CN203613636U - Soft-body framework water storage pool - Google Patents
Soft-body framework water storage pool Download PDFInfo
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- CN203613636U CN203613636U CN201320708492.0U CN201320708492U CN203613636U CN 203613636 U CN203613636 U CN 203613636U CN 201320708492 U CN201320708492 U CN 201320708492U CN 203613636 U CN203613636 U CN 203613636U
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Abstract
The utility model relates to a soft-body framework water storage pool, comprising a soft-body pool, wherein the soft-body pool is made from airtight soft materials, and comprises pool walls and a pool bottom; a framework is arranged inside the soft-body pool; the framework comprises vertical columns, cross beams, transverse horizontal rods and longitudinal horizontal rods; the vertical columns and the cross beams are adhered onto the pool walls of the soft-body pool; the transverse horizontal rods and the longitudinal horizontal rods penetrate through the walls of the soft-body pool; the pool walls are also provided with sleeves towards the inner sides of the pool; the transverse horizontal rods and the longitudinal horizontal rods penetrate through the sleeves, and are connected with the sleeves in a sealing way. The soft-body framework water storage pool provided by the utility model is simple in structure and low in cost; due to a greater carrying capacity, the storage capacity is greater; a conventional soft-body water storage pool can be replaced to solve the difficult problem of high cost on building a water storage pool or a slurry storage pool in a mountain area.
Description
Technical field
The utility model relates to reservoir, specifically a kind of software framework reservoir.
Background technology
Reservoir, slurries circulation processing pool are the indispensable facilities of miniature water treatment plant and small sewage treatment plant, but build above-mentioned reservoir, slurries circulation processing pool cost is higher, mostly adopt 5 tons, 10 tons, the cement pit of the small-sized reservoir of 15 tons and 20 tons～300 tons, especially very difficult in Poor Mountainous Area construction, software reservoir construction height, all below 1.3m, is difficult to meet growth requirement at present.
Utility model content
It is a kind of with low cost that primary and foremost purpose of the present utility model is to provide, the software framework reservoir that memory space is larger, and concrete scheme of the present utility model is as follows for achieving the above object:
A kind of software framework reservoir, comprises software pond, and be made up of airtight soft material in described software pond, at the bottom of comprising pool wall, pond;
Described software is provided with framework in pond, and described framework comprises column, crossbeam and transverse horizontal bar, vertical equity bar, and wherein said column, crossbeam are attached at the pool wall in described software pond, and described transverse horizontal bar, vertical equity bar run through described software pond pool wall;
Described pool wall is also provided with the sleeve towards pool wall inner side, and described transverse horizontal bar, vertical equity bar run through described sleeve and be tightly connected with described sleeve.
Preferably, described sleeve is tapered, and its big opening end and described pool wall are tightly connected, and osculum end is connected with described transverse horizontal bar, vertical equity rod seal.
Preferably, described transverse horizontal bar, vertical equity bar lay respectively on different level.
Preferably, described transverse horizontal bar, vertical equity bar are from up being arranged to dredging by close at the bottom of pond.
Preferably, be made up of the high-strength airtight cloth of pvc or high strength tpu nylon Compound Fabric in described software pond.
The software framework reservoir structure that the utility model provides is simple, with low cost, because load is larger thereby memory space is larger, the high difficult problem of cost that replaceable conventional software reservoir solves mountain area builds reservoir or slurries storage pool.
Accompanying drawing explanation
Accompanying drawing described herein is used to provide further understanding of the present utility model, forms the application's a part, does not form to improper restriction of the present utility model, in the accompanying drawings:
Fig. 1 is the utility model example structure schematic diagram;
Fig. 2 is the utility model embodiment sleeve structural representation.
The specific embodiment
Describe the utility model in detail below in conjunction with accompanying drawing and specific embodiment, be used for explaining the utility model in this illustrative examples of the present utility model and explanation, but not as to restriction of the present utility model.
