Brief Description of the Drawings
FIG. 1 illustrates a longitudinal side view of the apparatus;
FIG. 2 illustrates a top view of FIG. 1;
FIG. 3 diagrammatically illustrates the section shown taken along lines 3--3 in FIG. 1;
FIG. 4 shows an example of the vertical joint in which serrated edges are employed on the blocks;
FIG. 5 illustrates the tilting device used for rotation of rectangular shaped bricks; and
FIG. 6 shows a section taken along lines 6--6 of FIG. 1;
FIG. 7 is a top view of the apparatus of another embodiment of the present invention;
FIG. 8 is a side view of the transfer grab illustrating the construction of a wall panel having openings for doors and windows; and
FIG. 9 is a view taken along lines 9--9 of FIG. 8.
Detailed Description of the Invention
The exemplary embodiment of the present invention comprises a transport system with several conveyor systems. The conveyor systems are shown in the exemplary embodiment as conveyor belts 1, 2, 6 and 9, and these belts are driven in a known conventional manner as by a motor and pulley as indicated at 15.
The process contemplates placing the blocks on conveyor system 1 so that the intended vertical faces of the blocks point vertically upwards initially. In this position, the blocks are closed up into rows by an automatic control. Such an automatic control may be by any conventional well known method. Over conveyor system 2, a mortar applying device 3 is positioned to feed mortar onto the intended vertical face of each block. Following this step, each block with a mortar layer on its vertical face is tilted by means of a tilting device 4 by 90.degree. and is then closed up with the preceding block. The blocks are aligned by means of ledges 5.
The blocks are then transferred to conveyor system 6 which is driven at a slower speed than conveyor system 2 so that the blocks are closed up to a desired vertical joint thickness by compressing the vertical joint mortar. To effectuate this compression and to keep the blocks from slipping on conveying systems 2 and 6, the blocks are pressed down from the top by means of conveyor systems 7.
Following this step, the horizontal face is applied with mortar by means of a second applying device 8 and each block is then transferred onto conveyor system 9. Conveyor system 9 transports a predetermined number of blocks up against a stop 10 whereupon a gripping means such as a gripping crane 11, picks up the predetermined row of blocks in a known way and places them onto the descending support 12. The descending support 12 as can be readily seen from viewing FIG. 2, is the preceding row of blocks having mortar applied to the horizontal faces.
By viewing FIG. 5, it can be seen that the tilting device 13 is utilized for vertical joint formation of rectangular block types. To apply mortar to shapes with rectangular form, a tilting device is used which grips the blocks on their side faces with rotating gripping brackets or jaws 14, and transfers the blocks onto an elevated conveyor system 6a while rotating the blocks 90.degree.. Such a method has a relatively high speed production capacity to provide for a continuous stream of blocks.
In FIG. 4, the vertical face of the blocks is shown with a serrated shaped face. Such a serrated shaped face would increase strength of the vertical joints by increasing the frictional resistance between the vertical joints.
Now, the operation and advantages of the embodiment of the present invention as illustrated in FIGS. 7-9 will be described. In FIG. 7 there is shown a conveying system utilizing a plurality of conveyors for transporting the blocks to a final conveyor or place in readiness path 16. Blocks of a first size 18 may be fed from a source onto a first conveyor 20 for transport to mortar applying devices. Also, blocks 22 sized differently from blocks 18 may be fed onto conveyor 24 to provide for a wall panel having different sized blocks. A mortar applying device 26 similar to mortar applying device 3 as hereinabove described, applies mortar to the intended vertical faces of blocks 18 or a combination of blocks 18 and 22.
A tilting device 28 then tilts the blocks in the same manner as did tilting device 4. The blocks are then transferred to conveyor 30 which preferably is run at a speed lower than the previous conveyor so that the blocks transported thereupon will be pressed tightly together to aid in the setting of the mortar. Arranged adjacent to conveyor 30 are lintels 32 and blocks of a third size 34. The lintels are used as crosspieces over doors and windows in a wall panel. The special blocks 34 may be coated with mortar on a vertical face by mortar applying device 36 before being placed on conveyor 30. Another mortar applying device 38 is utilized for application of mortar to the horizontal faces of blocks passing thereunder and also for application of mortar to a top surface of the lintels.
