CN204193576U - A kind of sewage pretreatment tank with packaged type flexible underwater training wall - Google Patents

A kind of sewage pretreatment tank with packaged type flexible underwater training wall Download PDF

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Publication number
CN204193576U
CN204193576U CN201420597310.1U CN201420597310U CN204193576U CN 204193576 U CN204193576 U CN 204193576U CN 201420597310 U CN201420597310 U CN 201420597310U CN 204193576 U CN204193576 U CN 204193576U
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CN
China
Prior art keywords
training wall
pretreatment tank
sewage pretreatment
concrete
packaged type
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Expired - Fee Related
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CN201420597310.1U
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Chinese (zh)
Inventor
罗亦鸣
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Sichuan Zhuo Zhong Science And Technology Ltd
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Sichuan Zhuo Zhong Science And Technology Ltd
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Priority to CN201420597310.1U priority Critical patent/CN204193576U/en
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Publication of CN204193576U publication Critical patent/CN204193576U/en
Expired - Fee Related legal-status Critical Current
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Abstract

The utility model discloses a kind of sewage pretreatment tank with packaged type flexible underwater training wall, comprise rectangle sewage pretreatment tank, the first training wall and the second training wall is provided with in this sewage pretreatment tank, this the first training wall is arranged on the side of water inlet, this the second training wall is arranged on the side of delivery port, first training wall and the second training wall all have makes water velocity slow down, and makes the sand grain thing carried in water have enough sedimentation times.The utility model has that build process is simple, the construction period is short, replacing is convenient, is convenient to maintenance, effectively will precipitate desilting.

Description

A kind of sewage pretreatment tank with packaged type flexible underwater training wall
Technical field
The utility model relates to a kind of training wall, especially relates to a kind of sewage pretreatment tank with packaged type flexible underwater training wall.
Background technology
At present, adopt the surface water such as rivers and lakes to be the treatment tank at water source, in order to avoid bulk processing is carried out in sewage disposal, first avoid producing slough in treatment tank, avoid in cesspool, causing algae reproduction water quality to degenerate, secondly, the silt to flowing in treatment tank is needed to remove in treatment tank, need to rely on training wall to realize this function, if there is no training wall, the path that water flows away is too short, dirt sand can not fully precipitate, the path of flowing water can be made longer if arrange training wall, thus the desilting in water is fully precipitated, the training wall of current use is all the immovable training wall of entity, cost is high, difficulty of construction is large, service life is short, maintenance rate frequency is high, and be all entity training wall, training wall can not play a role, the dirt of sedimentation is husky, later stage is fixed in cesspool due to training wall, can not move, therefore, be not easy to move training wall, the silt of removing sedimentation.
Utility model content
The purpose of this utility model is to provide a kind for the treatment of tank with packaged type flexible underwater training wall, make it have that build process is simple, the construction period is short, replacing is convenient, be convenient to maintenance, effectively will precipitate desilting, effectively prevent the advantage producing slough in pond.
For solving the problems of the technologies described above, a kind of sewage pretreatment tank with packaged type flexible underwater training wall of the utility model, comprise rectangle sewage pretreatment tank, the first training wall and the second training wall is provided with in this sewage pretreatment tank, this the first training wall is arranged on the side of water inlet, this the second training wall is arranged on the side of delivery port, and the first training wall and the second training wall all have makes water velocity slow down, and makes the sand grain thing carried in water have enough sedimentation times;
Wherein, this first training wall is flexible fluid-directing wall, this first training wall comprises concrete training wall, grade beam and rubber training wall, wherein, be fixedly connected with grade beam bottom described concrete training wall, connected by rubber training wall between described concrete training wall, described concrete training wall and described grade beam are precast construction, and described concrete training wall and described grade beam to link into an integrated entity after structure sinking in water.
Described second training wall comprises concrete training wall and grade beam, is fixedly connected with bottom described concrete training wall with grade beam.
Described first training wall and described second training wall length are all greater than 2/3 of the length of sewage pretreatment tank.
Removably connect between the concrete training wall of described first training wall and rubber training wall.
Described concrete training wall and described grade beam all adopt C25 concrete prefabricated.
Be welded to connect between described concrete training wall suspension column and described grade beam.
Between concrete training wall in described first training wall distance be 1-2m.
Described rubber training wall comprises two sheets of flexible wire netting and rubber blanket, and rubber blanket accommodates fixing by described two sheets of flexible wire netting.
It is simpler that the sewage pretreatment tank that the utility model has a packaged type flexible underwater training wall has construction technology, construction period is short, be applicable to the different water depth that underwater topography is mild, invest lower, it is convenient to change, and is convenient to the features such as maintenance, mobility is good, wherein practical training wall mobility is good, after training wall can be dismantled by this sewage pretreatment tank at any time, convenient by the mud removing in pretreatment pool.
Below by drawings and Examples, the technical solution of the utility model is described in further detail.
Accompanying drawing explanation
Above-mentioned is only the general introduction of technical solutions of the utility model, and in order to better understand the utility model, below in conjunction with accompanying drawing and detailed description of the invention, the utility model is described in further detail.
Fig. 1 is the horizontal layout schematic diagram that the utility model has the sewage pretreatment tank of packaged type flexible underwater training wall.
Fig. 2 is the structural representation of the first training wall of the present utility model.
Fig. 3 is the structural representation of the second training wall of the present utility model.
Fig. 4 is the structural representation of rubber training wall of the present utility model.
Detailed description of the invention
Please refer to shown in Fig. 1 to Fig. 4, a kind of sewage pretreatment tank with packaged type flexible underwater training wall of the utility model, it comprises rectangle sewage pretreatment tank, the first training wall 2 and the second training wall 3 is provided with in this sewage pretreatment tank, this the first training wall 2 is arranged on the side of water inlet 81, this the second training wall 2 is arranged on the side of delivery port 82, first training wall 2 and the second training wall 3 all have makes water velocity slow down, and makes the sand grain thing carried in water have enough sedimentation times.
Wherein, this first training wall 2 is flexible fluid-directing wall, this first training wall 2 comprises concrete training wall 22, grade beam 1 and rubber training wall 21, wherein, be fixedly connected with grade beam 1 bottom concrete training wall 22, connected by rubber water conservancy diversion 21 wall between concrete training wall 22, concrete training wall 22 and grade beam 1 are precast construction, and concrete training wall 22 and grade beam 1 to link into an integrated entity after structure sinking in water.
Second training wall 3 comprises concrete training wall 31 and grade beam 1, is fixedly connected with bottom concrete training wall 31 with grade beam 1.First training wall 2 and the second training wall 3 length are all greater than 2/3 of the length of sewage pretreatment tank.Removably connect between the concrete training wall 22 of the first training wall 2 and rubber training wall 21.Concrete training wall (22,31) and grade beam 1 all adopt C25 concrete prefabricated.Be welded to connect by weldment 5 between concrete training wall 22 suspension column and grade beam.Between concrete training wall 22 in first training wall distance be that 1-2m. rubber training wall 21 comprises two sheets of flexible wire netting 211 and rubber blanket 213, rubber blanket 213 accommodates fixing by two sheets of flexible wire netting 211.Rubber training wall is processed according to construction requirement sizing by high-molecular organic materials such as PVC.
Rubber training wall adopts rubber training wall, concrete training wall is at interval of 2-3m sinking one Pin, removably connect between middle vacant position rubber training wall 21 and concrete training wall 22, thus, flexible rubber training wall and concrete training wall form continuous print packaged type training wall, play the guide functions of training wall.After can removing flexible rubber training wall as required at any time, by this packaged type training wall handling to other depth of water regions, continue to play its guide functions.
The sewage pretreatment tank with packaged type flexible underwater training wall of the present utility model, its inner training wall arranged can be used for all kinds of guiding flowing to the water (flow) direction of sewage pretreatment tank such as lake, reservoir, to increase the flow distance of water body in pond, the silt in abundant sedimentation current.
The sewage pretreatment tank with packaged type flexible underwater training wall of the present utility model has the following advantages:
Concrete training wall of the present utility model, grade beam are prefabricated components, during construction only need by the bottom of concrete water conservancy diversion wall column with the slugging of grade beam after Liftable, comparatively simply, the construction period is short for construction technology; Be applicable to the different water depth that underwater topography is mild.Not fragile, investment is lower, it is convenient to change, and be convenient to maintenance, mobility is good.The utility model has that build process is simple, the construction period is short, replacing is convenient, is convenient to maintenance, effectively will precipitate desilting, and effectively prevent the advantage producing slough in pond.
The above; it is only preferred embodiment of the present utility model; not do any pro forma restriction to the utility model, those skilled in the art utilize the technology contents of above-mentioned announcement to make a little simple modification, equivalent variations or modification, all drop in protection domain of the present utility model.

