CN202901564U - Corrosion-resistant concrete composite pipeline - Google Patents
Corrosion-resistant concrete composite pipeline Download PDFInfo
- Publication number
- CN202901564U CN202901564U CN 201220588157 CN201220588157U CN202901564U CN 202901564 U CN202901564 U CN 202901564U CN 201220588157 CN201220588157 CN 201220588157 CN 201220588157 U CN201220588157 U CN 201220588157U CN 202901564 U CN202901564 U CN 202901564U
- Authority
- CN
- China
- Prior art keywords
- layer
- concrete
- reinforced plastic
- corrosion
- glass reinforced
- 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 - Lifetime
Links
- 238000005260 corrosion Methods 0.000 title claims abstract description 16
- 239000002131 composite material Substances 0.000 title abstract description 5
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 claims abstract description 18
- 239000006004 Quartz sand Substances 0.000 claims abstract description 10
- 238000004804 winding Methods 0.000 claims description 22
- 239000000835 fiber Substances 0.000 claims description 15
- 239000011521 glass Substances 0.000 claims description 15
- 238000000034 method Methods 0.000 claims description 6
- 239000004033 plastic Substances 0.000 claims description 3
- 229920003023 plastic Polymers 0.000 claims description 3
- 239000011152 fibreglass Substances 0.000 abstract 10
- 230000002035 prolonged Effects 0.000 abstract 1
- 239000004576 sand Substances 0.000 description 4
- 239000000377 silicon dioxide Substances 0.000 description 4
- 239000003365 glass fiber Substances 0.000 description 3
- 239000010865 sewage Substances 0.000 description 3
- 229920002430 Fibre-reinforced plastic Polymers 0.000 description 2
- 239000007788 liquid Substances 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 230000003014 reinforcing Effects 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000002950 deficient Effects 0.000 description 1
- 238000004880 explosion Methods 0.000 description 1
- 239000011151 fibre-reinforced plastic Substances 0.000 description 1
- 238000009114 investigational therapy Methods 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 239000011800 void material Substances 0.000 description 1
Abstract
The utility model discloses a corrosion-resistant concrete composite pipeline. The corrosion-resistant concrete composite pipeline comprises a concrete layer, an inner glass reinforced plastic layer is arranged on the inner wall of the concrete layer, an outer glass reinforced plastic layer is arranged on the outer wall of the concrete layer, a quartz sand layer is arranged between the inner glass reinforced plastic layer and the concrete layer, another quartz sand layer is arranged between the outer glass reinforced plastic layer and the concrete layer, and a corrosion-resistant layer is arranged outside the inner glass reinforced plastic layer and the outer glass reinforced plastic layer. The glass reinforced plastic layers are arranged in the concrete layer, and quartz sand is filled among the outer walls of the glass reinforced plastic layers and the inner wall of the concrete layer and can tightly connect the glass reinforced plastic layers with the concrete layer into a whole, so that the integral pipe is guaranteed to have excellent mechanical performance. Meanwhile, the corrosion-resistant layer is arranged outside the inner and outer glass reinforced plastic layers, so that the service life of the concrete composite pipeline can be prolonged.
Description
Technical field
The utility model relates to the conveyance conduit for liquid, particularly a kind of anti-corrosion concrete multiple tube that is used for the supply and drain water system of sewage in factory and city.
Background technique
In the sewage supply and drain water system that factory and city are used, generally be to use concrete duct, for also using steel reinforcing in the large-scale concrete duct, cost is lower.But owing in the concrete member slight void is arranged, so its impermeabilisation ability, reinforcing bar sewage medium-term and long-term soak produce rot, intensity and working life that expansion, explosion destroy pipeline, there is the liquid of contaminativity also can be penetrated into pipeline outer wall for conveying, pollute, and this inner-walls of duct is coarse, adheres to easily, accumulating over a long period makes the pipeline constriction in flow area, reduces negotiability.Although can solve with the pipeline of glass fibre reinforced plastics, if the too thin bearing capacity that can affect pipeline of fiber reinforced plastic pipe wall, especially bigbore pipeline; If increase pipeline wall thickness manufacture cost is improved greatly, seem not too economical.
The model utility content
Therefore, the utility model proposes a kind of anti-corrosion concrete multiple tube, can eliminate fully because the restriction of prior art and one or more problems that defective causes.
The utility model additional advantage, purpose and characteristic, a part will be elucidated in the following description, and another part will be significantly for those of ordinary skill in the art by the investigation to following explanation or acquire from enforcement of the present utility model.Can realize and obtain the utility model purpose and advantage by the structure of in the specification of literal and claims and accompanying drawing, pointing out especially.
The utility model provides a kind of anti-corrosion concrete multiple tube, comprise concrete layer, inwall at described concrete layer is provided with interior frp layer, outer wall at described concrete layer is provided with the firm layer of outer glass, between the firm layer of interior glass and concrete layer, be provided with quartz sand layer, also be provided with quartz sand layer between the firm layer of glass and the concrete layer outside, and just be provided with anticorrosive coat in a layer outside at interior frp layer and outer glass.
Preferably, described outer frp layer is made by winding process.
Preferably, described outer frp layer is made of several hoop fiber winding layers, or is made of several hoop fiber winding layers and cross fiber winding layer, or is made of several hoop fiber winding layers and axial direction fibre winding layer.
Preferably, described anticorrosive coat is plastic tube.
The utility model is arranged on frp layer in the concrete layer, and between the inwall of the outer wall of frp layer and concrete layer filling silica sand, by silica sand frp layer and concrete layer are combined closely into an integral body, guarantee that pipeline integral body has good mechanical property, simultaneously, just be provided with anticorrosive coat in layer outside at interior frp layer and outer glass, can improve the working life of concrete composite pipeline.
Description of drawings
Fig. 1 is the structural representation according to the utility model embodiment's anti-corrosion concrete multiple tube.
Embodiment
With reference to the accompanying drawings the utility model is described more fully, exemplary embodiment of the present utility model wherein is described.
As shown in Figure 1, anti-corrosion concrete multiple tube provided by the utility model comprises that just layer 10 and concrete layer 20 are composited by glass, wherein, frp layer is divided into interior frp layer and the firm layer of outer glass, and just be provided with the anticorrosive coat (not shown) in layer outside at interior frp layer and outer glass, described anticorrosive coat is plastic tube.Outer frp layer is made by winding process.The said winding process of the utility model refers to, the hoop by glass fibre or glasscloth twines, hoop winding or cross winding or hoop twines and axially twine glass fibre or the glasscloth winding process that the number of plies, thickness and the sequencing that make outer frp layer reach required mechanical property.
The technical solution of the utility model makes the firm layer concrete multiple tube of glass have good mechanical property, high corrosion resistance, low flow resistance and low manufacture cost by at inside and outside interior frp layer and the firm layer of outer glass of arranging respectively of concrete layer.Concrete, described outer frp layer is made of several hoop fiber winding layers, or is made of several hoop fiber winding layers and cross fiber winding layer, or is made of several hoop fiber winding layers and axial direction fibre winding layer.
Also be provided with quartz sand layer 30 between the firm layer 10 of glass and concrete layer 20, the two combines closely into an integral body by quartz sand layer 30.Concrete, at first make frp layer, at the frp layer setting up period, apply a certain amount of silica sand at its outer surface, make the frp layer after the moulding have more coarse foreign currency, then make the concrete layer of combining closely with frp layer at the frp layer outer wall, by the quartz sand layer that silica sand forms frp layer 10 and concrete layer 20 are combined closely into an integral body.
Above content only is preferred embodiment of the present utility model, for those of ordinary skill in the art, according to thought of the present utility model, all will change in specific embodiments and applications, this description should not be construed as restriction of the present utility model.
Claims (4)
1. anti-corrosion concrete multiple tube, comprise concrete layer, it is characterized in that, inwall at described concrete layer is provided with interior frp layer, outer wall at described concrete layer is provided with the firm layer of outer glass, between the firm layer of interior glass and concrete layer, be provided with quartz sand layer, also be provided with quartz sand layer between the firm layer of glass and the concrete layer outside, and just be provided with anticorrosive coat in a layer outside at interior frp layer and outer glass.
