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Titlebook: Brickwork 2 and Associated Studies; H. Bailey,D. Hancock Textbook 1990Latest edition H. Bailey and D. W. Hancock 1990 Asbest.Bitumen.concr

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樓主: Bunion
31#
發(fā)表于 2025-3-27 00:01:13 | 只看該作者
https://doi.org/10.1007/978-1-349-11379-8Asbest; Bitumen; concrete; construction; foundation; glass; granite; iron; Linoleum; metals; roof; Sand; steel; T
32#
發(fā)表于 2025-3-27 03:09:11 | 只看該作者
33#
發(fā)表于 2025-3-27 08:32:44 | 只看該作者
Overview: In three excellent, up to date concise volumes the authors deal thouroghly with brickwork and its associated subjects. The student is provided with an introduction to the industry, the trade, the skills and the structures, and reflecting the 1990s, emphasise safety aspects and considerations. Includes multi choice questions and answers.
34#
發(fā)表于 2025-3-27 11:18:16 | 只看該作者
35#
發(fā)表于 2025-3-27 15:17:29 | 只看該作者
Gewijzigde positie medische stafand that the quoin is perfectly perpendicular. The bricks forming the quoin should all be level (figure 4.1). The same operation is then carried out at the opposite end, that is, to the length required.
36#
發(fā)表于 2025-3-27 20:48:29 | 只看該作者
37#
發(fā)表于 2025-3-28 01:15:36 | 只看該作者
Vertrauen in sino-westlichen Joint-Ventures,at is, two skins or leaves of brickwork are built with a cavity between the leaves. The width of the cavity may be a minimum of 50 mm or a maximum of 75 mm (more in certain cases—see Building Regulations), with a minimum overall of 250 mm.
38#
發(fā)表于 2025-3-28 03:43:10 | 只看該作者
39#
發(fā)表于 2025-3-28 08:51:38 | 只看該作者
Blockwork and Partition Walls,sed for construction. For example, non-loadbearing walls may be erected using aerated concrete blocks only 60 mm thick, depending on the length and height whereas, if loads are to to superimposed, the minimum thickness for this type of block is 75 mm.
40#
發(fā)表于 2025-3-28 13:26:05 | 只看該作者
Diskussion der Untersuchungsergebnisse,tached pier is to.Walls with attached piers may be built in English, Flemish or garden wall bond, in all cases complying strictly with the rules of bonding. Tie-ing in walls to piers (figure 8.2) or vice versa (figure 8.3) must be not less than 56 mm and all cut bricks should be as large as possible.
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