Masonry Magazine June 1977 Page. 18

Masonry Magazine June 1977 Page. 18

Masonry Magazine June 1977 Page. 18
MONEY-SAVING IDEAS

crete with Morgen's "stiff arms" and either Red Head anchors in the concrete or threaded eye bolts in the steel. Then the spreader bar was removed and the scaffolding was ready for stocking. All in 2-½ hours!

By removing the top section first with the carriages, time was saved by not having to crank down the carriages and not having to remove and replace braces as the carriages came down.

Assistant superintendent Pat Patterson said he alternated cable-jumping by installing half of the cable at nine-foot intervals and the other half at 18-foot intervals. This saved time by avoiding jumping the whole system at once.

Patterson added the time saved by the crane-moving system was enough to pay for the scaffolding. In addition. the scaffolding helped speed masons' production. Seven masons using three laborers laid a floor per day per panel. The job required 425,000 brick.

The nine-foot inserts and carriages after they have been lowered into bases. Bases were placed at 7% foot intervals along the new wall before receiving the inserts and carriages.

The crane easily moves the six 72-foot tower sections to their new position.

towers. Then the bolts that secured the top nine-ft. inserts to the rest of the towers were removed.

The crane moved the six topmost inserts, along with the movable carriages and scaffolding planks, to a new wall and lowered them to fit into six bases that had already been set in position along the wall. The inserts were secured and the spreader bar released.

Then the crane swung the H-beam back to the remaining 72' high towers, and the beam was secured to the tops of them. Six laborers removed the stiff arm braces that secured the scaffolding to the wall.

The crane picked up all six towers high enough off the ground so that the six tower bases could be removed. The crane then swung the six 72-foot high sections to the new wall, lowering them into the first 9-foot sections which were now on the bottom instead of the top. Six laborers climbed up the towers, securing them to the steel or con-

18 MASONRY/JUNE, 1977

Towers are lowered into the nine-foot inserts placed into bases.