beams
US2948042A (en) * 1955-03-14 1960-08-09 Ben C Gerwick Inc Apparatus for making hollow reinforced concrete bodies
US2962785A (en) * 1955-08-18 1960-12-06 West Allis Concrete Products C Apparatus for manufacturing pretensioned, reinforced concrete sections
US3022713A (en) * 1954-11-26 1962-02-27 Bengt F Friberg Prestressed concrete structures
US3049787A (en) * 1959-04-06 1962-08-21 Jr Ralph Haunan Apparatus for extruding prestressed concrete products
US3049786A (en) * 1958-05-28 1962-08-21 Cordis W Jones Apparatus for making prestressed structural members
US3084910A (en) * 1960-04-29 1963-04-09 William D Allers Apparatus for forming prestressed concrete sheets
US3123872A (en) * 1964-03-10 Concrete forming machine
US3176371A (en) * 1962-02-26 1965-04-06 Lee H Patchen Concrete vibrator and former
US3177552A (en) * 1962-10-18 1965-04-13 Roth Concrete making machine
US3181222A (en) * 1962-09-27 1965-05-04 Percy W Palmer Machine for manufacture of prestressed concrete conduit
US3200177A (en) * 1963-04-04 1965-08-10 Clarence Riegel Method of forming concrete articles and slip forming machine therefor
US3224064A (en) * 1962-08-02 1965-12-21 Houdaille Industries Inc Apparatus for manufacturing pretensioned reinforced concrete slabs
US3382304A (en) * 1966-01-14 1968-05-07 Robert H. Nagy Art of manufacturing hollow core concrete planks
US3728064A (en) * 1971-01-20 1973-04-17 Grayron Ind Ltd Concrete plank production
US3868025A (en) * 1972-06-13 1975-02-25 Monier Concrete Ind Concrete mould positioner
US3892826A (en) * 1968-10-28 1975-07-01 Dues Joseph J Method for forming a cored concrete slab
JPS5844140A (en) * 1981-09-07 1983-03-15 株式会社竹中工務店 Joint method of hollow precast concrete panel
US5888043A (en) * 1997-02-05 1999-03-30 Jatcko; Joseph D. Device for lifting, moving, inverting and releasing heavy loads
US20050196484A1 (en) * 2003-01-21 2005-09-08 University Of Southern California Robotic systems for automated construction
US20070138678A1 (en) * 2005-10-26 2007-06-21 University Of Southern California Extruded Wall with Rib-Like Interior
US20090134539A1 (en) * 2007-11-27 2009-05-28 University Of Southern California Techniques for sensing material flow rate in automated extrusion

Cited By (43)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3123872A (en) * 1964-03-10 Concrete forming machine
US2637895A (en) * 1942-03-21 1953-05-12 Emile Jules Lucien Blaton Method of tensioning and anchoring wire bundles for prestressed concrete structural elements
US2431720A (en) * 1943-10-23 1947-12-02 United States Gypsum Co Method of making pressed decorative lignocellulosic products
US2536377A (en) * 1944-12-07 1951-01-02 Lachaise Jean Celest Hippolyte Mold for the production of building members
US2607099A (en) * 1948-10-01 1952-08-19 Schroder Werner Method and apparatus for molding reinforced concrete elements
US2659123A (en) * 1949-11-16 1953-11-17 Skanska Cementgjuteriet Ab Apparatus for making concrete elements
US2854696A (en) * 1949-11-30 1958-10-07 Kreibaum Otto Method for the production of molded articles
US2705069A (en) * 1951-05-16 1955-03-29 Dan H Patten Article handling apparatus
US2863206A (en) * 1952-08-27 1958-12-09 Kirchner Ignatz Adolf Apparatus for prestressing reinforcing wires for reinforced concrete parts in mass production
US3022713A (en) * 1954-11-26 1962-02-27 Bengt F Friberg Prestressed concrete structures
US2948042A (en) * 1955-03-14 1960-08-09 Ben C Gerwick Inc Apparatus for making hollow reinforced concrete bodies