The construction of a typical wall panel having openings for doors and windows will now be described. Blocks 18 and 22 will be transported to the final conveyor 16 being covered with mortar and pressed together in the manner as previously set forth. A gripping means, commonly referred to as a grabbing crane 40 grabs a predetermined number of blocks 18 and 22 from conveyor 16 and transports them onto a floor surface or the like. The process is repeated until a solid wall of a certain predetermined height has been constructed. As may be seen from a consideration of FIGS. 8 and 9, grabbing crane 40 has wheels 42 which enable crane 40 to travel horizontally along horizontal guides or rails 44. Vertical guides or posts 46 are slidably engaged with rails 44 so that crane 40 may be displaced upwardly as shown in FIG. 9. A frame 48 is movable along a floor surface by virtue of wheel means 50 secured to frame 48 in a known manner.
After a predetermined number of rows of blocks 18 and 22 have been stacked one on top of another, openings for windows or the like may then be constructed. Blocks 18 and 22 are grouped along the conveyors preceding conveyor 16 in numbers corresponding to the width of desired piers. As shown in FIG. 8, piers of three, two and three are arranged on conveyor 16. Aligning means or stops 52 are rotatably secured to pivot arm 54 and serve as a stopping point for blocks in a particular pier. Planes of sighting 53 are used as a final alignment means and are also rotatably secured to pivot shaft 54. When blocks corresponding to a certain number of piers are transported to conveyor 16 the sighting levels 53 and the stops 52 are rotated out of the way as shown in FIG. 9. After the blocks corresponding to the piers are in their positions generally on conveyor 16, stops 52 and planes of sighting 53 are then pivoted downwardly in the direction of arrow A so that the planes of sighting 53 may be displaced along pivot shaft 54 to line up the blocks against stops 52. Pivotal movement of stops 52 and planes of sighting 53 may be realized by conventional hydraulic actuators 56 or other similar means. The movement of planes of sighting 53 to push the blocks against stops 52 may also be remotely controlled.
After the blocks have been properly aligned, pivot shaft 54 is actuated to move planes of sighting 53 and stops 52 in the direction of arrow B so that crane 40 may be operated to grip onto the blocks with arms 41 to lift them onto the previous row. The process is repeated until piers of a desired height are constructed. The placing of lintels 32, which serve as crosspieces, is carried out in a manner similar to that described for the transport in placing of blocks. As blocks 18 and 22 are covered with mortar from application device 26 and are then subsequently tilted by device 28, lintels 32 are placed onto conveyor 30 adjacent to special blocks 34 (which are coated with mortar from application device 36). It should be noted that special blocks 34 may not be required, but are illustrated to adequately disclose the flexibility of the present system. After blocks and lintels are joined together in a continuous row on path 16, crane 40 then lifts the row into its proper position as shown in FIG. 8. Thereafter, subsequent rows of any desired number of blocks may be placed thereupon in order to complete a desired wall panel.
From a consideration of FIG. 9, it can be seen that several different wall panels may be constructed along a line, one behind the other, without first removing one of the wall panels. Such a construction of a plurality of wall panels is made possible by the fact that frame 48 is movable. In previous production devices, a constructed wall panel would have to be first moved before the grabbing crane could begin stacking a new wall panel. Such a feature was relatively inefficient in that a previously constructed wall panel had to remain at rest at least long enough for the mortar to set. With the present invention, it may be readily appreciated that the flexibility of a movable crane 40 provides for construction of wall panels wherein the previous wall panels do not have to be moved.
A further process includes the insertion of insulating material between blocks while the blocks are being conveyed. This would require that blocks be separated a certain distance apart and the insulating material being added or filled in between the blocks. Insulating material could be placed in the space adjacent blocks as shown in FIG. 4, or could be placed in the openings already present in many building construction blocks.
Because frame 48 enables grabbing crane 40 to move in a plurality of positions, it may also be seen that two wall panels could be placed directly together in order to form a thicker wall, or could be separated if so desired.
The above-described device could, of course, be constructed using different numbers of conveying systems, etc. It must be remembered that the foregoing specific embodiment has been described for the purpose of illustrating the principles of the present invention and the same is subject to modification as will be apparent. Therefore, the invention includes all modifications within the spirit and scope of the appended claims.