CN203006188U - High pressure resistance nonmetal structure inner supporting product for underground storage tank container - Google Patents
High pressure resistance nonmetal structure inner supporting product for underground storage tank container Download PDFInfo
- Publication number
- CN203006188U CN203006188U CN2012207060090U CN201220706009U CN203006188U CN 203006188 U CN203006188 U CN 203006188U CN 2012207060090 U CN2012207060090 U CN 2012207060090U CN 201220706009 U CN201220706009 U CN 201220706009U CN 203006188 U CN203006188 U CN 203006188U
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- China
- Prior art keywords
- storage tank
- glass fiber
- tank container
- underground storage
- layer
- 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
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- 238000003860 storage Methods 0.000 title claims abstract description 41
- 229910052755 nonmetal Inorganic materials 0.000 title claims abstract description 20
- 239000003365 glass fiber Substances 0.000 claims abstract description 22
- 239000000805 composite resin Substances 0.000 claims abstract description 15
- 229920000642 polymer Polymers 0.000 claims abstract description 9
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 9
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 claims abstract description 8
- 239000004744 fabric Substances 0.000 claims abstract description 7
- 238000004804 winding Methods 0.000 claims abstract description 7
- 230000006835 compression Effects 0.000 claims description 18
- 238000007906 compression Methods 0.000 claims description 18
- 239000011152 fibreglass Substances 0.000 claims description 18
- 150000001875 compounds Chemical class 0.000 claims description 2
- 239000000203 mixture Substances 0.000 claims description 2
- 239000002184 metal Substances 0.000 abstract description 11
- 229910052751 metal Inorganic materials 0.000 abstract description 11
- 239000000463 material Substances 0.000 abstract description 10
- 238000005260 corrosion Methods 0.000 abstract description 6
- 239000011521 glass Substances 0.000 abstract description 6
- 238000004519 manufacturing process Methods 0.000 abstract description 5
- 239000011347 resin Substances 0.000 abstract description 3
- 229920005989 resin Polymers 0.000 abstract description 3
- 229910000831 Steel Inorganic materials 0.000 abstract description 2
- 239000010959 steel Substances 0.000 abstract description 2
- 239000006004 Quartz sand Substances 0.000 abstract 2
- 238000003889 chemical engineering Methods 0.000 abstract 1
- 230000002035 prolonged effect Effects 0.000 abstract 1
- 239000002994 raw material Substances 0.000 abstract 1
- 239000004033 plastic Substances 0.000 description 11
- 229920003023 plastic Polymers 0.000 description 11
- 230000009471 action Effects 0.000 description 5
- 238000005516 engineering process Methods 0.000 description 5
- 230000007797 corrosion Effects 0.000 description 4
- 239000002131 composite material Substances 0.000 description 3
- 210000003608 fece Anatomy 0.000 description 3
- 239000010871 livestock manure Substances 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 230000002421 anti-septic effect Effects 0.000 description 2
- 230000008859 change Effects 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 230000007547 defect Effects 0.000 description 2
- 230000007246 mechanism Effects 0.000 description 2
- 239000007769 metal material Substances 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 238000003825 pressing Methods 0.000 description 2
- 239000007921 spray Substances 0.000 description 2
- 241001331845 Equus asinus x caballus Species 0.000 description 1
- 229920002430 Fibre-reinforced plastic Polymers 0.000 description 1
- 239000000654 additive Substances 0.000 description 1
- 230000000996 additive effect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000004069 differentiation Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000003912 environmental pollution Methods 0.000 description 1
- 239000011151 fibre-reinforced plastic Substances 0.000 description 1
- 239000002657 fibrous material Substances 0.000 description 1
- 150000002739 metals Chemical class 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
- 229920003217 poly(methylsilsesquioxane) Polymers 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 239000010865 sewage Substances 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 239000000758 substrate Substances 0.000 description 1
Images
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A20/00—Water conservation; Efficient water supply; Efficient water use
Landscapes
- Filling Or Discharging Of Gas Storage Vessels (AREA)
Abstract
Provided is a high pressure resistance nonmetal structure inner supporting product for an underground storage tank container. A glass fiber cloth structural layer and a resin polymer layer form a glass fiber resin composite layer. The glass fiber cloth structural layer comprises a glass fiber winding yarn structural layer or a glass fiber checked cloth structural layer. Two glass fiber resin composite layers form one group, and a quartz sand structural layer is sandwiched between the two glass fiber resin composite layers. The inside and the outside of the high pressure resistance nonmetal structure inner supporting product are not provided with any metal structural material and are not wrapped with any metal structural material. Quartz sand resin polymer or glass steel bar material glass fiber polymer is pre-formed in a specific die device or a clamp through various production modes, the anti-corrosion performance of underground water storage, underground chemical engineering storage and corrosive medium storage is improved, compressive strength of the underground storage tank container can be improved, and the service life of the underground storage tank container can be prolonged. In addition, the consistency of raw materials for producing storage tanks is ensured, and the bonding durability of a production process of the product is guaranteed.
Description
Technical field
The utility model relates to the goods such as fiberglass-reinforced plastic underground storage tank, buried sewage disposal device container, pipeline, relates in particular to a kind of underground storage tank container inner support goods.
