CN100390368C - Insulation method and structure for column foot of assembled steel reinforced concrete factory building - Google Patents

Insulation method and structure for column foot of assembled steel reinforced concrete factory building Download PDF

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Publication number
CN100390368C
CN100390368C CNB2005102002479A CN200510200247A CN100390368C CN 100390368 C CN100390368 C CN 100390368C CN B2005102002479 A CNB2005102002479 A CN B2005102002479A CN 200510200247 A CN200510200247 A CN 200510200247A CN 100390368 C CN100390368 C CN 100390368C
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CN
China
Prior art keywords
reinforced concrete
insulation sleeve
factory building
assembled steel
column foot
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 - Fee Related
Application number
CNB2005102002479A
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Chinese (zh)
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CN1847576A (en
Inventor
杨晓敏
高宇寰
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Guiyang Aluminum Magnesium Design and Research Institute Co Ltd
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Guiyang Aluminum Magnesium Design and Research Institute Co Ltd
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Priority to CNB2005102002479A priority Critical patent/CN100390368C/en
Publication of CN1847576A publication Critical patent/CN1847576A/en
Application granted granted Critical
Publication of CN100390368C publication Critical patent/CN100390368C/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The present invention discloses an insulation method and a structure for a column foot of an assembled steel reinforced concrete workshop, and comprises a workshop bearing column, an insulation sleeve and a reinforced concrete foundation, wherein a cup-shaped mouth of the reinforced concrete foundation is provided with the insulation sleeve in which the workshop bearing column is arranged, and sulphur cement slurry is poured between the reinforced concrete foundation and the insulation sleeve and between the insulation sleeve and the workshop bearing column. The present invention has the advantages that the present invention can guarantee the reliable insulation between the assembled workshop bearing column and an earth foundation, and the personnel safety of electrolyze producers and the property safety of enterprises are guaranteed.

Description

The insulating method of column foot of assembled steel reinforced concrete factory building and structure
Technical field:
The present invention relates to a kind of insulation of assembling industrial premises suspension column, the particularly insulating method of electrolytic method magnesium smelting column foot of assembled steel reinforced concrete factory building and structure.
Technical background:
At present, with in the activities of electrolytic method magnesium smelting, produce a large amount of chlorides, very easily attached on the building, and has hygroscopicity, corrosion to building is very serious, and operator's charge species direct by metalwork and in the electrolytic cell contacts in addition, under the production status of series voltage height, big electric current, factory building resembles a big conductor, the chloride dissolved salt of conduction has destroyed insulation, very easily produces electric shock accidents.Therefore, the insulation of carrying out factory building suspension column and the earth base for post is very important.
Summary of the invention:
The objective of the invention is to: a kind of insulation of assembling industrial premises suspension column is provided, the particularly insulating method of electrolytic method magnesium smelting column foot of assembled steel reinforced concrete factory building and structure, make reliable insulation is arranged between magnesium electrolysis workshop load-bearing pillar and the earth, be suspended among the insulating space like factory building, to guarantee the safety in production of electrolysis procedure.
The present invention constitutes like this: it comprises the factory building load-bearing pillar, reinforced concrete foundation, in the cup type mouth of reinforced concrete foundation, putting insulation sleeve, the factory building load-bearing pillar is arranged, at pouring Sulphur concrete slurry between reinforced concrete foundation and the insulation sleeve, between insulation sleeve and the factory building load-bearing pillar in insulation sleeve.
In order to ensure reliable insulation effect, the height of insulation sleeve (2) is above the ground level, and overhead height is 100mm.
Insulation sleeve adopts glass-ceramic diabase to make, and its resistivity is higher, and compressive strength is big, and good acid resistance is arranged.
The thickness of glass-ceramic diabase is 30~80mm.
The Sulphur concrete slurry adopts hot shape Sulphur concrete slurry to pour into, and its insulation effect is good, expands in the cooling back, can form extremely closely knit integral insulation structure.
The present invention is achieved in that clean with removing in the cup type mouth of reinforced concrete foundation earlier, secondly insulation sleeve is inserted in it, make the height of insulation sleeve above ground level, between reinforced concrete foundation and the insulation sleeve, pour into the Sulphur concrete slurry of hot shape, cooled and solidified between insulation sleeve and the factory building load-bearing pillar.
The invention has the beneficial effects as follows: can guarantee has reliable insulation between assembling industrial premises load-bearing pillar and the big ground foundation, guarantees electrolysis production person's the personal safety and the property safety of enterprise.
Description of drawings:
Accompanying drawing 1 is a structural representation of the present invention.
In the accompanying drawing, 1. factory building load-bearing pillar, 2. insulation sleeve, 3. Sulphur concrete slurry, 4. reinforced concrete foundation.
The specific embodiment:
Embodiments of the invention: after removing the surface dirt in 4 glasss of type mouths of reinforced concrete foundation, oil stain, burr etc. totally, put into the insulation sleeve 2 that the thick glass-ceramic diabase of 50mm is made,, make insulation sleeve 2 100mm above ground level in order to ensure insulation effect.At the Sulphur concrete slurry 3 of the hot shape of pouring between reinforced concrete foundation 4 and the insulation sleeve 2 and between insulation sleeve 2 and the factory building load-bearing pillar 1, pouring thickness is between 20~50mm.Promptly form extremely closely knit integral insulation structure after to be cooled the solidifying.