Claims (8)

1. one kind has the sewage pretreatment tank of packaged type flexible underwater training wall, it is characterized in that comprising rectangle sewage pretreatment tank, the first training wall and the second training wall is provided with in this sewage pretreatment tank, this the first training wall is arranged on the side of water inlet, this the second training wall is arranged on the side of delivery port, first training wall and the second training wall all have makes water velocity slow down, and makes the sand grain thing carried in water have enough sedimentation times;
Wherein, this first training wall is flexible fluid-directing wall, this first training wall comprises concrete training wall, grade beam and rubber training wall, wherein, be fixedly connected with grade beam bottom described concrete training wall, connected by rubber training wall between described concrete training wall, described concrete training wall and described grade beam are precast construction, and described concrete training wall and described grade beam to link into an integrated entity after structure sinking in water.
2. the sewage pretreatment tank with packaged type flexible underwater training wall according to claim 1, is characterized in that, described second training wall comprises concrete training wall and grade beam, is fixedly connected with bottom described concrete training wall with grade beam.
3. the sewage pretreatment tank with packaged type flexible underwater training wall according to claim 1, is characterized in that, described first training wall and described second training wall length are all greater than 2/3 of the length of sewage pretreatment tank.
4. the sewage pretreatment tank with packaged type flexible underwater training wall according to claim 1, is characterized in that, removably connects between the concrete training wall of described first training wall and rubber training wall.
5. the sewage pretreatment tank with packaged type flexible underwater training wall according to claim 1, is characterized in that, described concrete training wall and described grade beam all adopt C25 concrete prefabricated.
6. the sewage pretreatment tank with packaged type flexible underwater training wall according to claim 1, is characterized in that, is welded to connect between described concrete training wall suspension column and described grade beam.
7. the sewage pretreatment tank with packaged type flexible underwater training wall according to claim 1, is characterized in that, between the concrete training wall in described first training wall distance be 1-2m.
8. the sewage pretreatment tank with packaged type flexible underwater training wall according to claim 1, is characterized in that, described rubber training wall comprises two sheets of flexible wire netting and rubber blanket, and rubber blanket accommodates fixing by described two sheets of flexible wire netting.
CN201420597310.1U 2014-10-15 2014-10-15 A kind of sewage pretreatment tank with packaged type flexible underwater training wall Expired - Fee Related CN204193576U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201420597310.1U CN204193576U (en) 2014-10-15 2014-10-15 A kind of sewage pretreatment tank with packaged type flexible underwater training wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201420597310.1U CN204193576U (en) 2014-10-15 2014-10-15 A kind of sewage pretreatment tank with packaged type flexible underwater training wall

Publications (1)

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CN204193576U true CN204193576U (en) 2015-03-11

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104863085A (en) * 2015-04-28 2015-08-26 成都迅德科技有限公司 Guide wall adopting steel structure
CN106629923A (en) * 2017-01-10 2017-05-10 国核电力规划设计研究院有限公司 Trash holding device
CN109113032A (en) * 2018-09-27 2019-01-01 华北电力大学 A kind of removable river sediment trapping weir of ecological type

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104863085A (en) * 2015-04-28 2015-08-26 成都迅德科技有限公司 Guide wall adopting steel structure
CN106629923A (en) * 2017-01-10 2017-05-10 国核电力规划设计研究院有限公司 Trash holding device
CN106629923B (en) * 2017-01-10 2019-09-03 国核电力规划设计研究院有限公司 A kind of sewage blocking device
CN109113032A (en) * 2018-09-27 2019-01-01 华北电力大学 A kind of removable river sediment trapping weir of ecological type
CN109113032B (en) * 2018-09-27 2020-10-16 华北电力大学 Ecological movable river sand blocking weir

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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: 20150311

Termination date: 20191015

CF01 Termination of patent right due to non-payment of annual fee