CN203213312U - Wear-resistant layer used on concrete - Google Patents
Wear-resistant layer used on concrete Download PDFInfo
- Publication number
- CN203213312U CN203213312U CN 201320211478 CN201320211478U CN203213312U CN 203213312 U CN203213312 U CN 203213312U CN 201320211478 CN201320211478 CN 201320211478 CN 201320211478 U CN201320211478 U CN 201320211478U CN 203213312 U CN203213312 U CN 203213312U
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- layer
- concrete
- wear
- resistant
- plaster
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Abstract
The utility model discloses a water-resistant layer used on concrete. The water-resistant layer comprises a plaster layer arranged on the concrete and mortar. A calendering microcrystal plate layer is arranged on the plaster layer. The wear-resistant layer is made of calendering microcrystal plate wear-resistant materials. A concrete base is made by pasting furan plaster and epoxy plaster or silicious plaster onto a calendering microcrystal plate, and an overall surface layer is formed by polishing after pointing. The wear-resistant layer is simple in structure, firm in bonding, flat in surface, good in wear-resistant performance and moderate in price, has better performance as compared with conventional materials like glass-ceramic plates and a lower price as compared with macromolecular polyethylene wear-resistant plates.
Description
Technical field
The utility model relates to a kind of for the wearing layer on the concrete.
Background technology
In the steam power station, coal receiving bunker funnel, the warehouse funnel of industrial construction such as Coal Chemical Industry factory, cement plant, electrolytic aluminium factory; rubbed for a long time with the contact surface of transporting and storing material; for protection is subjected to flour milling; way in the past has the powder anti-wear mortar, pastes granite, pastes Ceramic Tiles, pastes glass cermaic plate etc., but the abrasion resistance of these materials is not high.
The utility model content
The technical problems to be solved in the utility model provides a kind of for the wearing layer on the concrete.
The technical solution of the utility model is: a kind of for the wearing layer on the concrete, comprise the clay layer that is located on concrete and the mortar, and the clay layer is provided with calendering crystallite flaggy.
The thickness of described calendering crystallite flaggy is 12-20mm.
Described clay layer is furan mastic layer, epoxide-resin glue mud layer or siliceous clay layer.
The thickness of described clay layer is 3-5 mm.
The beneficial effects of the utility model are: calendering crystallite plate has excellent abrasive energy and long perfomance life; Face is smooth, the material specification size can be according to field condition in producer's preprocessing, and construction technology is simple; The basic unit of various materials such as suitable concrete, mortar, steel plate; Corrosion resistance and good, intensity height, shock-resistant.
The utility model adopts calendering crystallite plate high-abrasive material, and concrete base layer adopts furan mastic, epoxy mortar or siliceous clay to paste calendering crystallite plate, is polished into monolithic floor surface after the jointing.Technology is simple, and bonding is firm, surfacing, and anti-wear performance is good, and moderate, and is better than old material properties such as glass cermaic plates, lower than high-molecular polythene wear-resistant plate price.
The utility model is suitable for engineerings such as the coal warehouse, funnel of the industrial construction wear-resisting concrete surface of having relatively high expectations, especially power plant, 600,000 tons of urea coalification factories.
Description of drawings
Fig. 1 is schematic diagram of the present utility model.
The specific embodiment
A kind of for the wearing layer on the concrete, comprise the clay layer that is located on concrete and the mortar, the clay layer is provided with calendering crystallite flaggy.The thickness of described calendering crystallite flaggy is 12-20mm, and the clay layer is furan mastic layer, epoxide-resin glue mud layer or siliceous clay layer, and the thickness of clay layer is 3-5 mm.