Background technology
Buried glass-felt plastic petrochemical complex container storage tank
,middle water reuse, the buried tank of rainwater-collecting, buried glass toughening manure pit, producer does thin for Cost reduction by the tank body wall thickness, but do not resist the weight risk of tank body top earthing or mule carriage, for improving its tank body critical external compressive resistance ability after buried, a lot of producers are at the inner prefabricated metal structure bearing ring that adds of goods, metal support structure glass-felt plastic parcel shifting board, because of underground storage tank, the septic tank interior media all has serious erosion-corrosion, although done the Corrosion Protection of Fiber Reinforced Plastics processing in metal surface, but because of surface parcel glass-felt plastic not in place, the metal support member that interiors of products adds is used less than how long destroying with regard to corrosion, make underground storage tank or septic tank can't reach the effect of the buried pressurized of opposing and dielectric corrosion, reduced chemical storage tank, the service life that glass toughening manure pit is buried, the product operating cycles is shortened, increased the probability of occurrence of environmental pollution, increased the integrated cost of applying unit duplicate construction.
Summary of the invention
The deficiency existed for overcoming above prior art, the utility model provides that a kind of outer pressure resistance is high, creep resistant distortion ability strong, can for a long time anti-all kinds of dielectric corrosions, the high resistance to compression nonmetal structure inner support goods for the underground storage tank container in prolongation underground storage tank vessel safety service life.
The technical solution of the utility model is: comprise body, the fiberglass resin composite bed that the cross section of body is structure of glass fiber cloth layer and the compound composition of resinous polymer layer; Described structure of glass fiber cloth layer is glass fiber winding yarn Structural layer or glass fibre woven roving Structural layer.
Fiberglass resin composite bed described in the utility model is two-layer is one group, two-layer fiberglass resin composite bed therebetween quarz sand Structural layer.
The structure of body described in the utility model is annular arrangement.
The structure of body described in the utility model is circular plate type, and the body of described circular plate type is provided with three above water conservancy diversion circular holes.
The water conservancy diversion circular hole that water conservancy diversion circular hole described in the utility model is different-diameter.
Underground storage tank container of the present utility model is divided into inside support ring, inner support shifting board, circular inner support baffle plate etc. with high resistance to compression nonmetal structure inner support goods because structure is different with purposes.
For solving at present the buried fiberglass-reinforced glass storage tank container of application on the market, the inner prefabricated metal structure of glass toughening manure pit inside support ring, metal support structure inner support shifting board, antiseptic property is poor, the defect that service life is short, the utility model is according to the different vessels tank diameter, volume size, the buried depth, the different requirements such as compressive strength size, design its wall thickness by special-purpose mechanics infrastructure software, action, spacing between built-in, on specific mould by the copolymerized different-thickness that forms of associated materials, the glass fiber reinforced plastics composite material inner support goods of different actions, glass fiber reinforced plastics composite material inner support goods of the present utility model comprise different-thickness, the glass fiber reinforced plastics composite material inside support ring reinforced rib of different actions, according to the different different materials that arrange that require of the buried compressive strength of the buried container storage tank of difference, circular inner support baffle plate or the shifting board of different glass steel complex fiber material, inside support ring and pure glass-felt plastic circular inner support baffle plate or shifting board.Be installed on not co-content, different-diameter, different length, different resistance to compression storage tank, septic tank inside, to improve the critical external compressive resistance ability of goods tank body, the utility model internal-external wraps up without any structural metallic materials, make up glass-felt plastic and wrap up the poor defect of the prefabricated inside support ring antiseptic property of metal construction not in place, improve outer pressure resistance, creep resistant distortion ability and the safe operating life thereof of fiberglass-reinforced plastic underground storage tank, septic tank, ensure the safety of goods in every field.
The accompanying drawing explanation
Fig. 1 is the utility model embodiment 1 structural representation.
Fig. 2 is the I section section-drawing of Fig. 1.
Fig. 3 is the utility model embodiment 2 structural representations.
Fig. 4 is the II section section-drawing of Fig. 3.
Fig. 5 is the utility model embodiment 3 structural representations.
Fig. 6 is the III section section-drawing of Fig. 5.
Fig. 7 is the utility model embodiment 4 structural representations.
Fig. 8 is the IV section section-drawing of Fig. 7.
The specific embodiment
As shown in Figure 1, the underground storage tank container is annular arrangement by the structure of high resistance to compression nonmetal structure inside support ring body 1.
As shown in Figure 2, the underground storage tank container is composited by glass fiber winding yarn Structural layer 2 and resinous polymer layer 3 with the cross section of high resistance to compression nonmetal structure inside support ring body.
As shown in Figure 3, another kind of underground storage tank container is annular arrangement by the structure of high resistance to compression nonmetal structure inside support ring body 4.
As shown in Figure 4, another kind of underground storage tank container is that glass fibre woven roving Structural layer 5 and resinous polymer layer 3 are composited with the cross section of high resistance to compression nonmetal structure inside support ring body.
As shown in Figure 5, another underground storage tank container is annular arrangement by the structure of high resistance to compression nonmetal structure inside support ring body 6.
