CN1480386A - Integral 3D meshwork vertical plastic tank - Google Patents
Integral 3D meshwork vertical plastic tank Download PDFInfo
- Publication number
- CN1480386A CN1480386A CNA031320651A CN03132065A CN1480386A CN 1480386 A CN1480386 A CN 1480386A CN A031320651 A CNA031320651 A CN A031320651A CN 03132065 A CN03132065 A CN 03132065A CN 1480386 A CN1480386 A CN 1480386A
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- China
- Prior art keywords
- reinforced rib
- shaped
- lower shell
- vertical plastic
- dimensional network
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Abstract
An integral vertical plastic tank as chemical apparatus features that on the external surface of lower cylindrical tank there is a 3D lattice type reinforcing network formed by ring and axial reinforcing ribs and nodes, and other reinforcing ribs are arranged on the bottom edge, the inner surface of bottom, top enclosure cover, and upper cylindrical tank. Its advantages are high strength and high safety.
Description
Technical field:
The present invention relates to a kind of monolithic three-dimensional network vertical plastic groove jar, belong to technical field of chemical.
Background technology:
Before the present invention makes, lose industrial accumulating groove jar, be generally red cylindrical structure with the plastics-production chemical preservation.This kind structural strength is low, no network reinforced rib, and service life is short, the horizontal groove jar that the capacity of can only making is little.Along with product capacity increases, product maximizes and produces, and the groove jar of this single wall formula easy structure can not adapt to the large product designing requirement.
Summary of the invention:
The objective of the invention is to overcome above-mentioned weak point, thereby a kind of compact conformation is provided, rationally; Intensity height, stable and reliable for performance, its integral structure stress strengthens, and safety factor reaches more than three times, and the monolithic three-dimensional network vertical plastic groove jar of maximization product integral one-step molding technique feasibility can be provided.
Main solution of the present invention is achieved in that
The present invention mainly adopts lower shell 3, upper shell 5, upper cover 8 to form.It is characterized in that on lower shell 3, adopting hoop and axially reach node and constitute three-dimensional network reinforced rib 4, lower shell 3 bottoms 1 are shaped on reinforced rib 7 with lower shell 3 base pin, 2 joints and upper shell 5 respectively with upper cover 8 joints, protuberance reinforced rib 12 in lower shell 3 base plane, being shaped on, on upper cover 8, be shaped on reinforced rib 9, and on upper shell 5, be shaped on reinforced rib 6.
Compared with the prior art the present invention has the following advantages:
Compact conformation of the present invention, rationally, good looking appearance; The intensity height, integral structure stress strengthens, and safety factor reaches more than three times, has guaranteed that overall performance is stable, safe and reliable; Maximization product integral one-step molding technique feasibility can be provided, and can realize 50M
3, 60M
3, 80M
3The production of overall plastic vertical product.
Description of drawings:
Fig. 1 is a structural representation of the present invention;
Fig. 2 is structure I of the present invention-I cutaway view;
Fig. 3 is a structure birds-eye view of the present invention;
Fig. 4 is a structure I I-II cutaway view of the present invention;
Fig. 5 is a structure upward view of the present invention;
The specific embodiment:
Embodiment during following the present invention incites somebody to action in conjunction with the accompanying drawings is further described:
The present invention mainly adopts upper shell 5 to connect lower shell 3, and upper cover 8 is connected on the upper shell 5, and it is Integratively formed, and cylindrical shell thickness is 30mm-50mm.Adopt hoop and axially reach node formation three-dimensional network stress to strengthen reinforced rib 4 on lower shell 3, and form the high structure of bulk strength with the lower shell one-shot forming, it has balance epistasis stress.Lower shell 3 bottoms 1 and lower shell base pin 2 transition region junctions and upper shell 5 and border transition district, upper cover 8 joint are made flange form reinforced rib 7 respectively to strengthen its overall construction intensity.Lower shell 3 bottoms are the flat bottom cover structure, and protuberance triangle reinforced rib 12 to strengthen the intensity of its bottom integrated structure, also can prevent statically indeterminate problem on the flat back cover structure simultaneously in being shaped in base plane.Upper cover 8 is shaped as ellipse, for adapting to the load pressure requirement, is shaped on 12-18 bar plastics reinforced rib 9 on upper cover 8, and its reinforced rib is evenly distributed on the upper cover 8, and is shaped on the mouth of pipe 10 on upper cover 8.On upper shell 5, be shaped on anti-creep reinforced rib 6, and be shaped on discharging opening 11 in lower shell 3 bottoms.The size and the distribution of plastics reinforced rib 4,7,12,9 are according to amount of capacity in the present invention, plastics mechanical property and distribution of stress and design.Performance testing test of the present invention, strain displacement is controlled in the vision claimed range, and the stress safety factor reaches about ten times, but actv. has compensated the problem of plastic body rigidity module deficiency.