2. anti-corrosion concrete multiple tube according to claim 1 is characterized in that, described outer frp layer is made by winding process.
3. anti-corrosion concrete multiple tube according to claim 2, it is characterized in that, described outer frp layer is made of several hoop fiber winding layers, or is made of several hoop fiber winding layers and cross fiber winding layer, or is made of several hoop fiber winding layers and axial direction fibre winding layer.
4. anti-corrosion concrete multiple tube according to claim 1 is characterized in that, described anticorrosive coat is plastic tube.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220588157 CN202901564U (en) | 2012-11-09 | 2012-11-09 | Corrosion-resistant concrete composite pipeline |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220588157 CN202901564U (en) | 2012-11-09 | 2012-11-09 | Corrosion-resistant concrete composite pipeline |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202901564U true CN202901564U (en) | 2013-04-24 |
Family
ID=48122235
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220588157 Expired - Lifetime CN202901564U (en) | 2012-11-09 | 2012-11-09 | Corrosion-resistant concrete composite pipeline |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202901564U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103557379A (en) * | 2013-11-13 | 2014-02-05 | 武汉理工大学 | High-rigidity composite tube manufactured through vertical vibration molding and manufacturing method thereof |
| CN106247030A (en) * | 2016-08-15 | 2016-12-21 | 中国石油大学(北京) | A kind of novel Land petroleum delivery combined tube |
-
2012
- 2012-11-09 CN CN 201220588157 patent/CN202901564U/en not_active Expired - Lifetime
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103557379A (en) * | 2013-11-13 | 2014-02-05 | 武汉理工大学 | High-rigidity composite tube manufactured through vertical vibration molding and manufacturing method thereof |
| CN103557379B (en) * | 2013-11-13 | 2015-12-09 | 武汉理工大学 | Shaping high rigidity composite pipe of a kind of vertical vibrating and preparation method thereof |
| CN106247030A (en) * | 2016-08-15 | 2016-12-21 | 中国石油大学(北京) | A kind of novel Land petroleum delivery combined tube |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN203080800U (en) | FRP (Fiber Reinforce Plastic)-concrete-steel tube hollow column | |
| CN201255273Y (en) | Concrete glass fibre reinforced plastic compound tube | |
| CN202901564U (en) | Corrosion-resistant concrete composite pipeline | |
| CN205036977U (en) | Reinforced concrete and glass reinforced plastic composite pipe | |
| CN203052006U (en) | Large-caliber liner-pasting stainless composited steel pipe | |
| CN201748046U (en) | Glass steel pipe lined with reinforced concrete | |
| CN103557379A (en) | High-rigidity composite tube manufactured through vertical vibration molding and manufacturing method thereof | |
| CN204004863U (en) | A kind of high pressure steel wire network framework polyethylene compound pipe | |
| CN202432137U (en) | Mortar pipeline wound by glass reinforced plastics | |
| CN202852223U (en) | Steel bar reinforced glass fiber reinforced plastic composite tube | |
| CN205314126U (en) | FRP pipe corridor | |
| CN201028161Y (en) | Concrete composite pipeline | |
| CN201354891Y (en) | Plastic wound structural wall pipe | |
| CN203162370U (en) | Water drainage pipe with high strength and double flatted surfaces | |
| CN203927127U (en) | A kind of low density lightweight UPVC tubing | |
| CN103322337B (en) | A kind of insulating plastic pipe pipeline | |
| CN208268567U (en) | A kind of glass reinforced plastic composite concrete push pipe | |
| CN206943603U (en) | A kind of composite pipe with structure of steel wire | |
| CN102452539A (en) | Horizontal composite container | |
| CN203322524U (en) | Heat-insulating plastic pipe | |
| CN201954126U (en) | Glass fiber reinforced plastic pipeline with pipe wall hollow reinforcing structure | |
| CN203202439U (en) | Thermal-insulation heating pipeline made of composites | |
| CN104197117A (en) | Large-caliber composite steel tube with observation hole | |
| CN204692787U (en) | Steel concrete composite glass steel pipe | |
| CN207661234U (en) | A kind of glass fiber reinforced plastic sand-inclusion pipeline of improved structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20130424 |
|
| CX01 | Expiry of patent term |