Embodiment
As shown in Fig. 1～Fig. 2, a kind of software framework reservoir, comprises software pond, framework, be made up of airtight soft material in described software pond, and in the present embodiment, software pond is rectangular configuration, at the bottom of comprising pool wall 1, pond, it is highly 1.5m～2.5m, and width is 2.5m～5.8m, and length is 5.8m～17m; Described software is provided with framework in pond, described framework comprises column 2, crossbeam 3, and transverse horizontal bar 4, vertical equity bar 5, described column 2, crossbeam 3 are attached at the pool wall 1 in described software pond, its central post 2 is for the setting in software pond, and 3, crossbeam is connected between two adjacent root posts 2 and is fixed with fastener;
Described transverse horizontal bar 4, vertical equity bar 5 run through described software pond pool wall 1, concrete mode is: described pool wall 1 is also provided with the sleeve 6 towards pool wall 1 inner side, sleeve 6 can be pressed transverse horizontal bar 4,2～3 times of heat seals of vertical equity bar 5 diameter in the reserved through hole of pool wall 1 by airtight soft material, realizes with pool wall 1 and being tightly connected; Described transverse horizontal bar 4, vertical equity bar 5 run through described sleeve 6 and tighten with stainless steel band clip, realize and described sleeve 6 is tightly connected interval 1cm between transverse horizontal bar 4 on the same group, vertical equity bar 5.
The software framework reservoir that above-described embodiment scheme provides, can prevent that the expansive force of the water generates in pond is to the destruction of framework.
As the improvement of above-described embodiment scheme, described sleeve 6 is tapered, comprise big opening end 61 and osculum end 62, in the present embodiment, sleeve 6 is highly 20～80cm, big opening end 61 diameters are 10cm～20cm, osculum end 62 diameters are 5cm～8cm, wherein big opening end 61 is tightly connected with described pool wall 1, described transverse horizontal bar 4, vertical equity bar 5 penetrate from big opening end 61, pass from osculum end 62, penetrate big opening end 61 from the osculum end 62 of the opposite side sleeve 6 in software pond again and pass, tighten osculum end 62 with stainless steel band clip, realize with osculum end 62 and being tightly connected.
As the improvement of above-described embodiment scheme, described transverse horizontal bar 4, vertical equity bar 5 lay respectively on different level, in the present embodiment, transverse horizontal bar 4, vertical equity bar 5 spacing are 1cm～3cm and adopt upper and lower cross to connect on the same group, avoid software framework reservoir to add water to producing after 1.2m surrounding pulling force uneven and produce and destroy.
As the improvement of above-described embodiment scheme, described transverse horizontal bar 4, vertical equity bar 5 are from up being arranged to dredging by close at the bottom of pond, as at the bottom of pond in the present embodiment with first transverse horizontal cross bar spacing be 0.3m～0.7m, first transverse horizontal cross bar and second transverse horizontal cross bar spacing 0.4m～0.8m, second transverse horizontal cross bar Yu tri-road transverse horizontal cross bar spacing 0.5m～0.9m, San road transverse horizontal cross bar Yu tetra-road transverse horizontal cross bar spacing 0.6m～1.2m, vertical equity bar 5 adopts similar setting.
As the preferred version of above-described embodiment scheme, be made up of the high-strength airtight cloth of pvc or high strength tpu nylon Compound Fabric in described software pond.
The technical scheme above the utility model embodiment being provided is described in detail, applied principle and the embodiment of specific case to the utility model embodiment herein and set forth, the explanation of above embodiment is only applicable to help to understand the principle of the utility model embodiment; , for one of ordinary skill in the art, according to the utility model embodiment, in the specific embodiment and range of application, all will change, in sum, this description should not be construed as restriction of the present utility model meanwhile.