The utility model key work is as follows:
(1) key points for operation of concrete base layer processing: attachments such as the greasy dirt on the concrete base layer, dust are cleaned out.To even out in advance exceeding the surface on the concrete base layer, reject uncompacted voids and pits concrete after, repair and maintenance with cement mortar; When substrate concrete is more smooth, should not do the bottom ash leveling layer again, cause the bulk full wafer to peel off in order to avoid form bad separation layer; Matrix surface should be hair side, phenomenons such as the peeling that do not have, crack.Should meet the construction quality requirement, the gradient and the intensity of basic unit adhere to specification, and planeness is used the 2m ruler and checked that camber is less than 5mm; Use air compressor machine that concrete surface is carried out air purge, blow clean surperficial floating dust.
(2) paste clay layer operation main points: the working face at calendering crystallite plate is beaten clay, and height should be omited in the centre, should not beat clay around the plate face.
(3) roll the key points for operation that the crystallite plate is paved: basic unit's edge veneer, need clean out, and treat to inlay veneer after its drying, the suitable row of examination earlier before paving, when paving, paving order should be by low past high, and inner corner trim place facade bulk should be pushed down the plane bulk, and external corner place plane bulk should cover the facade bulk, do not pave and the cross straight joint should occur, pave calendering crystallite plate four limits and all stay seam, stitch wide 5mm, so that form whole after the jointing; The construction of crystallite plate can adopt fissure of displacement shove method and laid dry method to construct, and the basic unit top is coated with outwash slurry limit and paves, and the thick clay of 3 ~ 5mm should be brushed in the back side of fissure of displacement paving, and setting course and mortar joint should be closely knit full, and should take measures to prevent that bulk from moving.Mix and forbid to add any material in the furans that makes, and must before initial set, use up; When at the bigger slope paving bulk sheet material of facade or angle, then need add support fixation, prevent that sheet material from moving; When basic unit's corner edge place board dimension is not enough, should be by the on-the-spot machining sheet of real size; Construction should be built smooth, does not have between adjacent liner plates in face of the boss of material movement direction; Paving is cleaned out the plate seam simultaneously.
(4) key points for operation of jointing: behind the calendering crystallite plate of every common step frame scope, then carry out jointing work, earlier that the plate seam is closely knit with the mud caulked, re-use plasterer's trowel and flatten; In time wipe clean clay and other pollutants on the plate face.
(5) key points for operation of maintenance: after the paving of calendering crystallite plate, must should prevent fires, ventilate, prevent sealing and steam contact between curing time in being higher than 15 ℃ of environment more than the maintenance 14h.
Claims (4)
1. wearing layer that is used on the concrete, it is characterized in that: comprise the clay layer that is located on concrete and the mortar, the clay layer is provided with calendering crystallite flaggy.
2. according to claim 1 for the wearing layer on the concrete, it is characterized in that: the thickness of described calendering crystallite flaggy is 12-20 mm.
3. according to claim 1 for the wearing layer on the concrete, it is characterized in that: described clay layer is furan mastic layer, epoxide-resin glue mud layer or siliceous clay layer.
4. according to claim 1 or 3 described for the wearing layer on the concrete, it is characterized in that: the thickness of described clay layer is 3-5 mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320211478 CN203213312U (en) | 2013-04-24 | 2013-04-24 | Wear-resistant layer used on concrete |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320211478 CN203213312U (en) | 2013-04-24 | 2013-04-24 | Wear-resistant layer used on concrete |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203213312U true CN203213312U (en) | 2013-09-25 |
Family
ID=49202861
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201320211478 Expired - Fee Related CN203213312U (en) | 2013-04-24 | 2013-04-24 | Wear-resistant layer used on concrete |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203213312U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109024506A (en) * | 2018-08-23 | 2018-12-18 | 中国电建集团成都勘测设计研究院有限公司 | Flow channels and its construction method for hydraulic and hydroelectric engineering |
-
2013
- 2013-04-24 CN CN 201320211478 patent/CN203213312U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109024506A (en) * | 2018-08-23 | 2018-12-18 | 中国电建集团成都勘测设计研究院有限公司 | Flow channels and its construction method for hydraulic and hydroelectric engineering |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130925 Termination date: 20180424 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |