GB146564A - Improvements in or relating to shuttering for concrete structures - Google Patents

Improvements in or relating to shuttering for concrete structures

Info

Publication number
GB146564A
GB146564A GB619919A GB619919A GB146564A GB 146564 A GB146564 A GB 146564A GB 619919 A GB619919 A GB 619919A GB 619919 A GB619919 A GB 619919A GB 146564 A GB146564 A GB 146564A
Authority
GB
United Kingdom
Prior art keywords
shuttering
tie
plates
ties
shows
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
GB619919A
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.)
THOMAS STEWART INGLIS
Original Assignee
THOMAS STEWART INGLIS
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 THOMAS STEWART INGLIS filed Critical THOMAS STEWART INGLIS
Priority to GB619919A priority Critical patent/GB146564A/en
Publication of GB146564A publication Critical patent/GB146564A/en
Expired legal-status Critical Current

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/06—Forms, 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
    • E04G11/08—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring
    • E04G11/10—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring of elements without beams which are mounted during erection of the shuttering to brace or couple the elements

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Moulds, Cores, Or Mandrels (AREA)

Abstract

146,564. Sinclair, G. G., and Inglis, T. S. March 12, 1919. Casting in situ.-In shuttering for hollow concrete structures, which is held in position by ties which are left in the structure, the ties are formed with shoulders, notches, or the like to support and keep in position the internal shuttering of the hollow concrete walling, the ties in some cases being formed in three and more parts. Fig. 5 shows a tie supported on the last course built and provided with notches to position and support the internal shuttering, while the extremities of the tie supports the face-plates of the shuttering, these face-plates in this instance being secured by wedges. Fig. 19 shows a tie having shoulders and also the ends turned up to engage the face-plates. In addition, inverted stirrups may be used to assist in supporting and positioning the plates. Ties may be formed in three or more parts. Fig. 31 shows such a tie, the central portion Being removed to allow the withdrawal of the shuttering and afterwards replaced. In other forms, the tie is employed with a temporary centre as shown in the top tie in Fig. 6. This centre, on withdrawal, leaves a moulded recess for the reception of the permanent portion, as shown in the. bottom tie in Fig. 6. Fig. 58 shows another form of tie, in which the outer portions m may be temporarily connected to the centre portion k by means of skewers n or o, which may be withdrawn when the shutters are released to enable the outer portions of the tie to be also withdrawn. The shuttering may be shaped, flat, flanged, corrugated, indented, impressed, buckled, arched, or built-up and stiffened with angles, tees, channels, or joists. The outer thickness of the wall may be comprised of different aggregate from the inner thickness. According to the Provisional Specification, the shuttering may be supported on the last course built by internal flanges and various forms of straps, clips, and stirrups or yokes to connect and support the plates are described. Angle and other shuttering for corners, reveals, &c. are also described.
GB619919A 1919-03-12 1919-03-12 Improvements in or relating to shuttering for concrete structures Expired GB146564A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
GB619919A GB146564A (en) 1919-03-12 1919-03-12 Improvements in or relating to shuttering for concrete structures

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
GB619919A GB146564A (en) 1919-03-12 1919-03-12 Improvements in or relating to shuttering for concrete structures

Publications (1)

Publication Number Publication Date
GB146564A true GB146564A (en) 1920-07-12

Family

ID=9810208

Family Applications (1)

Application Number Title Priority Date Filing Date
GB619919A Expired GB146564A (en) 1919-03-12 1919-03-12 Improvements in or relating to shuttering for concrete structures

Country Status (1)

Country Link
GB (1) GB146564A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2314579A (en) * 1996-06-24 1998-01-07 Hsieh Ming Huei Formwork

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2314579A (en) * 1996-06-24 1998-01-07 Hsieh Ming Huei Formwork

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