After the concrete has hardened sufficiently the wires are released from the anchorages. 2 Project Plan 2.1 Structural Design and Analysis of Thin Shell Structures A structural design of the thin-shelled concrete structure will be computed using catenary and geometrical shape equations. The walls of such a container are subjected to compressive stresses when loaded; the ring tension is taken by ties connecting diametrically opposite ribs or by tie rings connecting the vertical ribs or by any other convenient arrangement. REFERENCES CITED The following references are of record in the file of this patent: UNITED STATES PATENTS Number 791,076 903,909 1,940,402 1,955,716 2,047,197 2,080,074 2,234,663 2,298,376 2,301,760 2,315,894 Number 228,123 338,864 Name Date Chenowith --------. The pre-tensioned wires 53 positioned in the side walls 77, floor 18, and deck 19, are dead parallel and horizontal in the straight centre part of the hull, and turn slightly inwards, respectively upwards, towards stem and stern. In the construction of a cupola of conical shape, for example, the wires stretch along the generating lines of the cone from a point on a temporary centre post at the apex to the prestressing 30 hulls. When the inside of the building is required to be open without any walls or pillars then the shell roof is very useful than flat or even pitched roof. May 30, 1905 Steiner ---------- Nov. 17, 1908 Dischlnger -------- Dec. 19, 1933 Waller -i------- Apr. The prestressing plant 90 may be inside or outside the :: :: structure, in the latter case it is detachable and may be re-used. This invention relates to reinforced concrete shell constructions and is particularly adapted for use in connection with reinforced concrete shell roofs covering large areas, cupolas, bridges, ships, silos, towers and other curved containers, retaining walls, pipes and the like. A mould-less self-supporting reinforced concrete curved shell construction of the type described and for the purposes set forth herein comprising pre-stressed reinforcement wires spaced along the generating lines of said shell defining the shape of said construction and forming the sole supporting skeleton of said construction, mesh reinforcement attached to the said g5. In this method of construction the longitudinal wires 53 of requisite length are rolled and kept at the top of the scaffolding 94; they are unwound and pre-tensioned in length sufficient for the one or two vertical building sections above referred to. User Review - Flag as inappropriate. The longitudinal wires are stretched the requisite distance apart along the bulkheads and prestressed evenly to the desired extent. Privacy Policy Prestressing of beams, slabs and like articles or structures is effected by a system of prestresses of variable amount in various cross-sectional zones in accordance with the known or assumed direction of the loading to be expected. R.E. The truncated forms can be used to provide a skylight at the apex. 31, Design of cylindrical concrete shell roofs ASC, New York. The paper is open for discussion and comment, which may be sent to the Editor ofthe Journal and Chair ofthe Working Group, J. F. Abel,jfa5@cornell.edu. When completed the main wires and textile and/or metallic secondary reinforcement are completely encased. Owing to the peculiar statics of this design of ship structures the greater part of the pre-tensioned main wires 54 should be concentrated in gunwales 70 and bilges 71, as well as in the continuous hatch beams 72 and keelsons 73. In the case of several small vessels being constructed in one row, one behind the other, the anchorages are placed only on each end of the row, and all longitudinal wires run continuously through all Two layers of concrete 50 and 60 are shot against the close steel skeleton from outside and inside respectively so that the whole steel is encased. Part of Springer Nature. To cast a cylindrical chimney in situ in accordance with this invention the bottom extremities of the main wires 53 extending along the generating lines are anchored 84 to the required extent in the chimney foundation 83 while their upper ends 94 are fixed to a scaffolding 89 of suitable type-steel tubular for example. Additional strength for the tower, silos, chimney or the like may be provided by applying additional layers of concrete, cement, plaster or the like inside or outside of the prestressed shaft whilst the latter are held on the anchorage or after they have been released therefrom. Large roof spans of bus, railroad, and air terminals, sport stadia, and aircraft hangars have been effectively covered with reinforced concrete shells, many of which have been cylindrical. 2,425,079 7 tances apart may be utilised to temporarily carry both the longitudinal and other, reinforcement, In such cases the main longitudinal reinforcement is confined principally to the side tension members at the springings while the prestressed longitudinal reinforcement near the crown of the vault is reduced to a minimum. The anchorage plates and blocks for these main wires are situated at such a distance from the last bulkhead that the converging wires are collected in an area of conveniently small dimensions. When combined with the spinning method the patterns, carrying the prestressed wires together with the textile and/or secondary mesh reinforcement, are rotated by synchronised motors, while the concrete or the like is applied inside to the required thickness. When hardening has taken place the centre post and any other anchorage for attaching the wires are removed and a self supporting shell structure results. 1 Review. These keywords were added by machine and not by the authors. It will of course be an advantage to pre-cast the bulkheads and use them as patterns during the construction of the hull. Truncated conical structures, conoid and hy- 40 perboloid structures may be constructed the same principle, the prestressed wires following the generating lines of the structure and being connected to a top and bottom reinforcing ring. obviated. The computer analysis and design steps for a concrete shell roof are described. By way of example, the construction of a pre-stressed reinforced concrete barge is shown in the diagrarhmatic drawings attached: Fig. 55, May 1959. Download preview PDF. SUMMARY The problem of design/verification of reinforcement in concrete shells is reviewed. ASCE Manual of Engineering practice No. Privacy Policy The lower reaction of the sectional prestresses is taken by the lower part of the already built structure. Another layer of high tensile steel wires is pre-tensioned along and outside of the thin gunite shell and mild steel reinforcements are tied to them in transverse and oblique directions as required by the design. These shapes maximize the effectiveness of concrete, allowing it to form thin light spans. Varghese, PHI Learning Private Limited, New Delhi (2010). Concrete construction of the type described and for the purposes set forth herein comprising a plurality of pre-tensioned longitudinally disposed reinforcement means defining a part-cylindrical shell, a secondary mesh reinforcement attached to said reinforcement means extending I _ _ _ _ _ I co-extensively with the part-cylindrical area thereof, a monolithic slab of concrete embedding and in bonding relationship with said reinforcements to thereby provide a formless pre-stressed concrete shell structure, the said longitudinal reinforcement means being permanently maintained under tension alone by the action of said bond between said reinforcement and said concrete slab, the said concrete slab remaining under permanent compression after all shrinkage has taken place and during its loaded condition, the said pre-tensioned reinforcement defining the shape and forming a skeleton for the said construction and the said secondary mesh reinforcement constituting a core for the sole support thereof whereby the necessity for a concrete form is obviated. 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