CN109809591A - Modular Hospital Sewage Treatment station - Google Patents
Modular Hospital Sewage Treatment station Download PDFInfo
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- CN109809591A CN109809591A CN201910121476.3A CN201910121476A CN109809591A CN 109809591 A CN109809591 A CN 109809591A CN 201910121476 A CN201910121476 A CN 201910121476A CN 109809591 A CN109809591 A CN 109809591A
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- pond
- pool
- pool portion
- side wall
- sewage treatment
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- 239000010865 sewage Substances 0.000 title claims abstract description 137
- 238000012545 processing Methods 0.000 claims abstract description 118
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- 230000003014 reinforcing effect Effects 0.000 claims abstract description 11
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 34
- 230000003750 conditioning effect Effects 0.000 claims description 28
- 239000010802 sludge Substances 0.000 claims description 26
- 238000004062 sedimentation Methods 0.000 claims description 20
- 238000004659 sterilization and disinfection Methods 0.000 claims description 17
- 230000001954 sterilising effect Effects 0.000 claims description 14
- 238000001179 sorption measurement Methods 0.000 claims description 13
- 238000007254 oxidation reaction Methods 0.000 claims description 12
- 239000004570 mortar (masonry) Substances 0.000 claims description 7
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- 229940079593 drug Drugs 0.000 description 5
- 230000000694 effects Effects 0.000 description 5
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- 238000005452 bending Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 2
- 235000019398 chlorine dioxide Nutrition 0.000 description 2
- 238000005345 coagulation Methods 0.000 description 2
- 230000015271 coagulation Effects 0.000 description 2
- 238000001914 filtration Methods 0.000 description 2
- 238000007667 floating Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
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Abstract
The present invention discloses a kind of modular Hospital Sewage Treatment station, including multiple processing ponds being arranged, the processing pond includes concrete foundation base plate and multiple side walls, multiple side walls are fixedly arranged on concrete foundation base plate and enclose with concrete foundation base plate and connect, each side wall includes multiple masonries successively piled up, it is equipped in each masonry and is placed with reinforcing bar and is filled with core grouted concrete hollow portion, core grouted concrete is for fixed steel bars in hollow portion.Modular Hospital Sewage Treatment provided in an embodiment of the present invention station, reinforcing bar and core grouted concrete are placed by the hollow portion of the side wall in processing pond, to enhance the structural strength of masonry, so as to enhance the strength and stiffness for the side wall for handling pond, and then the volume in pond can be handled by increasing the height increase of side wall, and then the integral layout structure for being conducive to treating stations is more compact, reasonable and ingenious, whole occupied area is reduced, the space utilization rate for the treatment of stations and the synthesis utilization benefit of land used are improved.
Description
Technical field
The present invention relates to technical field of sewage more particularly to a kind of modular Hospital Sewage Treatment stations.
Background technique
With the development of society, people are more and more stronger to the protective awareness of environment, weight of the sewage pollution as environmental pollution
Want one of component, be gradually concerned by people, be based on this, in order to solve the problems, such as sewage pollution this, increasingly
More places can all have Sewage Disposal.Wherein, the effect of Sewage Disposal is mainly at production, sanitary sewage
Reason emits again after making up to defined discharge standard.
Currently, existing water pollution control engineering includes civil engineering and equipment installation project two major parts, wherein civil engineering work
Major project in journey is exactly the construction in sewage treatment pond.Sewage treatment pond is divided into two types of finished product and field fabrication at present
Type, finished product cause service life limited because of reasons such as materials, and treatment scale is less than normal and cost is higher.Field fabrication has coagulation
Native and brick two types, the pool wall in most of brick sewage treatment pond are typically all to pass through multiple bricks to pile up splicing
What combination was formed.But the bearing capacity of brick is limited, causes the pool wall in sewage treatment pond that cannot build too high, thus
So that the area in sewage treatment pond is excessive, volume is too small；In addition, the performance of shearing resistance and the bending resistance of existing brick is not very
Ideal causes the capacity of resisting impact load of the pool wall in sewage treatment pond poor, it is possible to influencing the processing of Sewage Disposal
The efficiency of sewage.
Summary of the invention
The embodiment of the invention discloses a kind of modular Hospital Sewage Treatment stations, may make the integral layout for the treatment of tank
Structure is more compact and reasonable, reduces whole occupied area, saves engineering land used, save the cost.
To achieve the goals above, the embodiment of the invention provides a kind of modular Hospital Sewage Treatment station, the processing
It stands including multiple processing ponds being arranged, the processing pond includes:
Concrete foundation base plate；And
Multiple side walls, the multiple side wall are fixedly arranged on the concrete foundation base plate and enclose with the concrete foundation base plate
Connection is closed, each side wall includes multiple masonries successively piled up, and is equipped with hollow portion, the hollow portion in each masonry
It is inside placed with reinforcing bar and filled with core grouted concrete, the core grouted concrete is for fixing the reinforcing bar in the hollow portion
It is interior.
As an alternative embodiment, in an embodiment of the present invention, the concrete foundation base plate is equipped with more
Root constructional column, the constructional column are embedded the side wall in the processing pond.
As an alternative embodiment, in an embodiment of the present invention, the processing pond further includes more collar tie beams,
The collar tie beam encloses on the multiple side wall, and in the short transverse of the side wall, has between the collar tie beam of adjacent two
There is spacing.
As an alternative embodiment, in an embodiment of the present invention, the treating stations further include grid pond, described
Grid pond and the processing pond are set to the subterranean layer of hospital, and the multiple processing pond includes the first pool portion and second
Pool portion, second pool portion side by side and are arranged in parallel with first pool portion；
First pool portion and second pool portion include setting gradually and aligned adjusting
Pond, oxidation reaction pond, adsorption tank, sedimentation basin, sterilization pool and discharge pond；
The conditioning tank, oxidation reaction pond, adsorption tank, sedimentation basin, sterilization pool and the discharge pond of second pool portion
Respectively with the conditioning tank of first pool portion, oxidation reaction pond, adsorption tank, sedimentation basin, sterilization pool and discharge pond one
One is correspondingly arranged；
Wherein, the discharge pond of first pool portion is connected to the discharge pond of second pool portion；
The grid pond is set to the conditioning tank of first pool portion and the tune of second pool portion
The side in pond is saved, and is distinguished with the conditioning tank of first pool portion and the conditioning tank of second pool portion
Connection.
As an alternative embodiment, in an embodiment of the present invention, being equipped with water in each processing pond
Pump, in the adjacent two processing pond of first pool portion and second pool portion, the water pump is used for will
Sewage transport in one of them processing pond in the adjacent two processing pond is to the adjacent two processing pond
Another described processing pond.
As an alternative embodiment, in an embodiment of the present invention, the treating stations further include control system；
When the sewage of the treating stations is located at the first water level, the control system is opened for controlling first pool portion
Dynamic operation, alternatively, the control system is for controlling the second pool portion starting operation；
When the sewage of the treating stations is located at the second water level, the control system for control first pool portion and
The second pool portion starting operation；
Wherein, second water level is higher than first water level.
As an alternative embodiment, in an embodiment of the present invention, the treating stations further include being located at the doctor
The equipment room of the subterranean layer of institute and the sludge-tank that the equipment room side is set；
The equipment room is arranged close to the oxidation reaction pond of the first pool portion and the adsorption tank, and the equipment
Between be connected to respectively with the sedimentation basin and the sludge-tank of first pool portion and second pool portion, it is described
Equipment room is used to the sludge in the sedimentation basin transporting the sludge-tank.
As an alternative embodiment, in an embodiment of the present invention, the treating stations further include being located at the doctor
The accident pool of the subterranean layer of institute, the accident pool is between the equipment room and the grid pond, and the accident pool is connected to
The conditioning tank, the accident pool are used to store sewage when any processing pond and/or the grid pond are broken down.
As an alternative embodiment, in an embodiment of the present invention, the treating stations further include being arranged in hospital
Ground upper layer sludge dewatering between, between the sludge dewatering be located at the accident pool top, be used between the sludge dewatering
The sludge in the dry sludge-tank.
As an alternative embodiment, in an embodiment of the present invention, the top in the processing pond is equipped with coagulation
Native top plate, the concrete roof are used to close the opening in the corresponding processing pond, each concrete roof
The multiple side wall in surface and each processing pond is equipped with waterproof mortar course.
Compared with prior art, the beneficial effects of the present invention are:
(1) compact-sized, occupied area is small.Modular Hospital Sewage Treatment station of the invention, using multiple with hollow
The masonry in portion piles up the side wall for being spliced to form processing pond, by placing reinforcing bar and core grouted concrete in hollow portion, is built with enhancing
The structural strength of body, so as to enhance the strength and stiffness for the side wall for handling pond, and then can pass through the height increasing for increasing side wall
The volume in big processing pond, and then advantageously reduce the occupied area for the treatment of stations, improves the space utilization rate for the treatment of stations, at raising
The synthesis utilization benefit of reason station land used.And that the shape to be formed is arranged is similar in multiple processing ponds that subterranean layer is arranged in
" ￢ " shape may make the integral layout structure in processing pond more compact, reasonable and ingenious, reduce whole occupied area, saves
Save engineering land used, save the cost.
(2) short construction period, at low cost.Modular Hospital Sewage Treatment station of the invention, using modularized design, by group
At the masonry design of processing pond side wall at independent functional module, each module masonry can be realized prefabricated in advance, then transport
Live quick-assembling forms side wall, greatly reduces the design and construction period and reduces difficulty of construction, saves construction cost.
(3) convenient for management, it is energy-efficient.Modular Hospital Sewage Treatment station of the invention includes at least two parts and handles
Pond, and each section processing pond be equipped with autonomous control system, may make Sewage Disposal use and manage it is more convenient,
Reduce management difficulty；And the total amount of sewage can be handled according to actual needs to determine the quantity in operation processing pond, that is, when
When sewage to be treated is fewer, i.e., when Sewage Disposal treating stations are in underload, can only it run at one of part
Pond is managed, and when sewage to be treated is more, i.e., when treating stations are at full capacity, whole processing ponds can be run, it is high
Effect energy conservation.
(4) high reliablity.Modular Hospital Sewage Treatment station of the invention is equipped with accident pool, when the processing of Sewage Disposal
When pond breaks down or needs to overhaul, it is unprocessed and straight can to can avoid sewage temporarily by sewage storage in accident pool
Run in the case where depolluting environment out generation, to reduce the pollution to environment, further improves the reliable of Sewage Disposal
Property and safety.
Detailed description of the invention
It to describe the technical solutions in the embodiments of the present invention more clearly, below will be to needed in the embodiment
Attached drawing is briefly described, it should be apparent that, drawings in the following description are only some embodiments of the invention, for ability
For the those of ordinary skill of domain, without creative efforts, it can also be obtained according to these attached drawings other attached
Figure.
