CN201834836U - Load-bearing type fiberglass reinforced plastics septic tank - Google Patents
Load-bearing type fiberglass reinforced plastics septic tank Download PDFInfo
- Publication number
- CN201834836U CN201834836U CN2010205725584U CN201020572558U CN201834836U CN 201834836 U CN201834836 U CN 201834836U CN 2010205725584 U CN2010205725584 U CN 2010205725584U CN 201020572558 U CN201020572558 U CN 201020572558U CN 201834836 U CN201834836 U CN 201834836U
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- load
- septic tank
- bearing
- reinforced plastics
- manure pit
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Abstract
The utility model provides a load-bearing type fiberglass reinforced plastics septic tank, and relates to a fiberglass reinforced plastics septic tank having super load-bearing capacity after structural transformation. The utility model aims to solve the problem of bad load-bearing capacity of the septic tank in the prior art, and provides a load-bearing type fiberglass reinforced plastics septic tank with good load-bearing performance. To achieve the purpose above, the utility model adopts the technical scheme that the load-bearing type fiberglass reinforced plastics septic tank comprises a fiberglass reinforced plastics septic tank placed on a concrete bedding course, a prefabricated load-bearing ring beam is partially externally wrapped outside the glass reinforced plastic septic tank, and the bottom end of the prefabricated load-bearing ring beam is connected with the concrete bedding course. The prefabricated load-bearing ring beam can adopt an integral structure externally wrapped outside the glass reinforced plastic septic tank or multi-sectional structures respectively externally wrapped outside the glass reinforced plastic septic tank at intervals. Steel rings with reinforcing function are installed on the inner wall of the glass reinforced plastic septic tank. The tank can be applied to the waste water treatment on various occasions.
Description
Technical field
The utility model relates to a kind of glass toughening manure pit, particularly relates to a kind of by having the glass toughening manure pit of superpower weight capacity behind the structure of modification.
Technical background
The residential quarters building, office building, school, sanatorium, the enterprise workshop, the life of industrial civil buildings such as welfare quarter, in the processing of fecal sewage, all to use septic tank, and traditional septic tank is mainly brick mix structure, reinforced concrete structure is also arranged, but manufacture craft is all fairly simple, there is not any technology content, easy to leak, easily stop up, the water treatment effect is bad, pollutes surrounding environment, increased the burden in downstream, and the operational procedure complexity, long in time limit, can not satisfy the requirement of environmental administration and building side, so, demand a kind of more perfect product that is more suitable on the market urgently.So glass toughening manure pit arises at the historic moment, glass toughening manure pit is because the singularity of its raw material, high-strength light does not corrode, ne-leakage, resistance to air loss is good, the water treatment effect is outstanding, and construction and installation are quick, and only need dig pit to bury gets final product, all shortcomings of traditional septic tank have been remedied, received affirming and praise of environmental protection at different levels and construction sector, but the weight capacity of glass toughening manure pit of the prior art is very poor, this has just played very big restriction to applying of glass toughening manure pit.
The utility model content
The utility model purpose is in order to solve the problem of septic tank weight capacity difference in the prior art, a kind of bearing type glass toughening manure pit with good load-bearing property to be provided.
For achieving the above object, the technical solution adopted in the utility model is: the bearing type glass toughening manure pit, comprise the glass toughening manure pit that is placed on the concrete cushion, the glass toughening manure pit external partial is surrounded by prefabricated load-bearing collar tie beam outward, and prefabricated load-bearing collar tie beam bottom is connected with concrete cushion.
Described prefabricated load-bearing collar tie beam can be that a monoblock wraps in outward on the glass toughening manure pit, also can be to be divided into multi-segment structure, every intersegmental outer respectively wrapping on the glass toughening manure pit that separate.
Be equiped with steel ring on the inwall of described glass toughening manure pit with booster action.
From above-mentioned constitutional features of the present utility model as can be seen, its advantage is: add precast concrete moulding structure by composite glass steel load-bearing septic tank and combine, well solved the load-bearing problem of product; It is light to have product weight, and the intensity height is anti-aging, corrosion-resistant, the ne-leakage point, and load-bearing pressure is big, characteristics such as long service life.
Description of drawings
The utility model will illustrate by way of compared with accompanying drawings and combined with example:
Fig. 1 is a sectional structure synoptic diagram of the present utility model;
Fig. 2 is a side-looking cross-sectional schematic of the present utility model;
Fig. 3 be the utility model wherein a kind of structure the side-looking cross-sectional schematic;
The 3rd, prefabricated load-bearing collar tie beam 4 is steel rings.
Embodiment
The utility model is described further by embodiment below in conjunction with accompanying drawing.
Preferred embodiment
The bearing type glass toughening manure pit comprises the glass toughening manure pit 2 that is placed on the concrete cushion 1 as shown in Figure 1, and glass toughening manure pit 2 external partial are surrounded by prefabricated load-bearing collar tie beam 3 outward, and prefabricated load-bearing collar tie beam 3 bottoms are connected with concrete cushion 1.
Described prefabricated load-bearing collar tie beam 3 can be that a monoblock wraps in outward on the glass toughening manure pit 2, also can be to be divided into multi-segment structure, every intersegmental outer respectively wrapping on the glass toughening manure pit 2 that separate.
Be equiped with steel ring 4 on the inwall of described glass toughening manure pit 2 with booster action.
Disclosed all features in this specification sheets except mutually exclusive feature, all can make up by any way.
Disclosed arbitrary feature in this specification sheets (comprising any accessory claim, summary and accompanying drawing) is unless special narration all can be replaced by other equivalences or the alternative features with similar purpose.That is, unless special narration, each feature is an example in a series of equivalences or the similar characteristics.
Claims (3)
1. bearing type glass toughening manure pit, it is characterized in that comprising the glass toughening manure pit (2) that is placed on the concrete cushion (1), glass toughening manure pit (2) external partial is surrounded by prefabricated load-bearing collar tie beam (3) outward, and prefabricated load-bearing collar tie beam (3) bottom is connected with concrete cushion (1).
2. bearing type glass toughening manure pit according to claim 1, it is characterized in that described prefabricated load-bearing collar tie beam (3) can be that a monoblock wraps on the glass toughening manure pit (2) outward, also can be to be divided into multi-segment structure, every intersegmental outer respectively wrapping on the glass toughening manure pit (2) that separate.
3. bearing type glass toughening manure pit according to claim 1 and 2 is characterized in that being equiped with the steel ring (4) with booster action on the inwall of described glass toughening manure pit (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010205725584U CN201834836U (en) | 2010-10-22 | 2010-10-22 | Load-bearing type fiberglass reinforced plastics septic tank |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010205725584U CN201834836U (en) | 2010-10-22 | 2010-10-22 | Load-bearing type fiberglass reinforced plastics septic tank |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201834836U true CN201834836U (en) | 2011-05-18 |
Family
ID=44004941
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010205725584U Expired - Fee Related CN201834836U (en) | 2010-10-22 | 2010-10-22 | Load-bearing type fiberglass reinforced plastics septic tank |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201834836U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US10189731B2 (en) | 2015-06-24 | 2019-01-29 | Pallette Stone Corporation | Underground septic tank |
-
2010
- 2010-10-22 CN CN2010205725584U patent/CN201834836U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US10189731B2 (en) | 2015-06-24 | 2019-01-29 | Pallette Stone Corporation | Underground septic tank |
| US10954148B2 (en) | 2015-06-24 | 2021-03-23 | Pallette Stone Corporation | Underground storage tank |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20110518 Termination date: 20111022 |