CN201748046U - Glass steel pipe lined with reinforced concrete - Google Patents
Glass steel pipe lined with reinforced concrete Download PDFInfo
- Publication number
- CN201748046U CN201748046U CN2010202743538U CN201020274353U CN201748046U CN 201748046 U CN201748046 U CN 201748046U CN 2010202743538 U CN2010202743538 U CN 2010202743538U CN 201020274353 U CN201020274353 U CN 201020274353U CN 201748046 U CN201748046 U CN 201748046U
- Authority
- CN
- China
- Prior art keywords
- reinforced concrete
- protective layer
- outer protective
- layer
- glass steel
- 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
Links
- 239000011150 reinforced concrete Substances 0.000 title claims abstract description 12
- 229910000831 Steel Inorganic materials 0.000 title abstract description 7
- 239000010959 steel Substances 0.000 title abstract description 7
- 239000011521 glass Substances 0.000 title abstract 5
- 239000011241 protective layer Substances 0.000 claims abstract description 20
- 239000010410 layer Substances 0.000 claims abstract description 13
- 239000004567 concrete Substances 0.000 claims description 10
- 238000010276 construction Methods 0.000 abstract description 5
- 238000005260 corrosion Methods 0.000 abstract description 5
- 239000002131 composite material Substances 0.000 abstract description 4
- 230000001681 protective Effects 0.000 abstract 1
- 238000000034 method Methods 0.000 description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 3
- 229910001018 Cast iron Inorganic materials 0.000 description 2
- 229920002430 Fibre-reinforced plastic Polymers 0.000 description 2
- 239000004568 cement Substances 0.000 description 2
- 229920001903 high density polyethylene Polymers 0.000 description 2
- 239000004700 high-density polyethylene Substances 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 239000004033 plastic Substances 0.000 description 2
- 229920003023 plastic Polymers 0.000 description 2
- 241000894006 Bacteria Species 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 230000000875 corresponding Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000835 fiber Substances 0.000 description 1
- 239000011210 fiber-reinforced concrete Substances 0.000 description 1
- 239000011151 fibre-reinforced plastic Substances 0.000 description 1
- 239000011152 fibreglass Substances 0.000 description 1
- 239000003365 glass fiber Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000009428 plumbing Methods 0.000 description 1
- 238000004642 transportation engineering Methods 0.000 description 1
Abstract
The utility model provides a glass steel pipe lined with reinforced concrete, which belongs to the field of composite pipes, and structurally comprises a pipe body, the interior of the pipe body is a cavity channel, the pipe body is formed by compounding an inner liner layer with an outer protective layer, the inner liner layer is sheathed in the outer protective layer, the inner liner layer comprises at least one glass steel layer, the outer protective layer comprises at least one reinforced concrete layer, the outer diameter of the outer protective layer is taken as the outer surface of the pipe body, and the inner diameter of the inner liner layer is taken as the inner wall surface of the pipe body. The glass steel pipe lined with the reinforced concrete has simple structure and high corrosion resistance, does not need to take any protective measure, and is long in service life, and can meet different construction requirements. For the glass steel pipe lined with the reinforced concrete, the reliability, the advancement and the economy of a pipeline section can be upgraded to a new level, thereby being a novel energy-saving and environment-friendly product.
Description
Technical field
The utility model belongs to the water supply and sewerage pipeline technical field, specifically relates to a kind ofly be composited environmental protection, tubing corrosion-resistant, energy-efficient, with low cost by glass fibre reinforced plastics and reinforced concrete floor.
Background technique
In the engineering construction of current every plumbing, modal pipeline mainly contains cement pipe, cast iron tube, steel pipe, aluminium-plastic composite pipe, high density polyethylene pipe and Glass Steel Tube etc.In these conduit types, cement pipe intensity is low, and density is big, and tube wall easily grows the bacterium that water quality is had pollution, stops using at present; And cast iron tube, steel pipe are not corrosion-resistant, the cost height, and weight is big, is difficult for transportation; Aluminium-plastic composite pipe just is used for small-bore cold water pipe, and its size has only 40 usually---60mm, and cost of production is very high; The intensity of high density polyethylene pipe is low, and is not high pressure resistant, and distortion is big, the cost height, and dexterous every length has only 2---3m, install inconvenience.The fiber reinforced plastic pipe specific strength, aspect excellent performances such as decay resistance, but cost is very high and installation requirement is high, and certain restriction is also arranged in the use.
And the tubing of selecting engineering to use not only will be considered technology, the reliability of quality, and advance also will be considered its Economy.But in the comprehensive above-mentioned cited kind of tube types, no matter be to select any tubing for use, all can't reach best requirement, and in the later stage that engineering construction finishes, the cycle in its working life is shorter, operation and maintenance cost is high, and this is the reason that causes the cost of present every pipework construction to hit new peak repeatly, does not also meet the fundamental state policy of the sustainable development that China formulates.
Summary of the invention
At the existing problem of background technique, the utility model is designed a kind of environmental protection of simple in structure, reasonable in design, good airproof performance, frp lining concrete reinforced pipe corrosion-resistant, energy-efficient, with low cost.