As shown in Figure 6, another kind of underground storage tank container with the cross section of high resistance to compression nonmetal structure inside support ring body is: glass fibre woven roving Structural layer 5 and resinous polymer layer 3 form a fiberglass resin composite bed; The fiberglass resin composite bed is two-layer, two-layer fiberglass resin composite bed therebetween quarz sand Structural layer 7.
As shown in Figure 7, the underground storage tank container is circular plate type by the structure of high resistance to compression nonmetal structure inner support shifting board body 8, and plectane is provided with the water conservancy diversion circular hole that 4 diameters do not wait.
As shown in Figure 8, the underground storage tank container with the cross section of high resistance to compression nonmetal structure inner support shifting board body is: glass fibre woven roving Structural layer 5 and resinous polymer layer 3 form a fiberglass resin composite bed; The fiberglass resin composite bed is two-layer, two-layer fiberglass resin composite bed therebetween quarz sand Structural layer 7.
Production technology of the present utility model is, in specific glass-felt plastic inside support ring mould (fixture model) with glass-felt plastic inner support shifting board mould in, mould all can adopt wooden, metal, the materials such as glass-felt plastic, adopt manual pasting, mold pressing, spray or RTM, the techniques such as mechanism winding, wall thickness according to goods, action, diameter, the technical parameters such as compressive strength, select the different substrate materials resin, quarz sand, be wound around yarn, additive or non-metallic material is copolymerized forms in the middle of woven roving and relevant component, repaired again and become underground storage tank container inner support goods, to guarantee the safe life of underground storage tank container.
The utility model passes through quarz sand, the glass fibre woven roving, the glass fiber winding yarn, the fiber glass resin base material of glass-felt plastic finished product muscle material and corresponding component is copolymerized, adopt respectively hand to stick with paste, mold pressing, spray or RTM, the techniques such as mechanism winding are according to the wall thickness of goods, action, diameter, the technical parameters such as compressive strength and working medium environment require to carry out processing nonmetal structure glass-felt plastic high resistance to compression buried container storage tank inside support ring or inner support shifting board, this technique is alternative metals material surface parcel glass-felt plastic inside support ring comprehensively, the inner support shifting board is applied in the underground storage tank container, the anti-corrosive properties that overcomes inner support goods in present technology is poor, the ring stiffness is poor, production efficiency is low, production environment is severe, goods short characteristics in service life, the buried safety in utilization of full-scope safeguards underground storage tank container, make the underground storage tank container to be applied and to promote in technical field widely.
The above, be only preferred embodiment of the present utility model, not the utility model done to any pro forma restriction; But the those of ordinary skill of all industry is all implemented the utility model with the above shown in the by specification accompanying drawing swimmingly.But all those skilled in the art, within not breaking away from the technical solutions of the utility model scope, can utilize the disclosed above technology contents and a little change, the modification of making and the equivalent variations developed, and are equivalent embodiment of the present utility model; Simultaneously, the change of any equivalent variations that all foundations essence technology of the present utility model is done above embodiment, modification and differentiation etc., within all still belonging to the protection domain of the technical solution of the utility model.
Claims (5)
1. high resistance to compression nonmetal structure inner support goods for the underground storage tank container, is characterized in that: comprise body, the fiberglass resin composite bed that the cross section of body is structure of glass fiber cloth layer and the compound composition of resinous polymer layer; Described structure of glass fiber cloth layer is glass fiber winding yarn Structural layer or glass fibre woven roving Structural layer.
2. high resistance to compression nonmetal structure inner support goods for the underground storage tank container according to claim 1, it is characterized in that: described fiberglass resin composite bed is two-layer is one group, two-layer fiberglass resin composite bed therebetween quarz sand Structural layer.
3. according to high resistance to compression nonmetal structure inner support goods for the described underground storage tank container of claim 1 or 2, it is characterized in that: the structure of described body is annular arrangement.
4. according to high resistance to compression nonmetal structure inner support goods for the described underground storage tank container of claim 1 or 2, it is characterized in that, the structure of described body is circular plate type, and the body of described circular plate type is provided with three above water conservancy diversion circular holes.
5. high resistance to compression nonmetal structure inner support goods for the underground storage tank container according to claim 4, is characterized in that: the water conservancy diversion circular hole that described water conservancy diversion circular hole is different-diameter.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012207060090U CN203006188U (en) | 2012-12-20 | 2012-12-20 | High pressure resistance nonmetal structure inner supporting product for underground storage tank container |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012207060090U CN203006188U (en) | 2012-12-20 | 2012-12-20 | High pressure resistance nonmetal structure inner supporting product for underground storage tank container |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203006188U true CN203006188U (en) | 2013-06-19 |
Family
ID=48597803
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2012207060090U Expired - Fee Related CN203006188U (en) | 2012-12-20 | 2012-12-20 | High pressure resistance nonmetal structure inner supporting product for underground storage tank container |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203006188U (en) |
-
2012
- 2012-12-20 CN CN2012207060090U patent/CN203006188U/en not_active Expired - Fee Related
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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: 20130619 Termination date: 20171220 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |