GB571085A - Improvements in or relating to building construction - Google Patents

Improvements in or relating to building construction

Info

Publication number
GB571085A
GB571085A GB1811743A GB1811743A GB571085A GB 571085 A GB571085 A GB 571085A GB 1811743 A GB1811743 A GB 1811743A GB 1811743 A GB1811743 A GB 1811743A GB 571085 A GB571085 A GB 571085A
Authority
GB
United Kingdom
Prior art keywords
pillars
slabs
wall
building
grouting
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
GB1811743A
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.)
BERNARD LEIGH NEWMAN
Original Assignee
BERNARD LEIGH NEWMAN
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 BERNARD LEIGH NEWMAN filed Critical BERNARD LEIGH NEWMAN
Priority to GB1811743A priority Critical patent/GB571085A/en
Publication of GB571085A publication Critical patent/GB571085A/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
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
    • E04B2002/567—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with posts or pillars made from a plurality of smaller prefabricated elements

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Load-Bearing And Curtain Walls (AREA)
  • Building Environments (AREA)

Abstract

571,085. Cavity walls. NEWMAN, B. L Nov. 2, 1943, No. 18117. [Classes 20 (iv) and 87 (i)] The cavity wall of a building is formed by the pre-cast pillars 13, 14 and slabs 2, the slabs being spaced and interlocked with the pillars which are formed in sections 1 having a central bore 4 through which liquid cement or grouting 5 is made to flow, means such as tubes 7 being provided in the pillars to permit of the passage and free circulation of air within the cavities of the wall. As shown in Figs. 1, 2, the bore 4 is enlarged at 6 for the reception of an increased section of grouting to embrace the centre portion of the tube 7, and the tube is located in the circular hole provided by semicircular recesses in the edges of two of the sections 1. The tubes are preferably of asbestos-cement. The slabs 2, which are of light concrete, clinker concrete, or thermo plastic material, have nosings 11 which engage in recesses 12 of the pillars. As shown in Fig. 5 the disposition of the recesses 12 and of the tubes 7 depend on the location of the pillar in the wall. In the case of intermediate pillars 18, such as would be employed in the building of bays, vertical grooves 20, 21, are formed in the contiguous faces of adjacent pillars for the reception of grouting 22. In a modification the slabs have vertical ribs on their inner faces near their ends, which ribs abut against each other when in position. Lateral grooves in the ribs permit the passage of the air. For factory and workshop structures the rods may extend across the corner of the building from one pillar to another, each tie rod having its ends down to engage the holes 4 of the wall pillars and being connected at its centre to a further tie rod having its other end similarly secured to the pillar at the corner.
GB1811743A 1943-11-02 1943-11-02 Improvements in or relating to building construction Expired GB571085A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
GB1811743A GB571085A (en) 1943-11-02 1943-11-02 Improvements in or relating to building construction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
GB1811743A GB571085A (en) 1943-11-02 1943-11-02 Improvements in or relating to building construction

Publications (1)

Publication Number Publication Date
GB571085A true GB571085A (en) 1945-08-07

Family

ID=10106934

Family Applications (1)

Application Number Title Priority Date Filing Date
GB1811743A Expired GB571085A (en) 1943-11-02 1943-11-02 Improvements in or relating to building construction

Country Status (1)

Country Link
GB (1) GB571085A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114045958A (en) * 2021-11-29 2022-02-15 江苏科技大学 Synchronous grouting tooth socket applied to fabricated shear wall and construction method thereof

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114045958A (en) * 2021-11-29 2022-02-15 江苏科技大学 Synchronous grouting tooth socket applied to fabricated shear wall and construction method thereof
CN114045958B (en) * 2021-11-29 2022-12-30 江苏科技大学 Synchronous grouting tooth socket applied to fabricated shear wall and construction method thereof

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