US2962785A (en) * 1955-08-18 1960-12-06 West Allis Concrete Products C Apparatus for manufacturing pretensioned, reinforced concrete sections
US2938255A (en) * 1956-09-25 1960-05-31 Richard Lees Ltd Casting of reinforced concrete beams
US3049786A (en) * 1958-05-28 1962-08-21 Cordis W Jones Apparatus for making prestressed structural members
US3049787A (en) * 1959-04-06 1962-08-21 Jr Ralph Haunan Apparatus for extruding prestressed concrete products
US3084910A (en) * 1960-04-29 1963-04-09 William D Allers Apparatus for forming prestressed concrete sheets
US3176371A (en) * 1962-02-26 1965-04-06 Lee H Patchen Concrete vibrator and former
US3224064A (en) * 1962-08-02 1965-12-21 Houdaille Industries Inc Apparatus for manufacturing pretensioned reinforced concrete slabs
US3181222A (en) * 1962-09-27 1965-05-04 Percy W Palmer Machine for manufacture of prestressed concrete conduit
US3177552A (en) * 1962-10-18 1965-04-13 Roth Concrete making machine
US3200177A (en) * 1963-04-04 1965-08-10 Clarence Riegel Method of forming concrete articles and slip forming machine therefor
US3382304A (en) * 1966-01-14 1968-05-07 Robert H. Nagy Art of manufacturing hollow core concrete planks
US3892826A (en) * 1968-10-28 1975-07-01 Dues Joseph J Method for forming a cored concrete slab
US3728064A (en) * 1971-01-20 1973-04-17 Grayron Ind Ltd Concrete plank production
US3868025A (en) * 1972-06-13 1975-02-25 Monier Concrete Ind Concrete mould positioner
JPS5844140A (en) * 1981-09-07 1983-03-15 株式会社竹中工務店 Joint method of hollow precast concrete panel
JPS6145027B2 (en) * 1981-09-07 1986-10-06 Takenaka Komuten Co
US5888043A (en) * 1997-02-05 1999-03-30 Jatcko; Joseph D. Device for lifting, moving, inverting and releasing heavy loads
US20050196482A1 (en) * 2003-01-21 2005-09-08 University Of Southern California Mixer-extruder assembly
US7641461B2 (en) * 2003-01-21 2010-01-05 University Of Southern California Robotic systems for automated construction
US20050196484A1 (en) * 2003-01-21 2005-09-08 University Of Southern California Robotic systems for automated construction
US8518308B2 (en) 2003-01-21 2013-08-27 University Of Southern California Automated plumbing, wiring, and reinforcement
US7452196B2 (en) 2003-01-21 2008-11-18 University Of Southern California Automated plumbing, wiring, and reinforcement
US20090043424A1 (en) * 2003-01-21 2009-02-12 University Of Southern California Automated plumbing, wiring, and reinforcement
US8029258B2 (en) 2003-01-21 2011-10-04 University Of Southern California Automated plumbing, wiring, and reinforcement
US20050194401A1 (en) * 2003-01-21 2005-09-08 University Of Southern California Automated plumbing, wiring, and reinforcement
US7837378B2 (en) 2003-01-21 2010-11-23 University Of Southern California Mixer-extruder assembly
US20100318222A1 (en) * 2003-01-21 2010-12-16 University Of Southern California Automated plumbing, wiring, and reinforcement
US7874825B2 (en) 2005-10-26 2011-01-25 University Of Southern California Nozzle for forming an extruded wall with rib-like interior
US20070138678A1 (en) * 2005-10-26 2007-06-21 University Of Southern California Extruded Wall with Rib-Like Interior
US20090134539A1 (en) * 2007-11-27 2009-05-28 University Of Southern California Techniques for sensing material flow rate in automated extrusion
US8568121B2 (en) 2007-11-27 2013-10-29 University Of Southern California Techniques for sensing material flow rate in automated extrusion
US8944799B2 (en) 2007-11-27 2015-02-03 University Of Southern California Techniques for sensing material flow rate in automated extrusion

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