Claims (6)

1. the insulating method of a column foot of assembled steel reinforced concrete factory building, it is characterized in that: clean with removing in the cup type mouth of reinforced concrete foundation (4) earlier, secondly insulation sleeve (2) is inserted in it, make the height of insulation sleeve (2) above ground level, between reinforced concrete foundation (4) and the insulation sleeve (2) and pour into the Sulphur concrete slurry (3) of hot shape, cooled and solidified between insulation sleeve (2) and the factory building load-bearing pillar (1).
2. the structure of the insulating method of a column foot of assembled steel reinforced concrete factory building as claimed in claim 1, it comprises factory building load-bearing pillar (1), reinforced concrete foundation (4), it is characterized in that: in the cup type mouth of reinforced concrete foundation (4), lay insulation sleeve (2), factory building load-bearing pillar (1) is arranged, at pouring Sulphur concrete slurry (3) between reinforced concrete foundation (4) and the insulation sleeve (2), between insulation sleeve (2) and the factory building load-bearing pillar (1) in insulation sleeve (2).
3. the structure of the insulating method of column foot of assembled steel reinforced concrete factory building according to claim 2 is characterized in that: the height of insulation sleeve (2) is above the ground level, and overhead height is 100mm.
4. the structure of the insulating method of column foot of assembled steel reinforced concrete factory building according to claim 2 is characterized in that: insulation sleeve (2) adopts glass-ceramic diabase.
5. according to the structure of the insulating method of claim 2 or 4 described column foot of assembled steel reinforced concrete factory building, it is characterized in that: the thickness of glass-ceramic diabase is 30~80mm.
6. the structure of the insulating method of column foot of assembled steel reinforced concrete factory building according to claim 2 is characterized in that: Sulphur concrete slurry (3) adopts hot shape to pour into.
CNB2005102002479A 2005-04-14 2005-04-14 Insulation method and structure for column foot of assembled steel reinforced concrete factory building Expired - Fee Related CN100390368C (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNB2005102002479A CN100390368C (en) 2005-04-14 2005-04-14 Insulation method and structure for column foot of assembled steel reinforced concrete factory building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNB2005102002479A CN100390368C (en) 2005-04-14 2005-04-14 Insulation method and structure for column foot of assembled steel reinforced concrete factory building

Publications (2)

Publication Number Publication Date
CN1847576A CN1847576A (en) 2006-10-18
CN100390368C true CN100390368C (en) 2008-05-28

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Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101581114B (en) * 2008-05-16 2013-01-02 贵阳铝镁设计研究院有限公司 Reinforced concrete structural continuous beam with insulation property
CN102108739B (en) * 2009-12-28 2013-06-26 贵阳铝镁设计研究院有限公司 Method and structure for insulating plant operative surface and support pillar
CN102146677B (en) * 2010-01-20 2014-03-12 贵阳铝镁设计研究院有限公司 Insulation structure for cup rim column foundation
CN103953118B (en) * 2014-04-18 2016-08-24 中国水电顾问集团华东勘测设计研究院有限公司 The attachment structure of sedimentation is transmitted in a kind of Factory Building flooring that cuts off to base for post and body of wall

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CN2780883Y (en) * 2005-04-20 2006-05-17 贵阳铝镁设计研究院 Insulation structure of support colunm of reinforced concrete workshop

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CN2324218Y (en) * 1998-01-22 1999-06-16 王瑞锋 Anti-electrostatic terrazzo floor
US20020182959A1 (en) * 2000-06-01 2002-12-05 Galinos Nikolaidis Fire-resistant and sound-isolating paneling system for ships internal areas lining
CN2780883Y (en) * 2005-04-20 2006-05-17 贵阳铝镁设计研究院 Insulation structure of support colunm of reinforced concrete workshop

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改进柱下单独基础的研究概况. 宋琪瑛,刘俊生,朱易.河北煤炭建筑工程学院学报,第4期. 1996 *
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Owner name: GUIYANG ALUMINUM AND MAGNESIUM DESIGN INSTITUTE CO

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Address after: 550081 Guiyang Province, Jinyang New District, Zhu Zhu Road, No. 2

Patentee after: Guiyang Aluminum & Magnesium Design Institute Co., Ltd.

Address before: 550004 No. 208, Beijing Road, Guiyang, Guizhou

Patentee before: Guiyang Aluminium and Magnesium Design Inst.

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Granted publication date: 20080528

Termination date: 20150414

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