CN107082460A - Prefabricated square treatment tank - Google Patents
Prefabricated square treatment tank Download PDFInfo
- Publication number
- CN107082460A CN107082460A CN201710493507.9A CN201710493507A CN107082460A CN 107082460 A CN107082460 A CN 107082460A CN 201710493507 A CN201710493507 A CN 201710493507A CN 107082460 A CN107082460 A CN 107082460A
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- Prior art keywords
- plate
- bottom plate
- outside
- surrounding
- inner panel
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- 239000011150 reinforced concrete Substances 0.000 claims abstract description 25
- 210000004883 areola Anatomy 0.000 claims abstract description 3
- 239000004567 concrete Substances 0.000 claims description 37
- 239000010865 sewage Substances 0.000 claims description 11
- 238000009413 insulation Methods 0.000 claims description 9
- 210000003205 muscle Anatomy 0.000 claims description 4
- 238000010276 construction Methods 0.000 abstract description 11
- 238000005516 engineering process Methods 0.000 abstract description 7
- 238000000034 method Methods 0.000 abstract description 5
- 229910000831 Steel Inorganic materials 0.000 description 10
- 239000010959 steel Substances 0.000 description 10
- 230000002787 reinforcement Effects 0.000 description 8
- 238000009434 installation Methods 0.000 description 5
- 238000001914 filtration Methods 0.000 description 4
- 230000003014 reinforcing effect Effects 0.000 description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 4
- IJGRMHOSHXDMSA-UHFFFAOYSA-N Atomic nitrogen Chemical compound N#N IJGRMHOSHXDMSA-UHFFFAOYSA-N 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- OAICVXFJPJFONN-UHFFFAOYSA-N Phosphorus Chemical compound [P] OAICVXFJPJFONN-UHFFFAOYSA-N 0.000 description 1
- 241001148470 aerobic bacillus Species 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000004043 dyeing Methods 0.000 description 1
- 239000012535 impurity Substances 0.000 description 1
- 238000009776 industrial production Methods 0.000 description 1
- 230000008595 infiltration Effects 0.000 description 1
- 238000001764 infiltration Methods 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000012528 membrane Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 229910052757 nitrogen Inorganic materials 0.000 description 1
- 230000000050 nutritive effect Effects 0.000 description 1
- 229910052698 phosphorus Inorganic materials 0.000 description 1
- 239000011574 phosphorus Substances 0.000 description 1
- 238000007639 printing Methods 0.000 description 1
- 230000001105 regulatory effect Effects 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 241001148471 unidentified anaerobic bacterium Species 0.000 description 1
- 239000002351 wastewater Substances 0.000 description 1
- 238000009941 weaving Methods 0.000 description 1
Classifications
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
Landscapes
- Life Sciences & Earth Sciences (AREA)
- Hydrology & Water Resources (AREA)
- Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Water Supply & Treatment (AREA)
- Chemical & Material Sciences (AREA)
- Organic Chemistry (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The present invention relates to the prefabricated square treatment tank of one kind, including bottom plate, side plate, end plate and dividing plate, bottom plate, side plate and end plate surround the square treatment tank of upper end open, the internal cavities of square treatment tank are divided into multiple areolas by dividing plate, bottom plate is cast-in-site reinforced concrete floor, the surrounding of bottom plate is provided with seam, side plate is prefabricated reinforced concrete side plate, end plate is prefabricated reinforced concrete end plate, dividing plate is prefabricated reinforced concrete dividing plate, locating slot is provided with bottom plate and side plate, the lower end of dividing plate is inserted into the locating slot on bottom plate, and be fixedly connected with bottom plate, the termination of dividing plate is inserted into the locating slot on side plate, and be fixedly connected with side plate, the present invention is by the side plate for the treatment of tank, dividing plate and end plate are using prefabricated in advance, later stage assembling is spliced and pours into a mould the method construction treatment tank of seam, the construction period for the treatment of tank can effectively be shortened, simplify building technology, reduce labor intensity, reduce construction cost.
Description
Technical field
The present invention relates to the building technology field for the treatment of tank, and in particular to a kind of side built by prefabricated mode
Shape treatment tank.
Background technology
Sewage disposal is one of program that current field of industrial production is frequently necessary to, in particular for various weavings, papermaking,
The industries such as printing and dyeing, chemical industry, because wastewater flow rate is big, such as without reliable sewage disposal, then will cause extremely serious to environment
Pollution.For current sewage disposal system, pretreatment system, biochemical treatment system, muddy water filtration system three are mainly included
It is most of；Pretreatment system is mainly made up of grid filtering ponds, regulating reservoir, for filtering out large granular impurity, and makes sewage quality
Keep uniform；Biochemical treatment system is mainly made up of the processing system such as anaerobism, anoxic, aerobic, in the feelings that sewage load is larger
Under condition, generally it is made up of anaerobic pond, anoxic pond, Aerobic Pond, it is necessary to add anaerobic bacteria, aerobic bacteria etc. in biochemical treatment tank,
Them is reacted with the nitrogen and phosphorus element in sewage, remove rich nutritive material；Muddy water filtration system is then main by air supporting system
System, second pond etc. are constituted, and are substantially carried out the physical separation of mud and clear water.It follows that sewage treatment plant is building at present
When, it is necessary to build multiple processing ponds, processing pond is reinforced concrete structure mostly, it is necessary to cast-in-site, and for large-scale dirt
Water treatment plant, often floor space is larger for each processing pond, and this is resulted in, and each processing pond construction period is long, and building technology is numerous
It is trivial, it is necessary to substantial amounts of labour, and labor intensity is larger.
The content of the invention
In summary, in order to overcome the shortcomings of prior art problem, the invention provides the prefabricated square sewage disposal of one kind
Pond, it is using prefabricated in advance, later stage assembling splicing and the side for pouring into a mould seam by the side plate, dividing plate and end plate for the treatment of tank
Method builds treatment tank, can effectively shorten the construction period for the treatment of tank, simplifies building technology, reduces work strong
Degree, reduces construction cost.
In order to solve the above technical problems, the technical solution adopted by the present invention is：
A kind of prefabricated square treatment tank, wherein：Including bottom plate, side plate, end plate and dividing plate, bottom plate, side plate and end plate are surrounded
The internal cavities of square treatment tank are divided into multiple small skies by the square treatment tank of upper end open, described dividing plate
Chamber, described bottom plate is cast-in-site reinforced concrete floor, and the surrounding of bottom plate is provided with seam, and described side plate is pre-manufactured steel
Reinforced concrete side plate, the surrounding of side plate is provided with seam, and described end plate is prefabricated reinforced concrete end plate, and the surrounding of end plate is set
Seam is equipped with, described dividing plate is to be provided with locating slot on prefabricated reinforced concrete dividing plate, described bottom plate and side plate, dividing plate
Lower end is inserted into the locating slot on bottom plate, and is fixedly connected with bottom plate, and the termination of dividing plate is inserted into the locating slot on side plate,
And be fixedly connected with side plate, the described lower end of side plate and the side of bottom plate is positioned by seam, and is fixedly connected, described end
The lower end of plate and the two ends of bottom plate position and fix connection by seam, and the two ends of described end plate are positioned with side plate by seam
And be fixedly connected, it is provided with described end plate or/and side plate or/and dividing plate at multiple service sleeves, described square sewage
Cover plate is provided with reason pond, described cover plate is to be provided with multiple open on cast-in-site reinforced concrete cover plate, described cover plate
Mouthful.
Technical scheme may also is that realization：The surrounding of described bottom plate is reserved with bottom splice,
Locating slot and middle part splice are provided with the middle part of bottom plate, the surrounding of described side plate is reserved with side splice, described
The surrounding of end plate is reserved with end bar joint, after the bottom muscle joint of bottom plate side is welded and fixed with the side splice of side plate lower end
Concrete is poured into a mould, being fixedly connected for bottom plate and side plate is realized, the bottom splice at bottom plate two ends and the end bar of end plate lower end connect
Head pours into a mould concrete after being welded and fixed, and realizes being fixedly connected for bottom plate and end plate, side splice and the end plate two at side plate two ends
The end bar weld at end pours into a mould concrete after fixing, and realizes being fixedly connected for side plate and end plate.
Technical scheme may also is that realization：Described side plate is by multiple prefabricated reinforced concrete side plates
Unit mutually splices fixation and formed, and described side plate unit is three-decker, including set gradually from inside to outside apodema, side
Heat-insulation layer and side outside plate, apodema and side outside plate are armoured concrete slab, and the size of described side outside plate is more than apodema
Size, and apodema is corresponding with side outside plate center, the surrounding of apodema is connected with the surrounding of side outside plate by side splice.
Technical scheme may also is that realization：Described end plate is by multiple prefabricated reinforced concrete end plates
Unit mutually splices fixation and formed, and described header unit is three-decker, including set gradually from inside to outside end inner panel, end
Heat-insulation layer and end outside plate, end inner panel and end outside plate are armoured concrete slab, and the size of end inner panel is more than the size of end outside plate, end
Inner panel is corresponding with end outside plate center, and the surrounding of described end inner panel is connected with the surrounding of end outside plate by end bar joint.
Technical scheme may also is that realization：Described dividing plate is by multiple prefabricated reinforced concrete dividing plates
Unit mutually splices fixation and formed, and described separator unit is three-decker, including every inner panel, every heat-insulation layer and every outside plate, every
Inner panel and be armoured concrete slab every outside plate, aligns with the upper end every inner panel every the upper end of outside plate, is less than every the lower end of outside plate
It is concordant with the side every inner panel every the side of outside plate every the lower end of inner panel, it is longer than every another side length of outside plate every the another of inner panel
Side, the surrounding every inner panel with the surrounding every outside plate by being connected every splice, locating slot on described bottom plate correspondence every
The lower end of outside plate.
Beneficial effects of the present invention are：
1st, the present invention is that the side plate, dividing plate and end plate for the treatment of tank are used to prefabricated in advance, and later stage assembling, which is spliced, simultaneously pours into a mould
The method of seam builds treatment tank, can effectively shorten the construction period for the treatment of tank, simplifies building technology, reduces
Labor intensity, reduces construction cost.
2nd, bottom plate, side plate, dividing plate and end plate of the invention are by reserved steel bar joint, after splice is mutually permanently connected
Interfixing between bottom plate, side plate, dividing plate and end plate is realized by way of pouring into a mould concrete, make bottom plate, side plate, dividing plate and
End plate is integrally formed joint, so that firm and reliable connection each other, will not the phenomenon of leak infiltration occur.
Brief description of the drawings
Fig. 1 is structural representation of the invention；
Fig. 2 is Fig. 1 of present invention A-A schematic cross-sectional views；
Fig. 3 is Fig. 1 of present invention B-B schematic cross-sectional views；
Fig. 4 is the structural representation of the side plate unit of the present invention；
Fig. 5 is Fig. 4 of present invention schematic top plan view；
Fig. 6 is the structural representation of the header unit of the present invention；
Fig. 7 is Fig. 6 of present invention left view schematic diagram；
Fig. 8 is the structural representation of the separator unit of the present invention；
Fig. 9 is Fig. 8 of present invention left view schematic diagram.
Embodiment
The present invention is described in further detail below in conjunction with the accompanying drawings.
As shown in Figure 1, Figure 2, Figure 3, Figure 4, a kind of prefabricated square treatment tank, including bottom plate 1, side plate 2, end plate 3 and
Dividing plate 4, bottom plate 1, side plate 2 and end plate 3 surround the square treatment tank of upper end open, and described dividing plate 4 is by square sewage
The internal cavities in reason pond are divided into multiple areolas, and described bottom plate 1 is cast-in-site reinforced concrete floor 1, the four of bottom plate 1
It is provided with seam week, described side plate 2 is prefabricated reinforced concrete side plate, and the surrounding of side plate 2 is provided with seam, described end plate
3 be prefabricated reinforced concrete end plate, and the surrounding of end plate 3 is provided with seam, and described dividing plate 4 is prefabricated reinforced concrete dividing plate,
Locating slot 5 is provided with described side plate 2 and bottom plate 1, the lower end of dividing plate 4 is inserted into the locating slot 5 on bottom plate 1, and with bottom
Plate 1 is fixedly connected, and the termination of dividing plate 4 is inserted into the locating slot 5 on side plate 2, and is fixedly connected with side plate 2, described side plate 2
Lower end and the side of bottom plate 1 positioned by seam, and be fixedly connected, the lower end and the two ends of bottom plate 1 of described end plate 3 pass through
Seam positions and fixes connection, and the two ends of described end plate 3 are positioned and fixed with side plate 2 by seam to be connected, described end plate 3
Or/and be provided with side plate 2 or/and dividing plate 4 on multiple service sleeves 6, described square treatment tank and be provided with cover plate 7,
Described cover plate 7 is to be provided with multiple openings on cast-in-site reinforced concrete cover plate 7, described cover plate 7.
The surrounding of described bottom plate 1 is reserved with bottom splice, and the middle part of bottom plate 1 is provided with locating slot 5 and middle part reinforcing bar
Joint, described side plate 2 is formed by the mutually splicing fixation of multiple prefabricated reinforced concrete side plate units 21, described side plate unit
21 be three-decker, including apodema 22, side heat-insulation layer 23 and the side outside plate 24 set gradually from inside to outside, apodema 22 and side
Outside plate 24 is armoured concrete slab, and the size of described side outside plate 24 is more than the size of apodema 22, and apodema 22 and side
The center of outside plate 24 correspondence, the surrounding of apodema 22 is connected with the surrounding of side outside plate 24 by side splice.End plate 3 is by multiple pre-
Armored concrete header unit 31 processed mutually splicing fixation is formed, and header unit 31 is three-decker, including from inside to outside successively
End inner panel 32, end heat-insulation layer 33 and the end outside plate 34 of setting, end inner panel 32 and end outside plate 34 are armoured concrete slab, hold inner panel
32 size is more than the size of end outside plate 34, and end inner panel 32 and end outside plate 34 center are corresponding, the described surrounding for holding inner panel 32 and
The surrounding of end outside plate 34 is connected by end bar joint.Dividing plate 4 is mutually spliced by multiple prefabricated reinforced concrete separator units 41
Fixation is formed, and described separator unit 41 is three-decker, including every inner panel 42, every heat-insulation layer 43 and every outside plate 44, every inner panel
42 and be armoured concrete slab every outside plate 44, alignd every the upper end of outside plate 44 with every the upper end of inner panel 42, every under outside plate 44
End is less than every the lower end of inner panel 42, concordant with every the side of inner panel 42 every the side of outside plate 44, every another side length of outside plate 44
Be longer than the opposite side every inner panel 42, every inner panel 42 surrounding with the surrounding every outside plate 44 by being connected every splice, it is described
The correspondence of locating slot 5 on bottom plate 1 is every the lower end of outside plate 44.The bottom muscle joint of the side of bottom plate 1 and the side splice of the lower end of side plate 2
Concrete is poured into a mould after being welded and fixed, being fixedly connected for bottom plate 1 and side plate 2, bottom splice and the end plate 3 at the two ends of bottom plate 1 is realized
The end bar weld of lower end pours into a mould concrete after fixing, and realizes being fixedly connected for bottom plate 1 and end plate 3, the side at the two ends of side plate 2
The end bar weld at splice and the two ends of end plate 3 pours into a mould concrete after fixing, and realizes the fixed company of side plate 2 and end plate 3
Connect.
The construction technology of above-mentioned prefabricated square treatment tank, wherein：Comprise the following steps that：
A, prefabricated side plate unit 21, header unit 31, separator unit 41；
B, smooth compacting ground, the floor manufacture framework of steel reinforcement after smooth, in framework of steel reinforcement upper concrete, build bottom plate
1, when pouring into a mould concrete, the distance that four sides of framework of steel reinforcement reserve 30 ~ 60cm is not poured into a mould, also, the intermediate membrane of bottom plate 1
4 installation sites, preset locating slot 5, and the width of locating slot 5 is identical with the thickness every outside plate 44, and middle part steel is reserved on the side of locating slot 5
Muscle joint, the installation site every inner panel 42 of the position correspondence dividing plate 4 of middle part splice.
C, after after concrete setting, lift side plate unit 21, outside, apodema 22 exists the side outside plate 24 of side plate unit 21
Interior, the bottom of side outside plate 24 is contacted with ground, the side splice of the lower end of apodema 22 and the reinforcing bar bridge joint of bottom plate 1
Touch, by diagonal brace support side plate unit 21, then, the framework of steel reinforcement of the side splice of the lower end of apodema 22 and bottom plate 1 is welded
Fixation is connect, template is finally set up, splice and the framework of steel reinforcement upper concrete of bottom plate 1, treat the concrete setting in side
Being fixedly connected for single side plate unit 21 and bottom plate 1 is realized afterwards.
D, repeat step c, install new side plate unit 21, and the side reinforcing bar of the junction of adjacent two side plate units 21 connects
Head is welded and fixed, and lifts separator unit 41, the end of separator unit 41 every splice and two adjacent side plate units 21 it
Between side splice cross weld fix, finally set up template in side splice and every the junction of splice, and pour
Concrete is noted, after after concrete setting, realizing being fixedly connected for dividing plate 4 and side plate 2；When lifting separator unit 41, dividing plate list
Member 41 every outside plate 44 lower end insertion bottom plate 1 on locating slot 5 in, by every the lower end of inner panel 42 every splice and bottom plate 1
On middle part reinforcing bar weld fix, set up template and simultaneously pour into a mould concrete, after band concrete setting, realize dividing plate 4 and bottom plate 1
Be fixedly connected.
E, repeat step c, d complete the installation of all side plates 2 and dividing plate 4.
F, lifting header unit 31, header unit 31 is fixedly connected with bottom plate 1, header unit 31 and the installation of bottom plate 1
Method is identical with the installation method of bottom plate 1 with side plate unit 21.
G, the side splice at the end bar joint of the both sides of end plate 3 and the two ends of side plate 2 is welded and fixed, in end bar joint
Template is set up with the junction of side splice and concrete is poured into a mould, after the fixation that end plate 3 and side plate 2 are realized after concrete setting
Connection.
H, make on end plate 3, dividing plate 4 and side plate 2 framework of steel reinforcement needed for cover plate 7, framework of steel reinforcement needed for cover plate 7 with
The end bar joint of the upper end of end plate 3, the upper end of dividing plate 4 are welded and fixed every splice, the side splice of the upper end of side plate 2, most
Pouring template concrete for making cover plate 7 is set up afterwards, after after concrete setting, completes the prefabricated square treatment tank of the present invention
Construction.
All side plate units 21 and bottom plate 1 can first be fixed in construction and form side plate 2, adjacent two by the present invention
Locating slot 5 is formed between side plate unit 21, now again by the end of separator unit 41 insert two adjacent side plate units 21 it
Between in the locating slot 5 that is formed, welded reinforcement joint sets up template and simultaneously pours into a mould concrete.
It is noted that above-described embodiment is to the illustrative and not limiting of technical solution of the present invention, art is general
The equivalent substitution of logical technical staff or the other modifications made according to prior art, as long as not exceeding technical solution of the present invention
Thinking and scope, should be included within interest field of the presently claimed invention.
Claims (5)
1. a kind of prefabricated square treatment tank, it is characterised in that：Including bottom plate（1）, side plate（2）, end plate（3）And dividing plate（4）,
Bottom plate（1）, side plate（2）And end plate（3）Surround the square treatment tank of upper end open, described dividing plate（4）By square sewage
The internal cavities of processing pond are divided into multiple areolas, described bottom plate（1）For cast-in-site reinforced concrete floor, bottom plate
（1）Surrounding be provided with seam, described side plate（2）For prefabricated reinforced concrete side plate, side plate（2）Surrounding be provided with only
Mouthful, described end plate（3）For prefabricated reinforced concrete end plate, end plate（3）Surrounding be provided with seam, described dividing plate（4）For
Prefabricated reinforced concrete dividing plate, described bottom plate（1）And side plate（2）On be provided with locating slot（5）, dividing plate（4）Lower end inserting
In bottom plate（1）On locating slot（5）It is interior, and and bottom plate（1）It is fixedly connected, dividing plate（4）Termination be inserted into side plate（2）On determine
Position groove（5）It is interior, and and side plate（2）It is fixedly connected, described side plate（2）Lower end and bottom plate（1）Side positioned by seam,
And be fixedly connected, described end plate（3）Lower end and bottom plate（1）Two ends connection, described end are positioned and fixed by seam
Plate（3）Two ends and side plate（2）Connection, described end plate are positioned and fixed by seam（3）Or/and side plate（2）Or/and dividing plate
（4）On be provided with multiple service sleeves（6）, cover plate is provided with described square treatment tank（7）, described cover plate（7）
For cast-in-site reinforced concrete cover plate, described cover plate（7）On be provided with multiple openings.
2. prefabricated square treatment tank according to claim 1, it is characterised in that：Described bottom plate（1）Surrounding it is pre-
Leave bottom splice, bottom plate（1）Middle part be provided with locating slot（5）And middle part splice, described side plate（2）Surrounding
It is reserved with side splice, described end plate（3）Surrounding be reserved with end bar joint, bottom plate（1）The bottom muscle joint of side with
Side plate（2）The side splice of lower end pours into a mould concrete after being welded and fixed, and realizes bottom plate（1）With side plate（2）Be fixedly connected, bottom
Plate（1）The bottom splice at two ends and end plate（3）The end bar weld of lower end pours into a mould concrete after fixing, and realizes bottom plate
（1）With end plate（3）Be fixedly connected, side plate（2）The side splice at two ends and end plate（3）The end bar weld at two ends is consolidated
Concrete is poured into a mould after fixed, side plate is realized（2）With end plate（3）Be fixedly connected.
3. according to the prefabricated square treatment tank described in claim 2, it is characterised in that：Described side plate（2）By multiple prefabricated
Armored concrete side plate unit（21）Mutually splicing fixation is formed, described side plate unit（21）For three-decker, including by interior
To the apodema set gradually outside（22）, side heat-insulation layer（23）And side outside plate（24）, apodema（22）And side outside plate（24）It is
Armoured concrete slab, described side outside plate（24）Size be more than apodema（22）Size, and apodema（22）With side outside plate
（24）Center correspondence, apodema（22）Surrounding and side outside plate（24）Surrounding connected by side splice.
4. prefabricated square treatment tank according to claim 2, it is characterised in that：Described end plate（3）By multiple pre-
Armored concrete header unit processed（31）Mutually splicing fixation is formed, described header unit（31）For three-decker, including by
It is interior to the end inner panel set gradually outside（32）, end heat-insulation layer（33）And end outside plate（34）, hold inner panel（32）And end outside plate（34）
For armoured concrete slab, inner panel is held（32）Size be more than end outside plate（34）Size, hold inner panel（32）With end outside plate（34）In
Heart correspondence, described end inner panel（32）Surrounding with end outside plate（34）Surrounding connected by end bar joint.
5. prefabricated square treatment tank according to claim 2, it is characterised in that：Described dividing plate（4）By multiple pre-
Armored concrete separator unit processed（41）Mutually splicing fixation is formed, described separator unit（41）For three-decker, including every
Inner panel（42）, every heat-insulation layer（43）And every outside plate（44）, every inner panel（42）And every outside plate（44）It is armoured concrete slab, every outer
Plate（44）Upper end with every inner panel（42）Upper end alignment, every outside plate（44）Lower end be less than every inner panel（42）Lower end, every outer
Plate（44）Side with every inner panel（42）Side it is concordant, every outside plate（44）Another side length be longer than every inner panel（42）It is another
Side, every inner panel（42）Surrounding with every outside plate（44）Surrounding by being connected every splice, described bottom plate（1）On positioning
Groove（5）Correspondence is every outside plate（44）Lower end.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710493507.9A CN107082460A (en) | 2017-06-26 | 2017-06-26 | Prefabricated square treatment tank |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710493507.9A CN107082460A (en) | 2017-06-26 | 2017-06-26 | Prefabricated square treatment tank |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107082460A true CN107082460A (en) | 2017-08-22 |
Family
ID=59607272
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710493507.9A Pending CN107082460A (en) | 2017-06-26 | 2017-06-26 | Prefabricated square treatment tank |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107082460A (en) |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH07145626A (en) * | 1993-11-24 | 1995-06-06 | Takamura Kensetsu Kk | Method of constructing concrete building |
| CN2913371Y (en) * | 2006-06-07 | 2007-06-20 | 曾礼祥 | Assembled methane tank |
| CN201416006Y (en) * | 2009-05-26 | 2010-03-03 | 朱元康 | Steel mesh cement methane tank |
| CN105951880A (en) * | 2016-05-09 | 2016-09-21 | 江苏鸿基节能新技术股份有限公司 | Assembled underground structure of precast concrete planks and construction method thereof |
| CN206915789U (en) * | 2017-06-26 | 2018-01-23 | 河南泽衡环保科技股份有限公司 | Prefabricated square treatment tank |
-
2017
- 2017-06-26 CN CN201710493507.9A patent/CN107082460A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH07145626A (en) * | 1993-11-24 | 1995-06-06 | Takamura Kensetsu Kk | Method of constructing concrete building |
| CN2913371Y (en) * | 2006-06-07 | 2007-06-20 | 曾礼祥 | Assembled methane tank |
| CN201416006Y (en) * | 2009-05-26 | 2010-03-03 | 朱元康 | Steel mesh cement methane tank |
| CN105951880A (en) * | 2016-05-09 | 2016-09-21 | 江苏鸿基节能新技术股份有限公司 | Assembled underground structure of precast concrete planks and construction method thereof |
| CN206915789U (en) * | 2017-06-26 | 2018-01-23 | 河南泽衡环保科技股份有限公司 | Prefabricated square treatment tank |
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Application publication date: 20170822 |