GB110211A - Improvements in Fireproof Floors. - Google Patents

Improvements in Fireproof Floors.

Info

Publication number
GB110211A
GB110211A GB1503216A GB1503216A GB110211A GB 110211 A GB110211 A GB 110211A GB 1503216 A GB1503216 A GB 1503216A GB 1503216 A GB1503216 A GB 1503216A GB 110211 A GB110211 A GB 110211A
Authority
GB
United Kingdom
Prior art keywords
blocks
bars
support
hangers
brackets
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
GB1503216A
Inventor
Samson Avey
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 GB1503216A priority Critical patent/GB110211A/en
Publication of GB110211A publication Critical patent/GB110211A/en
Expired legal-status Critical Current

Links

Classifications

    • 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
    • E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
    • E04B5/36—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor
    • E04B5/38—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor with slab-shaped form units acting simultaneously as reinforcement; Form slabs with reinforcements extending laterally outside the element
    • 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
    • E04B5/23—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated
    • E04B5/29—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated the prefabricated parts of the beams consisting wholly of metal

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Floor Finish (AREA)

Abstract

110,211. Avey, S. Oct. 23, 1916. Joist floors; reinforced blockwork flors.-In a floor comprising hollow blocks grooved to bed on bars C between metal joists, the blocks are shaped at their lower edges so that they will pivot slightly when the temporary support or centring is removed; and one side of each block is sloped to provide a groove for cement between adjacent blocks. Hangers E connect the bars with the upper faces of the blocks and have their ends bent in opposite directions. The ends of the bars are first hooked into brackets D which are bent to engage the upper flanges of the joists, and the rod ends adjacent to a wall are turned up. The blocks and hangers are next laid and the centre of the span is raised by the temporary support. The brackets D yield as the rods are cambered. The joints are then grouted and the support is removed when the grouting has set. A top layer of concrete is applied before or after the support has been removed.
GB1503216A 1916-10-23 1916-10-23 Improvements in Fireproof Floors. Expired GB110211A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
GB1503216A GB110211A (en) 1916-10-23 1916-10-23 Improvements in Fireproof Floors.

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
GB1503216A GB110211A (en) 1916-10-23 1916-10-23 Improvements in Fireproof Floors.

Publications (1)

Publication Number Publication Date
GB110211A true GB110211A (en) 1917-10-18

Family

ID=32249412

Family Applications (1)

Application Number Title Priority Date Filing Date
GB1503216A Expired GB110211A (en) 1916-10-23 1916-10-23 Improvements in Fireproof Floors.

Country Status (1)

Country Link
GB (1) GB110211A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2011151496A1 (en) * 2010-05-31 2011-12-08 Imat Centre Tecnològic De La Construcció Method for producing prefabricated reinforced concrete two-way slab elements and two-way slab structure obtained with said elements
ES2632027A1 (en) * 2016-03-07 2017-09-07 Universidad De Extremadura Pre-manufactured plate with internal arch structure and forged structure built on the basis of said plate (Machine-translation by Google Translate, not legally binding)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2011151496A1 (en) * 2010-05-31 2011-12-08 Imat Centre Tecnològic De La Construcció Method for producing prefabricated reinforced concrete two-way slab elements and two-way slab structure obtained with said elements
ES2380857A1 (en) * 2010-05-31 2012-05-21 Imat Centre Tecnologic De La Construccio Method for producing prefabricated reinforced concrete two-way slab elements and two-way slab structure obtained with said elements
ES2632027A1 (en) * 2016-03-07 2017-09-07 Universidad De Extremadura Pre-manufactured plate with internal arch structure and forged structure built on the basis of said plate (Machine-translation by Google Translate, not legally binding)

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