For achieving the above object, the technical solution of the utility model is: a kind of frp lining concrete reinforced pipe belongs to composite pipe.Structure comprises a body, in the body is cavity passage, body is composited by inside liner and outer protective layer, inside liner is set in the inside of outer protective layer, inside liner comprises the frp layer of one deck at least, outer protective layer comprises that one deck is by the reinforced concrete floor of concrete and reinforced concrete combination at least, and the external diameter of outer protective layer is the outer surface of body, and the internal diameter of inside liner is the internal face of body.
By such design, the utility model has effectively solved the rigidity and the unmatched problem of intensity of pure fiber fw frp structural pipe wall, when improving pipeline rigidity, reduce manufacture cost, and inner-walls of duct is smooth, on-way resistance is little, freight and maintenance cost are low, and environmental protection is corrosion-resistant, energy-efficient, and its comprehensive economy is with the obvious advantage.
Description of drawings
Fig. 1 is a structural perspective of the present utility model;
Fig. 2 is structure master's pseudosection of the present utility model.
Among the figure, 1, body, 2, outer protective layer, 3, inside liner.
Embodiment
Extremely shown in Figure 2 according to Fig. 1, middle body 1 for cavity passage is by inside liner 3 and outer protective layer 2 bonding being composited, inside liner 3 adopts the glass fiber reinforced plastic layer of simple layer, it is frp layer, the thickness of this frp layer reaches 2.5mm, inner face is a smooth surface, outer protective layer 2 adopts the reinforced concrete floor of simple layer, this reinforced concrete floor is mixed by concrete and reinforced concrete, because the internal diameter of inside liner 3 is less than the internal diameter of outer protective layer 2, the external diameter of inside liner 3 is less than the external diameter of outer protective layer 2, the internal diameter of the external diameter of inside liner 3 and outer protective layer 3 is corresponding to the same, inside liner 3 can rely on self rigidity and stiffening rib directly to embed the inside of outer protective layer 2 and be adhesively fixed, and the external diameter of outer protective layer 2 is as the outer surface of body 1, and the internal diameter of inside liner 3 is as the internal face of body 1.
The utility model overall weight is light, has avoided the generation of the uneven settlement phenomenon of whole piece pipeline in very abominable edatope, and the inner wall smooth flow of body is big, can be connected with other tubing easily, to satisfy different construction requirements.
According to technique scheme; those skilled in the art according to actual needs; also can design the pipeline of more different structure forms; but the foregoing description is only enumerated for explanation the utility model; be not to be used to limit the utility model; the structure of any effects equivalent based on the conversion of the technical program institute all belongs to protection domain of the present utility model.
Claims (4)
1. a frp lining concrete reinforced pipe comprises a body, it is characterized in that: be cavity passage in the body, body is composited by inside liner and outer protective layer, and inside liner is set in the inside of outer protective layer.
2. frp lining concrete reinforced pipe according to claim 1 is characterized in that: described inside liner comprises the frp layer of one deck at least.
3. frp lining concrete reinforced pipe according to claim 1 is characterized in that: described outer protective layer comprises that one deck is by the reinforced concrete floor of concrete and reinforced concrete mixing at least.
4. frp lining concrete reinforced pipe according to claim 1 is characterized in that: the external diameter of described outer protective layer is the outer surface of body, and the internal diameter of inside liner is the internal face of body.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010202743538U CN201748046U (en) | 2010-07-28 | 2010-07-28 | Glass steel pipe lined with reinforced concrete |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010202743538U CN201748046U (en) | 2010-07-28 | 2010-07-28 | Glass steel pipe lined with reinforced concrete |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201748046U true CN201748046U (en) | 2011-02-16 |
Family
ID=43582724
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010202743538U Expired - Fee Related CN201748046U (en) | 2010-07-28 | 2010-07-28 | Glass steel pipe lined with reinforced concrete |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201748046U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103470871A (en) * | 2013-10-08 | 2013-12-25 | 苏州新区华士达工程塑胶有限公司 | Novel steel pipe with plastic sleeve |
| CN103542249A (en) * | 2013-10-15 | 2014-01-29 | 江苏常盛管业有限公司 | Seamless steel tube with small water flow resistance |
| CN103628556A (en) * | 2012-08-20 | 2014-03-12 | 李然 | Urban and rural high-pressure water discharging system capable of preventing back flow |
| CN103851279A (en) * | 2012-12-03 | 2014-06-11 | 合肥杰事杰新材料股份有限公司 | Thermoplastic polypropylene fiber-reinforced plastic pipe liner and producing method thereof |
-
2010
- 2010-07-28 CN CN2010202743538U patent/CN201748046U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103628556A (en) * | 2012-08-20 | 2014-03-12 | 李然 | Urban and rural high-pressure water discharging system capable of preventing back flow |
| CN103851279A (en) * | 2012-12-03 | 2014-06-11 | 合肥杰事杰新材料股份有限公司 | Thermoplastic polypropylene fiber-reinforced plastic pipe liner and producing method thereof |
| CN103470871A (en) * | 2013-10-08 | 2013-12-25 | 苏州新区华士达工程塑胶有限公司 | Novel steel pipe with plastic sleeve |
| CN103542249A (en) * | 2013-10-15 | 2014-01-29 | 江苏常盛管业有限公司 | Seamless steel tube with small water flow resistance |
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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: 20110216 Termination date: 20140728 |
|
| EXPY | Termination of patent right or utility model |