Fig. 1 is the structural schematic diagram in single processing pond provided in an embodiment of the present invention；
Fig. 2 is Fig. 1 figure top view；
Fig. 3 is the structural schematic diagram in the processing pond provided in an embodiment of the present invention set on hospital's subterranean layer；
Fig. 4 is the sectional view of A-A in Fig. 3；
Fig. 5 is the structural schematic diagram in the processing pond provided in an embodiment of the present invention set on hospital, upper layer, ground；
Fig. 6 is the sectional view of B-B in Fig. 5.
Specific embodiment
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete
Site preparation description, it is clear that the described embodiment is only a part of the embodiment of the present invention, instead of all the embodiments.Based on this
Embodiment in invention, every other reality obtained by those of ordinary skill in the art without making creative efforts
Example is applied, shall fall within the protection scope of the present invention.
In the present invention, term " on ", "lower", "left", "right", "front", "rear", "top", "bottom", "inner", "outside",
" in ", "vertical", "horizontal", " transverse direction ", the orientation or positional relationship of the instructions such as " longitudinal direction " be orientation based on the figure or
Positional relationship.These terms are not intended to limit indicated dress primarily to better describe the present invention and embodiment
Set, element or component must have particular orientation, or constructed and operated with particular orientation.
Also, above-mentioned part term is other than it can be used to indicate that orientation or positional relationship, it is also possible to for indicating it
His meaning, such as term " on " also are likely used for indicating certain relations of dependence or connection relationship in some cases.For ability
For the those of ordinary skill of domain, the concrete meaning of these terms in the present invention can be understood as the case may be.
In addition, term " installation ", " setting ", " being equipped with ", " connection ", " connected " shall be understood in a broad sense.For example, it may be solid
Fixed connection, is detachably connected or monolithic construction；It can be mechanical connection, or electrical connection；It can be directly connected, either
It indirectly connected through an intermediary, or is two connections internal between device, element or component.For this field
For those of ordinary skill, the specific meanings of the above terms in the present invention can be understood according to specific conditions.
In addition, term " first ", " second " etc. are mainly used for distinguishing different devices, element or component (specifically
Type and construction may it is identical may also be different), be not intended to show or implies meaning showing device, element or component
Relative importance and quantity.Unless otherwise indicated, the meaning of " multiple " is two or more.
The embodiment of the invention discloses a kind of modular Hospital Sewage Treatment stations, may make the integral layout for the treatment of tank
Structure is more compact, reasonable and ingenious, reduces whole occupied area, saves engineering land used, save the cost；And use module
Change design, each module masonry can be realized prefabricated in advance, then transport live quick-assembling, greatly reduce design and construction week
Phase saves construction cost.
Below in conjunction with embodiment and attached drawing, further description of the technical solution of the present invention.
Also referring to Fig. 1 to Fig. 4, the embodiment of the invention provides a kind of modular Hospital Sewage Treatment station, the processing
It stands including multiple processing ponds being arranged, handling pond includes concrete foundation base plate 1a and multiple side wall 1b, this is more
A side wall 1b is fixedly arranged on concrete foundation base plate 1a and encloses with concrete foundation base plate 1a and connects, and each side wall 1b includes more
A masonry 111 successively piled up, each masonry 111 is interior to be equipped with hollow portion (not shown), is placed with reinforcing bar in the hollow portion and (does not scheme
Show) and filled with core grouted concrete 112, the core grouted concrete 112 is for fixed steel bars in hollow portion.
Since the side wall 1b in current most of Hospital Sewage Treatment pond is typically all to pass through multiple bricks to pile up spelling
Connect what combination was formed.But since brick is usually entity, cause the bearing capacity of brick limited, the property of shearing resistance and bending resistance
Can not be it is highly desirable, cause the capacity of resisting impact load of the pool wall in sewage treatment pond poor, thus processing pond side wall 1b
What cannot be built is too high, the situation that area is excessive, volume is too small so that sewage treatment pond occurs.And the present invention provides
The masonry 111 that uses of Hospital Sewage Treatment station side wall 1b can be with since the masonry 111 is the hollow structure with hollow portion
Reinforcing bar and core grouted concrete 112 are placed in the hollow portion of masonry 111, masonry can be enhanced using reinforcing bar and core grouted concrete 112
111 structural strength so as to enhance the strength and stiffness for the side wall 1b for handling pond, and then can pass through the height for increasing side wall 1b
Degree increases the volume in processing pond, advantageously reduces the occupied area for the treatment of stations, improves the space utilization rate for the treatment of stations, at raising
The synthesis utilization benefit of reason station land used.
In addition, masonry 111 provided by the invention uses modularized design, each module masonry 111 can be realized in advance in factory
It is prefabricated, and the size of masonry 111 can be determined according to the size in the processing pond at Hospital Sewage Treatment station, for example,
The size of masonry 111 can be 400mm*300mm*170mm, 400mm*400mm*170mm or 400mm*400mm*180mm etc.
Deng, then again by the masonry 111 made transport scene carry out quick-assembling, this can substantially reduce the construction period for the treatment of stations
And construction efficiency, it improves the construction efficiency for the treatment of stations and saves the construction cost for the treatment of stations, and process combination is flexible, is applicable in model
It encloses wide.
Wherein, the modularized design for handling pond refers to: the design of the masonry 111 of the side wall 1b in composition processing pond is to adopt
With modularized design, modules masonry 111 all has relative independentability, interchangeability and versatility, is advantageously implemented popularization doctor
The generalization of institute's Sewage Disposal.That is, the module masonry 111 can realize the exchange between module masonry 111, and can also meet not
The requirement in the processing pond of same specification, to meet the requirement for not having to Hospital Sewage Treatment station.Further, since composition processing pond
The shape, structure and specification of each module masonry 111 of side wall 1b are typically all to use standardized designs, so that mould
Block masonry 111 can be gone individually to carry out specialized manufacture by the separate branch or special factory of factory, convenient for batch of masonry 111
Amount production.
