GB116346A - Improvements relating to the Construction of Floors and the like. - Google Patents

Improvements relating to the Construction of Floors and the like.

Info

Publication number
GB116346A
GB116346A GB814117A GB814117A GB116346A GB 116346 A GB116346 A GB 116346A GB 814117 A GB814117 A GB 814117A GB 814117 A GB814117 A GB 814117A GB 116346 A GB116346 A GB 116346A
Authority
GB
United Kingdom
Prior art keywords
rods
grouting
rollers
grooves
floors
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.)
Expired
Application number
GB814117A
Inventor
John Woolcock
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to GB814117A priority Critical patent/GB116346A/en
Publication of GB116346A publication Critical patent/GB116346A/en
Expired legal-status Critical Current

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/20—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of concrete or other stone-like material, e.g. with reinforcements or tensioning members
    • E04C3/22—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of concrete or other stone-like material, e.g. with reinforcements or tensioning members built-up by elements jointed in line
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/17—Floor structures partly formed in situ
    • E04B5/18—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly cast between filling members
    • E04B5/19—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly cast between filling members the filling members acting as self-supporting permanent forms

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Bridges Or Land Bridges (AREA)

Abstract

116,346. Woolcock, J. June 7. 1917. Girder floors; reinforced-blockwork floors.-In a floor formed by laying side by side beams composed of a row of grooved blocks and side tension rods, the rods are held in their correct positions, before the grouting is applied in the joints, by transverse spacing members d<1>, Fig. 8, which are bent around the rods and lie in grooves a<3>, Fig. 4, in the ends of the blocks. Adjacent ends d<3> are twisted together between the beams, and in the central portion, the ends embrace also the lower part of an additional tension rod e, Fig. 15, the end portions of which bear on rollers f resting on shoulders a<2>. The rods are tightened by nuts e<3>. A compression rod g is next laid on rollers f<1> and the free ends of the transverse members d<1> are crossed over the rod g. The grouting is applied to embed the rods, the grooves a<4> allowing air to escape from the grooves a<3>. Extra rods h, Fig. 15, may be added, and to increase the floor thickness, battens i', Fig. 17, are placed on each side of the channel and the grouting is carried to the higher level; the rollers are placed also on top of the blocks, and the end slabs bare similarly increased in height.
GB814117A 1917-06-07 1917-06-07 Improvements relating to the Construction of Floors and the like. Expired GB116346A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
GB814117A GB116346A (en) 1917-06-07 1917-06-07 Improvements relating to the Construction of Floors and the like.

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
GB814117A GB116346A (en) 1917-06-07 1917-06-07 Improvements relating to the Construction of Floors and the like.

Publications (1)

Publication Number Publication Date
GB116346A true GB116346A (en) 1918-06-07

Family

ID=32670619

Family Applications (1)

Application Number Title Priority Date Filing Date
GB814117A Expired GB116346A (en) 1917-06-07 1917-06-07 Improvements relating to the Construction of Floors and the like.

Country Status (1)

Country Link
GB (1) GB116346A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2751776A (en) * 1950-07-21 1956-06-26 Whitacre Greer Fireproofing Co Stressed block building slab
US3501882A (en) * 1967-01-12 1970-03-24 Hideya Kobayashi Lightweight prestressed structural concrete member and method for manufacturing the same

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2751776A (en) * 1950-07-21 1956-06-26 Whitacre Greer Fireproofing Co Stressed block building slab
US3501882A (en) * 1967-01-12 1970-03-24 Hideya Kobayashi Lightweight prestressed structural concrete member and method for manufacturing the same

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