CN105089145A - Glass reinforced plastic open caisson modularization pump station capable of being quickly constructed and construction method thereof - Google Patents
Glass reinforced plastic open caisson modularization pump station capable of being quickly constructed and construction method thereof Download PDFInfo
- Publication number
- CN105089145A CN105089145A CN201510495508.8A CN201510495508A CN105089145A CN 105089145 A CN105089145 A CN 105089145A CN 201510495508 A CN201510495508 A CN 201510495508A CN 105089145 A CN105089145 A CN 105089145A
- Authority
- CN
- China
- Prior art keywords
- reinforced plastic
- fiber reinforced
- glass fiber
- well
- glass reinforced
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
Abstract
The invention discloses a glass reinforced plastic open caisson modularization pump station capable of being quickly constructed and a construction method thereof. The glass reinforced plastic open caisson modularization pump station comprises glass reinforced plastic pump room wells which are communicated with a glass reinforced plastic distribution well through distribution pipes, and the glass reinforced plastic pump room wells are communicated with a glass reinforced plastic grille well through a water inlet pipe; the bottoms of the glass reinforced plastic pump room wells are provided with draining pumps, and the draining pumps are connected with water outlet pressure pipes. The construction method of the glass reinforced plastic open caisson modularization pump station comprises the steps that glass reinforced plastic shafts from industrialized production are assembled into a well body at the construction site, the well body is sunk to the design elevation by adopting a drop shaft sinking method, and after bottom sealing by concrete is completed at the bottom of the well body, a lass reinforced plastic bottom plate is installed; after bottom sealing is completed, other equipment, pipelines and a well lid are installed, and therefore construction of a single small glass reinforced plastic pump room well pump station is completed; then the multiple glass reinforced plastic pump room wells are connected to the glass reinforced plastic distribution well through the distribution pipes as needed and connected with the glass reinforced plastic grille well through the water inlet pipe, and then the pump station with the larger scale is formed.
Description
Technical field
The invention belongs to drainage works field, be specifically related to a kind of glass fiber reinforced plastic open caisson modularization pumping plant and construction method thereof of rapid construction.
Background technology
There is municipal drainage pumping plant newly-built in a large number every year now, mainly adopt reinforced concrete structure, but steel concrete pump house well tools has the shortcomings such as long construction period, complex process, floor space are large.In recent years market there is the finished product pumping plant of glass fiber reinforced plastic, but because this kind of pumping plant is arranged on by equipment in a glass fiber reinforced plastic tank body, can only excavation construction, therefore this kind of pumping plant can only be used for that small scale, water inlet pipe buried depth are more shallow, the uncomplicated location of field condition or could safe construction after carrying out deep foundation pit support, applicable elements is limited.
Summary of the invention
The present invention is directed to the problems referred to above, a kind of glass fiber reinforced plastic open caisson modularization pumping plant and construction method thereof of rapid construction are provided.
The glass fiber reinforced plastic open caisson modularization pumping plant of a kind of rapid construction of the present invention, comprise glass fiber reinforced plastic pump house well, described glass fiber reinforced plastic pump house well is communicated with glass fiber reinforced plastic distribution well by distribution pipe, and described glass fiber reinforced plastic pump house well is communicated with glass-fiber reinforced plastic grille well by water inlet pipe, described glass fiber reinforced plastic pump house well comprises well bore, glass fiber reinforced plastic base plate and glass fibre reinforced plastic manhole covers, described well bore is spliced up and down by least two joint glass fiber reinforced plastic pit shafts, glass fiber reinforced plastic base plate is provided with in the bottom of well bore, glass fibre reinforced plastic manhole covers is stamped on the top of well bore, drainage pump is provided with in the bottom of well bore, drainage pump is connected with water outlet standpipe, water outlet pressure solenoid is provided with at upper wellbore section glass fiber reinforced plastic pit shaft avris, water outlet pressure solenoid is connected with water outlet standpipe by valve, upper wellbore section glass fiber reinforced plastic pit shaft outer ring is provided with concrete anti-floating counterweight, cat ladder is provided with in well bore, operating platform is provided with in upper wellbore section, concrete anti-floating counterweight is established switchbox is installed, concrete sealing bottom is made with in glass fiber reinforced plastic base plate bottom.
Described water outlet standpipe and valve are located at that well bore is inner or well bore is outside.Described glass fiber reinforced plastic pit shaft is sinking type pit shaft.
The construction method of the glass fiber reinforced plastic open caisson modularization pumping plant of a kind of rapid construction of the present invention is: the glass fiber reinforced plastic pit shaft of factorial praluction completes at the construction field (site) and is assembled into well bore, adopt drop shaft sinking that well bore is sunk to design elevation, bottom well bore, to complete after concrete sealing bottom mounting glass steel sole plate again; The construction that concrete anti-floating counterweight is installed on well bore epimere should complete before concrete sealing bottom; Drainage pump, water outlet pressure solenoid, water outlet standpipe, valve, cat ladder, operating platform, well lid, switchbox are installed after concrete sealing bottom, this completes the construction at single small-scale glass fiber reinforced plastic pump house well pump station; Then as required multiple glass fiber reinforced plastic pump house well is connected on glass fiber reinforced plastic distribution well by distribution pipe, then is connected with glass-fiber reinforced plastic grille well by water inlet pipe, form a larger pumping plant.
The invention has the beneficial effects as follows: the sinking type pit shaft that pit shaft of the present invention adopts the glass fiber reinforced plastic of high strength or fiber glass resin concrete material (or ordinary steel) to make, there is the advantage of reinforced concrete open caisson: without the need to deep foundation pit support during construction, there is again the advantage of glass fiber reinforced plastic finished product well: can factory normalization produce after Assembling, quick construction, simple, good airproof performance, good endurance, high, widely applicable without the need to on-the-spot maintenance, standardization level are installed.Multiple small-sized pump house well organic assembling can be become the drainage pumping plant that large-scale simultaneously as required, can greatly save duration and cost compared with conventional steel bar concrete pumping plant.
The present invention's difference compared with ordinary reinforced concrete open caisson pump house is: the duration is short, ordinary reinforced concrete open caisson construction comprises levelling of the land, build bed course, reinforcement fabrication colligation, set up support, template construct, concreting maintenance, first segment concrete builds second section and Section three etc. again after reaching some strength, well sinking, bottom sealing, set up support and build top board etc., equipment installation etc., the duration of reinforced concrete open caisson pumping plant is about 3 months, and the present invention only need from be transported to after factory purchases scene directly sink, about 3 week of duration, later stage repairs convenient, and reinforced concrete open caisson produces quality problems in making or work progress, is difficult to repair, most discarded, and the present invention is supplied by factory, reliable in quality, even if go wrong in work progress, the pit shaft of glass steel material also can field repair.
The present invention's difference compared with common finished product pumping plant is: without the need to Extra-Deep Foundation Pit, because common finished product pumping plant is tank type structure, can only excavation construction, and the buried depth of drainage pumping plant is all very dark, the design of Extra-Deep Foundation Pit, evaluation and construction will be carried out like this by regulation excavation construction, the waste duration also increases great amount of investment, and construction safety has hidden danger.
Accompanying drawing explanation
Fig. 1 is a kind of glass fiber reinforced plastic open caisson modularization pumping plant combined planar signal of rapid construction.
Fig. 2 is a kind of glass fiber reinforced plastic open caisson floor map of rapid construction.
Fig. 3 is a kind of glass fiber reinforced plastic open caisson generalized section of rapid construction.
Detailed description of the invention
Below in conjunction with the drawings and specific embodiments, the present invention is further illustrated.
As shown in the figure, the glass fiber reinforced plastic open caisson modularization pumping plant of a kind of rapid construction of the present invention, comprise glass fiber reinforced plastic pump house well 2, described glass fiber reinforced plastic pump house well 2 is communicated with glass fiber reinforced plastic distribution well 4 by distribution pipe 3, and described glass fiber reinforced plastic pump house well 2 is communicated with glass-fiber reinforced plastic grille well 6 by water inlet pipe 5; Described glass fiber reinforced plastic pump house well 2 comprises well bore, glass fiber reinforced plastic base plate 14 and glass fibre reinforced plastic manhole covers 9, and described well bore is spliced by glass fiber reinforced plastic pit shaft 15, glass fiber reinforced plastic pit shaft 16, glass fiber reinforced plastic pit shaft about 17.Be provided with glass fiber reinforced plastic base plate 14 in the bottom of well bore, be stamped glass fibre reinforced plastic manhole covers 9 on the top of well bore.Be provided with drainage pump 7 in the bottom of well bore, drainage pump 7 is connected with water outlet standpipe 12, and be provided with water outlet pressure solenoid 1 at upper wellbore section glass fiber reinforced plastic pit shaft 17 avris, water outlet pressure solenoid 1 is connected with water outlet standpipe 12 by valve 11.Upper wellbore section glass fiber reinforced plastic pit shaft 17 outer ring is provided with concrete anti-floating counterweight 8, cat ladder 19 is provided with in well bore, be provided with operating platform 18 in upper wellbore section, concrete anti-floating counterweight 8 established switchbox 10 is installed, be made with concrete sealing bottom 13 in glass fiber reinforced plastic base plate 14 bottom.
Described water outlet standpipe 12 and valve 11 are located at that well bore is inner or well bore is outside.Described glass fiber reinforced plastic pit shaft is sinking type pit shaft.
