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ACI 307
Code Requirements for Reinforced Concrete Chimneys (ACI 307-08) and Commentary
Organization:
ACI - American Concrete Institute
Year: 2008
Abstract: This standard covers the design and construction of circular cast-in-place or precast reinforced concrete chimney shells. If other shapes are used, their design shall be substantiated in accordance with the principles used here. The standard does not include the design of linings, but includes the effects of linings on the concrete shell.
A precast chimney shell is defined as a shell constructed wholly from precast reinforced concrete sections, assembled one atop another, to form a freestanding, self-supporting cantilever. Vertical reinforcement and grout are placed in cores as the precast sections are erected to provide structural continuity and stability. The use of precast panels as stay-in-place forms is considered cast-in-place construction.
A precast chimney shell is defined as a shell constructed wholly from precast reinforced concrete sections, assembled one atop another, to form a freestanding, self-supporting cantilever. Vertical reinforcement and grout are placed in cores as the precast sections are erected to provide structural continuity and stability. The use of precast panels as stay-in-place forms is considered cast-in-place construction.
Subject: chimneys
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| contributor author | ACI - American Concrete Institute | |
| date accessioned | 2017-09-04T18:10:40Z | |
| date available | 2017-09-04T18:10:40Z | |
| date copyright | 39753 | |
| date issued | 2008 | |
| identifier other | GXSXKCAAAAAAAAAA.pdf | |
| identifier uri | https://lib.yabesh.ir/std/handle/yse/193646 | |
| description abstract | This standard covers the design and construction of circular cast-in-place or precast reinforced concrete chimney shells. If other shapes are used, their design shall be substantiated in accordance with the principles used here. The standard does not include the design of linings, but includes the effects of linings on the concrete shell. A precast chimney shell is defined as a shell constructed wholly from precast reinforced concrete sections, assembled one atop another, to form a freestanding, self-supporting cantilever. Vertical reinforcement and grout are placed in cores as the precast sections are erected to provide structural continuity and stability. The use of precast panels as stay-in-place forms is considered cast-in-place construction. | |
| language | English | |
| title | ACI 307 | num |
| title | Code Requirements for Reinforced Concrete Chimneys (ACI 307-08) and Commentary | en |
| type | standard | |
| page | 34 | |
| status | Active | |
| tree | ACI - American Concrete Institute:;2008 | |
| contenttype | fulltext | |
| subject keywords | chimneys | |
| subject keywords | compressive strength | |
| subject keywords | concrete construction | |
| subject keywords | earthquake-resistant structures | |
| subject keywords | formwork (construction) | |
| subject keywords | foundations | |
| subject keywords | high temperature | |
| subject keywords | linings | |
| subject keywords | loads (forces) | |
| subject keywords | moments | |
| subject keywords | openings | |
| subject keywords | precast concrete | |
| subject keywords | quality control | |
| subject keywords | reinforced concrete | |
| subject keywords | reinforcing steels | |
| subject keywords | specifications | |
| subject keywords | static loads | |
| subject keywords | strength | |
| subject keywords | structural analysis | |
| subject keywords | structural design | |
| subject keywords | temperature | |
| subject keywords | thermal gradient | |
| subject keywords | wind pressure |