CN103015539B - Deformation joint building structure for floor of aluminum electrolysis workshop and construction method - Google Patents
Deformation joint building structure for floor of aluminum electrolysis workshop and construction method Download PDFInfo
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- CN103015539B CN103015539B CN201110295142.1A CN201110295142A CN103015539B CN 103015539 B CN103015539 B CN 103015539B CN 201110295142 A CN201110295142 A CN 201110295142A CN 103015539 B CN103015539 B CN 103015539B
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- retardant epoxy
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Abstract
The invention relates to a structure of a floor of an aluminum electrolysis workshop, in particular to a deformation joint building structure suitable for a heatproof and electric erosion prevention floor of the aluminum electrolysis workshop and a construction method. The deformation joint building structure comprises floor slabs and floor slab surface layers arranged on the floor slabs. A distance between the two floor slab surface layers is longer than that between the two floor slabs. The upper part of a flame-retardant epoxy phenolic resin expansion joint plate is arranged between the two floor slab surface layers. The lower part of the flame-retardant epoxy phenolic resin expansion joint plate is arranged between the two floor slabs. Asphalt concrete is arranged at joint positions at joints of the two sides of the flame-retardant epoxy phenolic resin expansion joint plate and the floor slab surface layers. The deformation joint building structure has the advantages of firmness, durability and convenience for construction.
Description
Technical field
The present invention relates to one
aluminium electrolytic workshop floorstructure, particularly relates to deformation joint architectural construction and the construction method of the heat-resisting and galvano-cautery flooring that a kind of applicable aluminium electrolytic workshop floor uses.
Background technology
Aluminium electrolysis shop is usually all longer, the general multiple tracks that is all provided with is stitched, therefore floor there is a seam every one section, again because need the insulating requirements at each position in aluminum electrolysis process, deformation joint process is talked about improperly, exposes floor, surface layer is wherein damaged again because of high temperature, expose reinforcing bar, thus impact is produced, the personal safety of harm workman.And some deformation joint structure process have more complicated, difficulty of construction is large, high to the technical requirements of construction worker, also in a disguised form adds cost of production like this, and then likely affects its construction quality again.If therefore do not carry out the Construction treatment with concrete floor in flooring deformation joint structure, not only have impact on production, affect the production enthusiasm of workman, or the potential safety hazard in a manufacturing process.
Summary of the invention
One is the invention provides for solving the problems of the technologies described above
the architectural construction of aluminium electrolytic workshop floor deformation joint and construction method, object solves flooring in workshop to stitch heat-resisting and anti-electrocorrosion, solves the combination of electric insulation layer and refractory layer simultaneously, prevents from stitching destroying polluting and the injury of electricity leakage to human body.
Be achieved in that for reaching above-mentioned purpose the present invention
the architectural construction of aluminium electrolytic workshop floor deformation jointcomprise floor, be located at the floor topping on floor, distance between two floor toppings is greater than the distance between two floors, the top of flame retardant epoxy phenolic resins shrinkage joint plate is provided with between two floor toppings, the bottom of flame retardant epoxy phenolic resins shrinkage joint plate is located between two floors, and plate both sides, flame retardant epoxy phenolic resins shrinkage joint and floor topping junction gap position are provided with bituminous concrete.
Described flame retardant epoxy phenolic resins shrinkage joint plate is umbrella shape flame retardant epoxy phenolic resins shrinkage joint plate.
the architectural construction of aluminium electrolytic workshop floor deformation jointconstruction method, reserve the position of certain section in seam both sides during floor topping construction, umbrella shape flame retardant epoxy phenolic resins shrinkage joint plate is placed on the floor of deformation joint both sides, stay seam 10 ~ 50mm with the floor topping of both sides, plate both sides, flame retardant epoxy phenolic resins shrinkage joint and position, floor topping junction bituminous concrete tamp, compacting.
Advantage of the present invention and effect as follows:
Bituminous concrete is a kind of heat proof material preferably, and this material and umbrella shape flame retardant epoxy phenolic resins shrinkage joint plate and original flooring surface layer are combined into an entirety, overcome the gap in the past existed between deformation joint and flooring.During construction, bituminous concrete directly tamps in plate both sides, flame retardant epoxy phenolic resins shrinkage joint and position, floor topping junction, better can combine and form entirety, not only having saved cost of production but also protected environment.This way is durable, easy construction.
Accompanying drawing explanation
Fig. 1 is structural representation of the present invention.
In figure, 1, flame retardant epoxy phenolic resins shrinkage joint plate; 2, floor topping; 3, bituminous concrete; 4, floor.
Detailed description of the invention
Below in conjunction with accompanying drawing, embodiment of the present invention is described further, but protection scope of the present invention not limit by embodiment.
The present invention as shown in the figure
the architectural construction of aluminium electrolytic workshop floor deformation jointcomprise floor 4, be located at the floor topping 2 on floor 4, distance between two floor toppings 2 is greater than the distance between two floors 4, the top of flame retardant epoxy phenolic resins shrinkage joint plate 1 is provided with between two floor toppings 2, the bottom of flame retardant epoxy phenolic resins shrinkage joint plate 1 is located between two floors 4, and plate 1 both sides, flame retardant epoxy phenolic resins shrinkage joint and floor topping 2 junction gap position are provided with bituminous concrete 3.
Flame retardant epoxy phenolic resins shrinkage joint plate 1 is umbrella shape flame retardant epoxy phenolic resins shrinkage joint plate.
the architectural construction of aluminium electrolytic workshop floor deformation jointconstruction method, reserve the position of certain section in seam both sides when floor topping 2 is constructed, umbrella shape flame retardant epoxy phenolic resins shrinkage joint plate 1 is placed on the floor 4 of deformation joint both sides, seam 10 ~ 50mm is stayed with the floor topping 2 of both sides, wherein flame retardant epoxy phenolic resins shrinkage joint plate 1 height of floor more than 4 is middle is 35 ~ 65mm, two ends are 3 ~ 20mm, plate 1 bottom, flame retardant epoxy phenolic resins shrinkage joint and the every lateral extent of floor 4 deformation joint are 3 ~ 30mm, stretch into 50 ~ 200mm in floor 4 deformation joint, plate 1 both sides, flame retardant epoxy phenolic resins shrinkage joint and position, floor topping 2 junction bituminous concrete 3 tamp, compacting.
Claims (1)
1.
the architectural construction of aluminium electrolytic workshop floor deformation jointconstruction method, reserve the position of certain section in seam both sides when it is characterized in that floor topping is constructed, umbrella shape flame retardant epoxy phenolic resins shrinkage joint plate is placed on the floor of deformation joint both sides, stay seam 10 ~ 50mm with the floor topping of both sides, plate both sides, flame retardant epoxy phenolic resins shrinkage joint and position, floor topping junction bituminous concrete tamp, compacting.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201110295142.1A CN103015539B (en) | 2011-09-28 | 2011-09-28 | Deformation joint building structure for floor of aluminum electrolysis workshop and construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201110295142.1A CN103015539B (en) | 2011-09-28 | 2011-09-28 | Deformation joint building structure for floor of aluminum electrolysis workshop and construction method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103015539A CN103015539A (en) | 2013-04-03 |
| CN103015539B true CN103015539B (en) | 2015-02-25 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201110295142.1A Active CN103015539B (en) | 2011-09-28 | 2011-09-28 | Deformation joint building structure for floor of aluminum electrolysis workshop and construction method |
Country Status (1)
| Country | Link |
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| CN (1) | CN103015539B (en) |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1008460B (en) * | 1986-04-15 | 1990-06-20 | 同英外装有限会社 | Jointing apparatus for building |
| CN1146517A (en) * | 1995-04-28 | 1997-04-02 | 乔治·加布里利·萨沙里亚斯·卡特克斯托 | Sealing element for structural expansion joints |
| US6497078B1 (en) * | 1999-12-13 | 2002-12-24 | Forty Ten L.L.C. | Adhesive composition for chemically inert substrate |
| CN2893025Y (en) * | 2006-03-27 | 2007-04-25 | 沈阳铝镁设计研究院 | Floor deformation joint structure of aluminum electrolysis workshop |
| CN102116054A (en) * | 2009-12-30 | 2011-07-06 | 贵阳铝镁设计研究院 | Cast-in-place floor joint splicing structure for travelling crane |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5611181A (en) * | 1994-11-14 | 1997-03-18 | Construction Specialties, Inc. | Seismic expansion joint cover |
-
2011
- 2011-09-28 CN CN201110295142.1A patent/CN103015539B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1008460B (en) * | 1986-04-15 | 1990-06-20 | 同英外装有限会社 | Jointing apparatus for building |
| CN1146517A (en) * | 1995-04-28 | 1997-04-02 | 乔治·加布里利·萨沙里亚斯·卡特克斯托 | Sealing element for structural expansion joints |
| US6497078B1 (en) * | 1999-12-13 | 2002-12-24 | Forty Ten L.L.C. | Adhesive composition for chemically inert substrate |
| CN2893025Y (en) * | 2006-03-27 | 2007-04-25 | 沈阳铝镁设计研究院 | Floor deformation joint structure of aluminum electrolysis workshop |
| CN102116054A (en) * | 2009-12-30 | 2011-07-06 | 贵阳铝镁设计研究院 | Cast-in-place floor joint splicing structure for travelling crane |
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| Publication number | Publication date |
|---|---|
| CN103015539A (en) | 2013-04-03 |
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Effective date of registration: 20160803 Address after: 100093 Haidian District apricot stone road, No. C, block, Beijing Patentee after: Zhong Lv international project limited-liability company Address before: 110001 Heping Street, Heping District, Liaoning, Shenyang, No. 184 Patentee before: Shenyang Aluminum & Magnesium Engineering & Research Institute Co., Ltd. |