GB114857A - - Google Patents

Info

Publication number
GB114857A
GB114857A GB114857DA GB114857A GB 114857 A GB114857 A GB 114857A GB 114857D A GB114857D A GB 114857DA GB 114857 A GB114857 A GB 114857A
Authority
GB
United Kingdom
Prior art keywords
bolt
clamps
posts
plates
angle
Prior art date
Legal status (The legal status 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 status listed.)
Active
Application number
Publication of GB114857A publication Critical patent/GB114857A/en
Active legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/06Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
    • E04G11/08Forms, which are completely dismantled after setting of the concrete and re-built for next pouring
    • E04G11/12Forms, which are completely dismantled after setting of the concrete and re-built for next pouring of elements and beams which are mounted during erection of the shuttering to brace or couple the elements
    • E04G11/14Forms, which are completely dismantled after setting of the concrete and re-built for next pouring of elements and beams which are mounted during erection of the shuttering to brace or couple the elements with beams arranged in alignment with and between the elements and form also the shuttering face
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/06Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
    • E04G11/08Forms, which are completely dismantled after setting of the concrete and re-built for next pouring
    • E04G11/18Forms, which are completely dismantled after setting of the concrete and re-built for next pouring for double walls

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Reinforcement Elements For Buildings (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

114,857. Marks, E. C. R., (Hydraulic Pressed Steel Co.). Jan. 18, 1917. Casting in situ.-Mould plates, Fig. 3, preferably formed of planks 5 faced with metal 6 on the inside, are provided on the ends with channelirons 8 and cover-plates 9 for the rabbets 5<a>, and angle-irons 7 on the top and bottom edges. The plates are held against a framework of posts 1 and sills 35 by clamps 10 and wedges 18, Fig. 4, which are driven in locking-bolts 14 engaging keyhole slots 13 in the posts and formed with tongues 16 and heads 15. The bolts, permanently secured in the clamps, are inserted in the posts and the heads 15 then formed on them to prevent removal from the posts before the plates 4 are secured in place, and the length of the bolt is such that when the head 15 is just inside the slot 13, the clamp and bolt can be turned together through a right-angle. To assemble the parts, the mould boards are placed in position as shown in Fig. 4, and the wedges 18 then driven home to force the legs 10 of the clamps against the channel-irons 8. When the concrete has set, the bolt is loosened, moved to the centre of the slot 13, and then partly withdrawn with the clamps; the clamps and bolt are then turned through a right-angle and the wedge is tightened to secure the clamp. For hollow walls, flat metal ties 19, embedded in the concrete, are provided with loops 20 which are temporarily held by a bolt 22 passed through the post and having a collar 23 on its outer end. The inner mould boards are supported by angle-irons 31 slid able on Z-shaped members 28 welded to the ties 19, and by channelirons 32, 33 which taper in opposite directions; a third channel-iron 34 is welded to the channel 33 and embraces the flange of the member 32. The sills 35, made of notched channel-iron, brace the posts and are provided with short channeliron packing-pieces 37 welded opposite the notches. Bolts 38 are passed through the faces of the pests and through slots on the pieces 37, and receive wedges 39.
GB114857D Active GB114857A (en)

Publications (1)

Publication Number Publication Date
GB114857A true GB114857A (en)

Family

ID=1709282

Family Applications (1)

Application Number Title Priority Date Filing Date
GB114857D Active GB114857A (en)

Country Status (1)

Country Link
GB (1) GB114857A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1992000433A2 (en) * 1990-06-19 1992-01-09 Patrick Moreland Dismountable shuttering system and method of building a walled structure

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1992000433A2 (en) * 1990-06-19 1992-01-09 Patrick Moreland Dismountable shuttering system and method of building a walled structure
WO1992000433A3 (en) * 1990-06-19 1992-02-20 Patrick Moreland Dismountable shuttering system and method of building a walled structure

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