Claims (5)
1. a software framework reservoir, is characterized in that:
Comprise software pond, be made up of airtight soft material in described software pond, at the bottom of comprising pool wall, pond;
Described software is provided with framework in pond, and described framework comprises column, crossbeam and transverse horizontal bar, vertical equity bar, and wherein said column, crossbeam are attached at the pool wall in described software pond, and described transverse horizontal bar, vertical equity bar run through described software pond pool wall;
Described pool wall is also provided with the sleeve towards pool wall inner side, and described transverse horizontal bar, vertical equity bar run through described sleeve and be tightly connected with described sleeve.
2. software framework reservoir as claimed in claim 1, is characterized in that:
Described sleeve is tapered, and its big opening end and described pool wall are tightly connected, and osculum end is connected with described transverse horizontal bar, vertical equity rod seal.
3. software framework reservoir as claimed in claim 1, is characterized in that:
Described transverse horizontal bar, vertical equity bar lay respectively on different level.
4. software framework reservoir as claimed in claim 1, is characterized in that:
Described transverse horizontal bar, vertical equity bar are from up being arranged to dredging by close at the bottom of pond.
5. software framework reservoir as claimed in claim 1, is characterized in that:
Be made up of the high-strength airtight cloth of pvc or high strength tpu nylon Compound Fabric in described software pond.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320708492.0U CN203613636U (en) | 2013-11-07 | 2013-11-07 | Soft-body framework water storage pool |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320708492.0U CN203613636U (en) | 2013-11-07 | 2013-11-07 | Soft-body framework water storage pool |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203613636U true CN203613636U (en) | 2014-05-28 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320708492.0U Expired - Fee Related CN203613636U (en) | 2013-11-07 | 2013-11-07 | Soft-body framework water storage pool |
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| CN (1) | CN203613636U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106609238A (en) * | 2015-10-23 | 2017-05-03 | 深圳市普新环境资源技术有限公司 | Bracket type soft anaerobic reactor |
| CN106609240A (en) * | 2015-10-23 | 2017-05-03 | 深圳市普新环境资源技术有限公司 | Frame type soft anaerobic reactor |
| CN110644603A (en) * | 2019-10-15 | 2020-01-03 | 张杰新 | Energy-saving environment-friendly soft body storage integrated reservoir |
| CN110747980A (en) * | 2019-11-06 | 2020-02-04 | 张杰新 | Multifunctional intelligent soft water storage equipment |
| CN111456518A (en) * | 2020-03-20 | 2020-07-28 | 中国科学院地球化学研究所 | Reservoir is irrigated to low-cost rapid Assembly formula intelligence in mountain area |
-
2013
- 2013-11-07 CN CN201320708492.0U patent/CN203613636U/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106609238A (en) * | 2015-10-23 | 2017-05-03 | 深圳市普新环境资源技术有限公司 | Bracket type soft anaerobic reactor |
| CN106609240A (en) * | 2015-10-23 | 2017-05-03 | 深圳市普新环境资源技术有限公司 | Frame type soft anaerobic reactor |
| CN110644603A (en) * | 2019-10-15 | 2020-01-03 | 张杰新 | Energy-saving environment-friendly soft body storage integrated reservoir |
| CN110644603B (en) * | 2019-10-15 | 2020-07-14 | 佛山市雅诗达新材料有限公司 | Energy-saving environment-friendly soft body storage integrated reservoir |
| CN110747980A (en) * | 2019-11-06 | 2020-02-04 | 张杰新 | Multifunctional intelligent soft water storage equipment |
| CN110747980B (en) * | 2019-11-06 | 2020-10-30 | 张杰新 | Multifunctional intelligent soft water storage equipment |
| CN111456518A (en) * | 2020-03-20 | 2020-07-28 | 中国科学院地球化学研究所 | Reservoir is irrigated to low-cost rapid Assembly formula intelligence in mountain area |
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| 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: 20140528 Termination date: 20161107 |
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| CF01 | Termination of patent right due to non-payment of annual fee |