Foundation Reinforcement for the Anneal Workshop of A Carbon Plant

Li Jianbin; Kang Xuetao; Xia Feixue

doi:10.3969/j.issn.1007-2993.2013.05.009

Volume 27 Issue 5

Jul. 2021

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Li Jianbin, Kang Xuetao, Xia Feixue. Foundation Reinforcement for the Anneal Workshop of A Carbon Plant[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2013, 27(5): 252-255. doi: 10.3969/j.issn.1007-2993.2013.05.009

Citation:

Li Jianbin, Kang Xuetao, Xia Feixue. Foundation Reinforcement for the Anneal Workshop of A Carbon Plant[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2013, 27(5): 252-255. doi: 10.3969/j.issn.1007-2993.2013.05.009

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Foundation Reinforcement for the Anneal Workshop of A Carbon Plant

doi: 10.3969/j.issn.1007-2993.2013.05.009

Zhengzhou Institute of Geological Engineering Investigation of Henan Province, Zhengzhou 450053, Henan, China

Received Date: 2013-05-08

Abstract

Abstract

The rising of fill moisture caused the foundation collapsible sinking. Meanwhile, the steel pipes of carbon rotary kiln bending effected normal operation of the line. Using the cement water glass slurries and inclined hole, we grouted in layers to the middle fills of the dust sedimentary chamber. Based on the bottom-enlarged grouting piles which are longer than original piles, we reinforced the foundation of rotary kiln. All the above prevented the sinking of the foundation and up to now the rotary kiln worked very well.
- fills,
- inclined hole,
- grouting in layers of two slurries,
- bottom-enlarged grouting piles