Claims (5)
1, a kind of monolithic three-dimensional network vertical plastic groove jar, comprise upper shell (5), lower shell (3), upper cover (8), it is characterized in that going up the employing hoop at lower shell (3) constitutes three-dimensional network reinforced rib (4) with axial and node, lower shell (3) bottom (1) is shaped on reinforced rib (7) with pin (2) joint, lower shell (3) base and upper shell (5) respectively with upper cover (8) joint, protuberance reinforced rib (12) in lower shell (3) base plane, being shaped on, on upper cover (8), be shaped on reinforced rib (9), and on upper shell (5), be shaped on reinforced rib (6).
2, monolithic three-dimensional network vertical plastic groove jar according to claim 1 is characterized in that described reinforced rib (12) is shaped as triangle plastics reinforced rib.
3, monolithic three-dimensional network vertical plastic groove jar according to claim 1 is characterized in that described reinforced rib (9) is the 12-18 bar, and is evenly distributed on the upper cover (8).
4, monolithic three-dimensional network vertical plastic groove jar according to claim 1 is characterized in that being shaped on the described upper cover (8) mouth of pipe (10).
5, monolithic three-dimensional network vertical plastic groove jar according to claim 1 is characterized in that described lower shell (3) bottom is shaped on discharging opening (11).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB031320651A CN1187236C (en) | 2003-07-15 | 2003-07-15 | Integral 3D meshwork vertical plastic tank |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB031320651A CN1187236C (en) | 2003-07-15 | 2003-07-15 | Integral 3D meshwork vertical plastic tank |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1480386A true CN1480386A (en) | 2004-03-10 |
| CN1187236C CN1187236C (en) | 2005-02-02 |
Family
ID=34153973
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB031320651A Expired - Fee Related CN1187236C (en) | 2003-07-15 | 2003-07-15 | Integral 3D meshwork vertical plastic tank |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN1187236C (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101367464B (en) * | 2008-09-27 | 2010-10-20 | 大庆石油学院 | Large-scale stress outer panel skin net-shell vertical storage tank |
| CN101311082B (en) * | 2007-05-22 | 2011-05-11 | 杭州能源环境工程有限公司 | Large sized spiral double- fold occlusal tank intensity reinforcing device and mounting method |
| CN102514849A (en) * | 2011-12-25 | 2012-06-27 | 浙江大学 | Method and structure for preventing elephant-foot buckling of large oil storage tank |
| CN105059770A (en) * | 2015-07-01 | 2015-11-18 | 太仓市顺邦防腐设备有限公司 | Polypropylene vertical type storage tank |
| CN105668062A (en) * | 2016-02-02 | 2016-06-15 | 湖南易净环保科技有限公司 | Seal head of glass fiber reinforced plastic tank cylinder |
-
2003
- 2003-07-15 CN CNB031320651A patent/CN1187236C/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101311082B (en) * | 2007-05-22 | 2011-05-11 | 杭州能源环境工程有限公司 | Large sized spiral double- fold occlusal tank intensity reinforcing device and mounting method |
| CN101367464B (en) * | 2008-09-27 | 2010-10-20 | 大庆石油学院 | Large-scale stress outer panel skin net-shell vertical storage tank |
| CN102514849A (en) * | 2011-12-25 | 2012-06-27 | 浙江大学 | Method and structure for preventing elephant-foot buckling of large oil storage tank |
| CN102514849B (en) * | 2011-12-25 | 2013-10-30 | 浙江大学 | Method and structure for preventing elephant-foot buckling of large oil storage tank |
| CN105059770A (en) * | 2015-07-01 | 2015-11-18 | 太仓市顺邦防腐设备有限公司 | Polypropylene vertical type storage tank |
| CN105668062A (en) * | 2016-02-02 | 2016-06-15 | 湖南易净环保科技有限公司 | Seal head of glass fiber reinforced plastic tank cylinder |
| CN105668062B (en) * | 2016-02-02 | 2018-03-02 | 湖南易净环保科技有限公司 | The end socket of glass fiber reinforced plastic tank cylinder |
Also Published As
| Publication number | Publication date |
|---|---|
| CN1187236C (en) | 2005-02-02 |
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| C14 | Grant of patent or utility model | ||
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| CF01 | Termination of patent right due to non-payment of annual fee |