CN201770922U - Air cushion transporting epoxy terrace - Google Patents
Air cushion transporting epoxy terrace Download PDFInfo
- Publication number
- CN201770922U CN201770922U CN2010205310798U CN201020531079U CN201770922U CN 201770922 U CN201770922 U CN 201770922U CN 2010205310798 U CN2010205310798 U CN 2010205310798U CN 201020531079 U CN201020531079 U CN 201020531079U CN 201770922 U CN201770922 U CN 201770922U
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- China
- Prior art keywords
- layer
- epoxy
- air cushion
- leveling surface
- mortar
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- 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 - Lifetime
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- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
- Road Paving Structures (AREA)
Abstract
The utility model discloses an air cushion transporting epoxy terrace, belonging to the air cushion transporting ground field and including a concrete layer and an epoxy self-leveling surface; the epoxy self-leveling surface is arranged on the upper portion of the concrete layer; and a high penetration epoxy priming paint layer, an epoxy mortar layer, a glass fiber reinforced plastic layer and a mortar leveling layer are arranged between the concrete layer and the epoxy self-leveling surface in order. Compared with the prior art, the air cushion transporting epoxy terrace will not cause ground crack or ground unflatness so as to avoid phenomena of operation failure or anchorage of the air cushion transport means and leads the air cushion transport means to be smooth in operation, thus having good popularization and application value.
Description
Technical field
The utility model relates to a kind of cushion transport terrestrial world, especially a kind of cushion transport epoxide terrace.
Background technology
Present employed cushion transport epoxide terrace very easily produces with basic unit and peels off, ftractures under the air-cushion vehicle airflow is impacted, and air-cushion vehicle can not move.And existing epoxide terrace structure is single, can not guarantee planeness, hinders operation, causes air cushion to lose heart, and the air cushion instrument can not move.At present, good solution is not also arranged.
The utility model content
Technical assignment of the present utility model is to provide a kind of cushion transport epoxide terrace at above-mentioned deficiency of the prior art, this cushion transport epoxide terrace has can not cause ground cracking or ground out-of-flatness, thereby avoided the air-cushion vehicle phenomenon of can't moving or cast anchor, made air-cushion vehicle smoothly, not hinder the characteristics of operation.
The technical scheme that its technical problem that solves the utility model adopts is: it comprises layer of concrete and epoxy self-leveling surface layer, described epoxy self-leveling surface layer is arranged on the top of layer of concrete, is disposed with high infiltration epoxy primer layer, epoxy mortar layer, frp layer and mortar levelling layer between described layer of concrete and the epoxy self-leveling surface layer.
Described epoxy mortar layer is a load glass fiber reinforcement epoxy screed.
Cushion transport epoxide terrace of the present utility model is compared with prior art, has following outstanding beneficial effect: increased crack resistance and compressive strength, can not cause ground cracking or ground out-of-flatness, thereby avoided the air-cushion vehicle phenomenon of can't moving or cast anchor, make air-cushion vehicle smoothly, not hinder operation, characteristics such as easy to use.
Description of drawings
Accompanying drawing 1 is the main TV structure schematic diagram of cushion transport epoxide terrace;
Description of reference numerals: 1, layer of concrete, 2, high infiltration epoxy primer layer, 3, the epoxy mortar layer, 4, frp layer, 5, the mortar levelling layer, 6, the epoxy self-leveling surface layer.
The specific embodiment
With reference to explaining below 1 pair of cushion transport epoxide terrace work of the present utility model of Figure of description.
Cushion transport epoxide terrace of the present utility model, its structure comprises layer of concrete 1 and epoxy self-leveling surface layer 6, described epoxy self-leveling surface layer 6 is arranged on the top of layer of concrete 1, is disposed with high infiltration epoxy primer layer 2, epoxy mortar layer 3, frp layer 4 and mortar levelling layer 5 between described layer of concrete 1 and the epoxy self-leveling surface layer 6.
Described epoxy mortar layer 3 is load glass fiber reinforcement epoxy screed.
2 layers of adhesive power of described high infiltration epoxy primer with enhancing with layer of concrete 1; Described epoxy mortar layer 3 is resin, quartz sand, short glass fiber mixing, paves, and uses the special-purpose machinery compacting, and levelling has increased compressive strength and crack resistance; Described frp layer 4 is that resin and glass fabric mix, and has increased crack resistance; Described mortar levelling layer 5 has increased planeness for mixing the super plane earth of levelling that paves with resin and quartz sand; Described epoxy self-leveling surface layer 6 is used for smooth going and slides.
Elder generation is with the processing base level sandblast of layer of concrete 1; The roller coating height permeates epoxy primer layer 2 then; Be mixed into epoxy mortar layer 3 with resin, quartz sand, short glass fiber again, pave, use the special-purpose machinery compacting, levelling; Do frp layer 4 with resin and glass fabric; Be mixed into mortar levelling layer 5 with resin and quartz sand, the super plane earth of the levelling that paves; Last blade coating epoxy self-leveling surface layer 6.
Except that the described technical characterictic of manual, be the known technology of those skilled in the art.
Claims (2)
1. cushion transport epoxide terrace, comprise layer of concrete and epoxy self-leveling surface layer, described epoxy self-leveling surface layer is arranged on the top of layer of concrete, it is characterized in that: be disposed with high infiltration epoxy primer layer, epoxy mortar layer, frp layer and mortar levelling layer between described layer of concrete and the epoxy self-leveling surface layer.
2. cushion transport epoxide terrace according to claim 1 is characterized in that: described epoxy mortar layer is a load glass fiber reinforcement epoxy screed.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2010205310798U CN201770922U (en) | 2010-09-16 | 2010-09-16 | Air cushion transporting epoxy terrace |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2010205310798U CN201770922U (en) | 2010-09-16 | 2010-09-16 | Air cushion transporting epoxy terrace |
Publications (1)
Publication Number | Publication Date |
---|---|
CN201770922U true CN201770922U (en) | 2011-03-23 |
Family
ID=43750765
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN2010205310798U Expired - Lifetime CN201770922U (en) | 2010-09-16 | 2010-09-16 | Air cushion transporting epoxy terrace |
Country Status (1)
Country | Link |
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CN (1) | CN201770922U (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103510684A (en) * | 2013-10-11 | 2014-01-15 | 广州市设计院 | Colored microcrystalline floor and construction method thereof |
JP2019196583A (en) * | 2018-05-07 | 2019-11-14 | 日本製鉄株式会社 | Repair structure of bridge |
-
2010
- 2010-09-16 CN CN2010205310798U patent/CN201770922U/en not_active Expired - Lifetime
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103510684A (en) * | 2013-10-11 | 2014-01-15 | 广州市设计院 | Colored microcrystalline floor and construction method thereof |
CN103510684B (en) * | 2013-10-11 | 2017-11-03 | 广州市设计院 | A kind of colored microlite terrace and its construction method |
JP2019196583A (en) * | 2018-05-07 | 2019-11-14 | 日本製鉄株式会社 | Repair structure of bridge |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CX01 | Expiry of patent term | ||
CX01 | Expiry of patent term |
Granted publication date: 20110323 |