In the present embodiment, the connection between shearing resistance, tensile strength and the side wall 1b in order to improve masonry 111,
Concrete foundation base plate 1a is equipped with more constructional columns 3, which is embedded the side wall 1b in processing pond, this is conducive to
Reinforce the integral strength of side wall 1b, so that side wall 1b is not easy to collapse, effectively improves the safety in utilization in processing pond and make
Use the service life.
Specifically, since constructional column 3 is to be embedded in the side wall 1b in processing pond, and the construction for handling pond is first to pour
It builds concrete to form constructional column 3 and then pile up masonry 111 again, and the shape due to mostly handling pond is typically all side
(such as: square, cuboid) of shape, so can make in order to when piling up masonry 111 in both walls 1b intersection
Masonry 111 then can use a kind of the mixed of special shape in both walls 1b intersection with 3 seamless connection of constructional column herein
Solidifying clay model block, such as: 250-300mm calibrated bolck type, 400-500mm calibrated bolck type, 300mm right angle block type, 400mm right angle block type
Deng so as to improve the intensity for the side wall 1b for handling pond.
Such as: when the area for handling pond is 3m*3m, 300mm right angle block type can be used in both walls 1b intersection.When
When the area for handling pond is 4m*4m, 400mm right angle block type can be used in both walls 1b intersection.It is understood that at it
In his embodiment, the adoptable concrete mould block type of both walls 1b intersection can also be practical according to the area in processing pond
Depending on size, such as selection 250mm right angle block type etc..
Further, in order to which the load-bearing capacity for handling pond can be improved, which further includes that more collar tie beams (are not schemed
Show), which encloses on multiple side wall 1b, and in the short transverse of side wall 1b, has spacing between two adjacent collar tie beams.
Specifically, when concrete foundation base plate 1a piles up masonry 111 and reaches certain altitude, level is set on the side wall 1b in processing pond
Set collar tie beam.Such as: assuming that needing to be no more than 15 in the number of plies for piling up masonry 111 when the width of masonry 111 is less than or equal to 300mm
It is horizontally disposed with collar tie beam on the side wall 1b in processing pond when layer, specifically: when the number of plies for piling up masonry 111 is 5 layers, can locate
It manages and is horizontally disposed with collar tie beam on the side wall 1b in pond.Again for example: assuming that needing when the width of masonry 111 is more than or equal to 400mm in heap
It builds and is horizontally disposed with collar tie beam on the side wall 1b in processing pond of the number of plies of masonry 111 no more than 20 layers when, and need to be shaken with vibrating spear
It smashes, the concrete to ensure collar tie beam is closely knit enough.Specifically: it, can be in processing pond when the number of plies for piling up masonry 111 is 7 layers
Side wall 1b on be horizontally disposed with collar tie beam.
Using the design of collar tie beam, be beneficial to prevent due to uneven settlement of foundation, earthquake or other larger vibration loads and
The case where processing pond is damaged.
In the present embodiment, treating stations further include grid pond 10, which is set to the ground of hospital with processing pond
Lower layer, multiple processing ponds include the first pool portion and the second pool portion, and the second pool portion and the first pool portion are simultaneously
It arranges and is arranged in parallel.Grid pond 10 and processing pond are set to the subterranean layer of hospital, are not take up the space on ground upper layer, with can
Vacating space is used as other purposes, and then can save engineering land used.
Specifically, in conjunction with shown in Fig. 3 and Fig. 4, first pool portion and the second pool portion include setting gradually
And aligned conditioning tank 11, oxidation reaction pond 12, adsorption tank, sedimentation basin 14, sterilization pool 15 and discharge pond 16, this
The conditioning tanks 11 of two pool portions, oxidation reaction pond 12, adsorption tank, sedimentation basin 14, sterilization pool 15 and discharge pond 16 are respectively with the
Conditioning tank 11, oxidation reaction pond 12, adsorption tank, sedimentation basin 14, sterilization pool 15 and the discharge pond 16 of one pool portion correspond
Setting, grid pond 10 are set to the side of the conditioning tank 11 of the first pool portion and the conditioning tank 11 of the second pool portion, that is,
Say, first pool portion, the second pool portion and grid pond 10 are at approximate " ￢ " font arrangement.Using such layout side
Formula, the integral layout structure for advantageously allowing processing pond is more compact, reasonable, reduces whole occupied area, saves engineering
Land used, save the cost.
Wherein, the discharge pond 16 of the first pool portion is connected to the discharge pond 16 of the second pool portion, that is, the first pond portion
It is not provided with side wall 1b between the discharge pond 16 in the discharge pond 16 and the second pool portion divided, the construction that can reduce treating stations is bright,
It further reduces the cost.
Specifically, the side setting of the first pool portion is arranged in grid pond 10, close to the conditioning tank of the first pool portion
11, and the other side setting of the first pool portion is arranged in the second pool portion.
Wherein, which includes coagulating basin 13a and flocculation basin 13b, and coagulating basin 13a and flocculation basin 13b are side by side and parallel
Setting, the sewage that hospital generates first pass through coagulating basin 13a and are then passing through flocculation basin 13b.Specifically, the master of coagulating basin 13a
Acting on is: by adding some medicaments (usually positively charged coagulant) in coagulating basin 13a, so that the particle in sewage
Under mutual collision, adsorption and the Van der Waals force the effects of, it be combined with each other and becomes larger, to be conducive to separate from sewage
Out.The main function of flocculation basin 13b is: by adding some medicaments (usually flocculation aid) in coagulating basin 13a, so that
The particle for being difficult to separate in coagulating basin 13a from settlement of sewage in sewage in flocculation basin 13b can be aggregated with one another and be formed
Then colloid forms bigger floccule body in conjunction with the impurity in sewage, and then can precipitate from sewage, reach further
Purify the effect of sewage.
Further, it is equipped with water pump (not shown) in each processing pond, in the first pool portion and the second pond portion
In the adjacent two processing pond being divided to, water pump is used for the sewage transport in one of processing pond in the adjacent two processing pond
To another processing pond in the adjacent two processing pond.
Further, in order to can make hospital generate sewage enter conditioning tank 11 before can remove in sewage
Soft twister, larger solid particle sundries and floating material, it is preferable that the grid pond 10 may be provided at the sewage of hospital's generation
Into before conditioning tank 11, and the conditioning tank 11 with the conditioning tank 11 of the first pool portion and the second pool portion respectively of grid pond 10
Connection, can be removed with to realize sewage before entering conditioning tank 11 soft twister in sewage, larger solid particle sundries with
And the effect of floating material, to be conducive to protect the service life of subsequent water pump and the work for reducing treating stations processing sewage is negative
Lotus.
Hospital Sewage Treatment station in this patent is mainly used for handling the sewage of hospital, dirty to hospital of the invention below
The treatment process of water treatment station is simply described:
The sewage that hospital generates is successively successively by grid pond 10, conditioning tank 11, oxidation reaction pond 12, coagulating basin 13a, wadding
Solidifying pond 13b, sedimentation basin 14 are separated by solid-liquid separation, and the sludge separated, which enters after sludge-tank 18 is concentrated, enters back into filter press mistake
Filter, filtered dewatered sludge enter solid waste center processing and are uniformly processed；And the sewage that process sedimentation basin 14 is separated is then
Be discharged into sterilization pool 15, wherein played in sterilization pool 15 disinfection mainly using chlorine dioxide generator decomposite come
Chlorine dioxide is passed into and carries out disinfection for sterilization pool 15 to sewage, and the sewage after the disinfection of sterilization pool 15 has been symbol
The raw water of standardization can be directly discharged into the sewage network in city, then be uniformly processed.
In the present embodiment, treating stations further include control system (not shown), when the sewage of the treating stations is located at the first water
When position, control system is for controlling the starting operation of the first pool portion, alternatively, control system is opened for controlling the second pool portion
Dynamic operation；And when the sewage for the treatment of stations is located at the second water level, control system is for controlling the first pool portion and the second pond
Part starting operation, wherein the second water level is higher than the first water level.
It can learn, the first water level can are as follows: the water level into the sewage of grid pond 10 is 10 height of side wall of grid pond
Half and wastewater level below, i.e., the water level of sewage when treating stations sewage to be treated is fewer at this time；And the second water
Position can are as follows: into grid pond 10 sewage water level be 10 height of side wall of grid pond half and more wastewater level, i.e., this
When treating stations sewage to be treated it is more when sewage water level.
Hospital Sewage Treatment station of the invention includes two pool portions, and each pool portion is equipped with independent control system
System, so that treating stations can handle the total amount of sewage according to actual needs to determine the quantity in operation processing pond, that is, work as treating stations
Sewage when being located at the first water level, i.e., when Hospital Sewage Treatment station at this time is in underload, can only run the first pool portion
Or second pool portion a wherein pool portion, and when the sewage for the treatment of stations is located at the second water level, i.e., treating stations at this time
In at full capacity when, can run the first pool portion and the second pool portion simultaneously, be conducive to improve treating stations processing sewage
Efficiency, it is energy-efficient.
In addition, the autonomous control system that the present invention uses is the integrated design, can set in Automatic Control treating stations
Standby fully automatic operation, thus advantageously allow Sewage Disposal use and manage it is more convenient, reduce management difficulty.
It should learn, the treatment process of the first pool portion and the second pool portion processing sewage is not interfered,
Such as: when the processing pond of the first pool portion, which is broken down, to be unable to run, the second pool portion can still be operated normally to dirt
Water is handled；Likewise, the first pool portion still may be used when the processing pond of the second pool portion is broken down and is unable to run
Normal operation handles sewage.
In the present embodiment, treating stations further include being located at the equipment room 17 of the subterranean layer of hospital and being arranged in equipment room 17 1
The sludge-tank 18 of side, the equipment room 17 are arranged close to the oxidation reaction pond 12 of the first pool portion and adsorption tank.Specifically, this sets
17 are connected to the sedimentation basin 14 and sludge-tank 18 of the first pool portion and the second pool portion respectively between standby, are used for sedimentation basin
Sludge in 14 transports sludge-tank 18.Sludge-tank and sedimentation basin are not arranged side by side, so that the layout for the treatment of stations is more reasonable
With it is compact, the occupied area for the treatment of stations can be reduced.In addition, in order to avoid the sewage handled due to Hospital Sewage Treatment station is excessively led
It causes to generate a large amount of sludge and equipment room occur and be difficult to that the sludge in sedimentation basin is transported sludge-tank 18 rapidly, treating stations also wrap
Include the reserved equipment room 23 set on 17 side of equipment room.
It can learn, since the concentration of dissolved oxygen in processing pond is generally all relatively low, be easy to cause discharge
Sewage be difficult to it is up to standard, so generally in order to improve processing pond in dissolved oxygen concentration, treating stations further include be set to sludge-tank
Air blast computer room 24 between 18 and reserved equipment room 23.The air blast computer room 24 is mainly used for giving processing pond aeration, i.e., will pressure
Contracting air is sent into processing pond by pipeline, with meet oxygen amount and sewage required for the aerobic microbiological in processing pond with
The mixing condition that activated sludge comes into full contact with, so as to further increase the purification efficiency of sewage treatment.
In addition, in order to can be to the equipment used in Hospital Sewage Treatment station (such as: water pump, sludge pump, in air blast computer room
Blower etc.) power supply, which further includes the power distribution station 25 set on 17 side of equipment room.
In the present embodiment, in order to any processing pond and/or grid pond 10 failure when can deposit in time
Sewage is stored up, avoids sewage is unprocessed from just discharging, which further includes being located at the subterranean layer of hospital and can temporarily storing dirt
The accident pool 19 of water, the accident pool 19 is between equipment room 17 and grid pond 10, and accident pool 19 is connected to conditioning tank 11.Accident
Why pond 19 needs to be connected to conditioning tank 11, and being primarily due to accident pool 19 can not play the role of purifying sewage, but
The work of temporarily storage sewage is played when having any processing pond and/or grid pond 10 to break down sewage can not be handled
With, that is to say, that after the completion of pond to be processed and/or the maintenance of grid pond 10, it is still necessary to extremely by the sewage transport in accident pool 19
Processing pond handles sewage.That is, if there is part processing pond to break down in the first pool portion, the failure
Processing pond in sewage can be delivered in accident pool and stored.
Similarly, if thering is part processing pond to break down in the second pool portion, in the processing pond of the failure
Sewage can be delivered in accident pool and stored.
Similarly, if the processing pond of the first pool portion and the processing pond of the second pool portion are broken down,
Sewage in the processing pond of the failure, which can be delivered in accident pool, to be stored.
Similarly, when the failure of grid pond 10 needs to overhaul, then will lead to treating stations can not temporarily carry out sewage
Processing, the sewage that hospital at this time generates will enter accident pool 19, be temporarily stored within accident pool 19, repaired to grid pond 10
Cheng Hou, then the sewage transport in accident pool 19 to processing pond handles sewage.
In the present embodiment, since the sludge separated out of sedimentation basin 13 is moist, i.e., in sludge-tank sludge
It is also humidity, in order to dry the sludge of sludge-tank, which further includes the ground upper layer of hospital being arranged in and for drying
In sludge-tank 20 between the sludge dewatering of sludge, 20 positioned at the top of accident pool 19 between the sludge dewatering, enters filters pressing convenient for sludge
Machine filtering.
In conjunction with shown in Fig. 5 and Fig. 6, it can focus on and manage in order to facilitate medical waste, house refuse and sewage,
The ground upper layer of hospital is provided between medical waste arranged side by side 21 between 22 and house refuse, between the medical waste 22 and life
Refuse container chamber 21 is arranged at the top of equipment room 17, wherein 22 20 setting between sludge dewatering is closed between medical waste, convenient for filtering
Dewatered sludge and medical waste, house refuse afterwards, which is transported to solid waste center processing, to be uniformly processed, that is, dirty convenient for hospital's dangerization
Centralized management simplifies the auxiliary functional zones such as Clinical Buildings.
Further, since respectively processing pond needs chemical agent to be added when handling sewage, and in order to reduce treating stations
To the occupied area of the subterranean layer of hospital, between the ground upper layer of hospital is provided with dosing 28 between 26 and drug storage.26 between the dosing
21 side between house refuse, the chemical agent being mainly used for needed for being launched to processing pond.And it is main because of between drug storage 28
If for storing the 26 all kinds of chemical agents used between dosing, so in order to facilitate by the chemical agent between drug storage 28
It transports 26 between dosing, 28 close on 26 settings between dosing between the drug storage, and the top of air blast computer room 24 is arranged in.
Likewise, in order to reduce treating stations to the occupied area of the subterranean layer of hospital, and can ensure through hospital sewage
The sewage that treating stations emit reaches sewage drainage standard, is additionally provided between drug storage 28 simultaneously on the ground upper layer of hospital
The laboratory 27 of setting is arranged, which is arranged in the top of air blast computer room 24, and the laboratory 27 is mainly used for detecting
Whether reach the standard of discharge by the sewage of sterilization pool 15, can avoid occurring what below standard sewage was discharged by discharge pond 16
Situation and the case where pollute environment, to it is advantageously ensured that be the mark for reaching sewage discharge by the sewage that discharge pond 17 is discharged
Standard avoids pollution environment.
In the present embodiment, since processing pond is the subterranean layer that hospital is arranged in, in order to further increase processing water
The bearing capacity in pond, the top in the processing pond are equipped with concrete roof 1c, and the concrete roof top plate 1c is for closing and its
The opening in corresponding processing pond.Specifically, concrete roof 1c is prefabricated components, i.e. concrete roof 1c is in advance in work
Factory customizes, and then transports to scene and is installed again, can reduce the construction period for the treatment of stations, improves the efficiency for the treatment of stations, into
And construction cost can be saved.
In addition, the gap between corresponding block concrete the top plate 1c, two adjacent concrete roof 1c in each processing pond, is adopted
With cement mortar joint filling.The corresponding block concrete top plate 1c in each processing pond, facilitates the transport of concrete roof.
Further, the sewage handled in order to prevent in pond leaks out, the surface of each concrete roof 1c and each
Multiple side wall 1b in processing pond are equipped with waterproof mortar course (not shown).Likewise, sewage is to processing pond in order to prevent
Concrete roof 1c and side wall 1b generates corrosion, and the surface of the waterproof mortar course is coated with anticorrosive paint.
The construction method in the processing pond at Hospital Sewage Treatment station of the invention is simply described below:
The concrete foundation base plate 1a and constructional column 3 for first pouring out processing pond, then on the 1a of concrete foundation floor
And multiple wall 1b that multiple masonries 111 have formed processing pond are piled up between constructional column, it is needed when piling up masonry 111
Collar tie beam is set every several layers of masonries 111 to enhance the intensity of side wall 1b, and smears waterproof mortar on the surface of multiple wall 1b and prevents
Rotten coating, then the overthe openings in processing pond install concrete roof 1c, to form closed processing pond.
It is to be noted that being required to adopt when the insufficient space piled up piles up the place of the size of insufficient half block masonry 111
It is poured with glues pouring machine.In addition, need to ensure that mortar is full when piling up masonry 111, mortar is uniform, and will be with block with hook.
The embodiment of the present invention provides a kind of modular Hospital Sewage Treatment station, is piled up using multiple masonries with hollow portion
It is spliced to form the side wall in processing pond, by placing reinforcing bar and core grouted concrete in hollow portion, to enhance the structural strength of masonry,
So as to enhance the strength and stiffness for the side wall for handling pond, and then can pass through the body in the height increase processing pond for increasing side wall
Product, and then the occupied area for the treatment of stations is advantageously reduced, the space utilization rate for the treatment of stations is improved, the synthesis for the treatment of stations land used is improved
Utilization benefit.And masonry uses modularized design, and each module masonry can realize prefabricated in advance, the fast Speed Pinyin in the scene of then transporting
Dress greatly reduces the design and construction period and reduces difficulty of construction, saves construction cost.Furthermore the multiple of subterranean layer are set
The shape to be formed is arranged similar to " ￢ in processing pond ", it may make the integral layout structure in processing pond more compact, reasonable
And it is ingenious, whole occupied area is reduced, engineering land used is saved, improves the synthesis utilization benefit for the treatment of stations land used.
In addition, modular Hospital Sewage Treatment provided by the invention station includes two pool portions, and each pool portion
It is equipped with autonomous control system, each autonomous control system is the integrated design, can equipment in Automatic Control treating stations
Fully automatic operation, thus advantageously allow Sewage Disposal use and manage it is more convenient, reduce management difficulty.
A kind of modular Hospital Sewage Treatment station disclosed by the embodiments of the present invention is described in detail above, herein
Apply that a specific example illustrates the principle and implementation of the invention, the explanation of above example is only intended to help
Understand a kind of modular Hospital Sewage Treatment station and its core concept of the invention；Meanwhile for the general technology people of this field
Member, according to the thought of the present invention, there will be changes in the specific implementation manner and application range, to sum up, in this specification
Appearance should not be construed as limiting the invention.
Claims (10)
1. a kind of modular Hospital Sewage Treatment station, which is characterized in that the treating stations include multiple processing water being arranged
Pond, the processing pond include:
Concrete foundation base plate；And
Multiple side walls, the multiple side wall, which is fixedly arranged on the concrete foundation base plate and encloses with the concrete foundation base plate, to be connected
It connects, each side wall includes multiple masonries successively piled up, and hollow portion is equipped in each masonry, is put in the hollow portion
It is equipped with reinforcing bar and filled with core grouted concrete, the core grouted concrete is for fixing the reinforcing bar in the hollow portion.
2. modular Hospital Sewage Treatment according to claim 1 station, which is characterized in that on the concrete foundation base plate
Equipped with more constructional columns, the constructional column is embedded the side wall in the processing pond.
3. modular Hospital Sewage Treatment according to claim 1 station, which is characterized in that the processing pond further includes more
Root collar tie beam, the collar tie beam enclose on the multiple side wall, and in the short transverse of the side wall, the collar tie beam of adjacent two
Between have spacing.
4. modular Hospital Sewage Treatment according to any one of claims 1 to 3 station, which is characterized in that the treating stations
It further include grid pond, the grid pond and the subterranean layer for handling pond and being set to hospital, the multiple processing pond includes
First pool portion and the second pool portion, second pool portion side by side and are arranged in parallel with first pool portion；
First pool portion and second pool portion include setting gradually and aligned conditioning tank, oxygen
Change reaction tank, adsorption tank, sedimentation basin, sterilization pool and discharge pond；
The conditioning tank, oxidation reaction pond, adsorption tank, sedimentation basin, sterilization pool and the discharge pond difference of second pool portion
With the conditioning tank of first pool portion, oxidation reaction pond, adsorption tank, one a pair of sedimentation basin, sterilization pool and discharge pond
It should be arranged；
Wherein, the discharge pond of first pool portion is connected to the discharge pond of second pool portion；
The grid pond is set to the conditioning tank of first pool portion and the conditioning tank of second pool portion
Side, and connect respectively with the conditioning tank of the conditioning tank of first pool portion and second pool portion
It is logical.
5. modular Hospital Sewage Treatment according to claim 4 station, which is characterized in that in each processing pond
Equipped with water pump, in the adjacent two processing pond of first pool portion and second pool portion, the water pump
For by sewage transport in one of them processing pond in the adjacent two processing pond to adjacent two place
Manage another processing pond in pond.
6. modular Hospital Sewage Treatment according to claim 4 station, which is characterized in that the treating stations further include control
System；
When the sewage of the treating stations is located at the first water level, the control system is for controlling first pool portion or described
The starting operation of second pool portion；
When the sewage of the treating stations is located at the second water level, the control system is for controlling first pool portion and described
The starting operation of second pool portion；
Wherein, second water level is higher than first water level.
7. modular Hospital Sewage Treatment according to claim 5 or 6 station, which is characterized in that the treating stations further include
It is located at the equipment room of the subterranean layer of the hospital and the sludge-tank of the equipment room side is set；
The equipment room is arranged close to the oxidation reaction pond of first pool portion and the adsorption tank, and the equipment
Between be connected to respectively with the sedimentation basin and the sludge-tank of first pool portion and second pool portion, it is described
Equipment room is used to the sludge in the sedimentation basin transporting the sludge-tank.
8. modular Hospital Sewage Treatment according to claim 7 station, which is characterized in that the treating stations further include being located at
The accident pool of the subterranean layer of the hospital, the accident pool is between the equipment room and the grid pond, and the accident
Pond is connected to the conditioning tank, and the accident pool is used to deposit when any processing pond and/or the grid pond are broken down
Store up sewage.
9. modular Hospital Sewage Treatment according to claim 8 station, which is characterized in that the treating stations further include setting
Between the sludge dewatering on the ground upper layer of hospital, the top of the accident pool, the sludge dewatering are located between the sludge dewatering
Between for drying the sludge in the sludge-tank.
10. modular Hospital Sewage Treatment according to any one of claims 1 to 3 station, which is characterized in that each processing
The top in pond is equipped with concrete roof, and the concrete roof is used to close the opening in the corresponding processing pond,
The multiple side wall in the surface of each concrete roof and each processing pond is equipped with waterproof mortar course.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910121476.3A CN109809591A (en) | 2019-02-19 | 2019-02-19 | Modular Hospital Sewage Treatment station |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910121476.3A CN109809591A (en) | 2019-02-19 | 2019-02-19 | Modular Hospital Sewage Treatment station |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111115951A (en) * | 2019-12-23 | 2020-05-08 | 成都碧水水务建设工程有限公司 | Equipment modular assembly type sewage treatment station and rapid factory building method thereof |
Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3673750A (en) * | 1968-06-10 | 1972-07-04 | Svenska Icopalfabriken Ab | Bottom for buildings without basement, and a method of making such bottom |
| US20020157344A1 (en) * | 1999-09-16 | 2002-10-31 | Christopher J. Dean | Method for reinforcing hollow concrete block walls |
| CN101041981A (en) * | 2007-04-30 | 2007-09-26 | 哈尔滨工业大学 | Reinforcing bars building block short-limb masonry shear wall structure |
| CN101831970A (en) * | 2010-02-10 | 2010-09-15 | 黄靓 | Integrally assembled wallboard wall and construction method thereof |
| CN201687105U (en) * | 2010-02-10 | 2010-12-29 | 黄靓 | Assembled monolithic wallboard wall |
| CN102561551A (en) * | 2012-01-10 | 2012-07-11 | 湖南大学 | Thick wall and construction method thereof |
| CN204151207U (en) * | 2014-11-05 | 2015-02-11 | 乐山倍创机械制造有限公司 | Infectious hospital's sewage purification intelligent control treatment system |
| CN104787959A (en) * | 2014-01-21 | 2015-07-22 | 贵州澳源环保科技有限公司 | Hospital wastewater treatment system and treatment method |
| CN206494816U (en) * | 2017-01-20 | 2017-09-15 | 王迎春 | A kind of sewage-treatment plant |
| CN209721791U (en) * | 2019-02-19 | 2019-12-03 | 深圳市建筑设计研究总院有限公司 | A kind of modular Hospital Sewage Treatment station |
-
2019
- 2019-02-19 CN CN201910121476.3A patent/CN109809591A/en active Pending
Patent Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3673750A (en) * | 1968-06-10 | 1972-07-04 | Svenska Icopalfabriken Ab | Bottom for buildings without basement, and a method of making such bottom |
| US20020157344A1 (en) * | 1999-09-16 | 2002-10-31 | Christopher J. Dean | Method for reinforcing hollow concrete block walls |
| CN101041981A (en) * | 2007-04-30 | 2007-09-26 | 哈尔滨工业大学 | Reinforcing bars building block short-limb masonry shear wall structure |
| CN101831970A (en) * | 2010-02-10 | 2010-09-15 | 黄靓 | Integrally assembled wallboard wall and construction method thereof |
| CN201687105U (en) * | 2010-02-10 | 2010-12-29 | 黄靓 | Assembled monolithic wallboard wall |
| CN102561551A (en) * | 2012-01-10 | 2012-07-11 | 湖南大学 | Thick wall and construction method thereof |
| CN104787959A (en) * | 2014-01-21 | 2015-07-22 | 贵州澳源环保科技有限公司 | Hospital wastewater treatment system and treatment method |
| CN204151207U (en) * | 2014-11-05 | 2015-02-11 | 乐山倍创机械制造有限公司 | Infectious hospital's sewage purification intelligent control treatment system |
| CN206494816U (en) * | 2017-01-20 | 2017-09-15 | 王迎春 | A kind of sewage-treatment plant |
| CN209721791U (en) * | 2019-02-19 | 2019-12-03 | 深圳市建筑设计研究总院有限公司 | A kind of modular Hospital Sewage Treatment station |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111115951A (en) * | 2019-12-23 | 2020-05-08 | 成都碧水水务建设工程有限公司 | Equipment modular assembly type sewage treatment station and rapid factory building method thereof |
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