The construction method of the glass fiber reinforced plastic open caisson modularization pumping plant of a kind of rapid construction of the present invention is: the glass fiber reinforced plastic pit shaft 15 of factorial praluction, glass fiber reinforced plastic pit shaft 16, glass fiber reinforced plastic pit shaft 17 complete at the construction field (site) and be assembled into well bore, adopt drop shaft sinking that well bore is sunk to design elevation, bottom well bore, to complete after concrete sealing bottom 13 mounting glass steel sole plate 14 again; The construction that concrete anti-floating counterweight 8 is installed on well bore epimere should complete before concrete sealing bottom 13; After concrete sealing bottom 13, drainage pump 7, water outlet pressure solenoid 1, water outlet standpipe 12, valve 11, cat ladder 19, operating platform 18, glass fibre reinforced plastic manhole covers 9, switchbox 10 are installed, this completes the construction at single small-scale glass fiber reinforced plastic pump house well pump station.Then as required multiple glass fiber reinforced plastic pump house well is connected on glass fiber reinforced plastic distribution well 4 by distribution pipe 3, then is connected with glass-fiber reinforced plastic grille well 6 by water inlet pipe 5, form a larger pumping plant.
Sequence of construction of the present invention is: after smooth location, first segment glass fiber reinforced plastic pit shaft 15 is placed in precalculated position, cut the earth, second section pit shaft 16 is installed after sinking to certain position, socket joint is adopted to connect (band rubber ring) between pit shaft, with bolt is fixing, pit shaft is linked to be entirety again after insertion, and then next joint pit shaft 17 is installed in sinking of cutting the earth again, until well-sinking is to design elevation.Then construction concrete anti-floating counterweight 9 (also can adopt prefabricated counterweight), to construct after maintenance concrete sealing bottom 13, if the good concrete sealing bottom of geological conditions can change sand-gravel cushion into, if features as poor geologic condition concrete sealing bottom, it is bottom concrete under water, then mounting glass steel sole plate 14 and distribution pipe 3, finally installs internal unit and glass well lid 9 etc.If will build larger combination pumping plant, then glass fiber reinforced plastic pump house well 2, glass fiber reinforced plastic distribution well 4, glass-fiber reinforced plastic grille well 6 can together be constructed or construct successively, are connected finally by pipeline.
Claims (4)
1. a glass fiber reinforced plastic open caisson modularization pumping plant for rapid construction, comprises glass fiber reinforced plastic pump house well, and it is characterized in that described glass fiber reinforced plastic pump house well is communicated with glass fiber reinforced plastic distribution well by distribution pipe, described glass fiber reinforced plastic pump house well is communicated with glass-fiber reinforced plastic grille well by water inlet pipe, described glass fiber reinforced plastic pump house well comprises well bore, glass fiber reinforced plastic base plate and glass fibre reinforced plastic manhole covers, described well bore is spliced up and down by least two joint glass fiber reinforced plastic pit shafts, glass fiber reinforced plastic base plate is provided with in the bottom of well bore, glass fibre reinforced plastic manhole covers is stamped on the top of well bore, drainage pump is provided with in the bottom of well bore, drainage pump is connected with water outlet standpipe, water outlet pressure solenoid is provided with at upper wellbore section glass fiber reinforced plastic pit shaft avris, water outlet pressure solenoid is connected with water outlet standpipe by valve, upper wellbore section glass fiber reinforced plastic pit shaft outer ring is provided with concrete anti-floating counterweight, cat ladder is provided with in well bore, operating platform is provided with in upper wellbore section, establish in concrete anti-floating counterweight and switchbox is installed, concrete sealing bottom is made with in glass fiber reinforced plastic base plate bottom.
2. the glass fiber reinforced plastic open caisson modularization pumping plant of a kind of rapid construction according to claim 1, is characterized in that described water outlet standpipe and valve are located at that well bore is inner or well bore is outside.
3. the glass fiber reinforced plastic open caisson modularization pumping plant of a kind of rapid construction according to claim 1, is characterized in that described glass fiber reinforced plastic pit shaft is sinking type pit shaft.
4. the construction method of the glass fiber reinforced plastic open caisson modularization pumping plant of a kind of rapid construction according to claim 1, it is characterized in that described construction method is: the glass fiber reinforced plastic pit shaft of factorial praluction completes at the construction field (site) and is assembled into well bore, adopt drop shaft sinking that well bore is sunk to design elevation, bottom well bore, to complete after concrete sealing bottom mounting glass steel sole plate again; The construction that concrete anti-floating counterweight is installed on well bore epimere should complete before concrete sealing bottom; Drainage pump, water outlet pressure solenoid, water outlet standpipe, valve, cat ladder, operating platform, well lid, switchbox are installed after concrete sealing bottom, this completes the construction at single small-scale glass fiber reinforced plastic pump house well pump station; Then as required multiple glass fiber reinforced plastic pump house well is connected on glass fiber reinforced plastic distribution well by distribution pipe, then is connected with glass-fiber reinforced plastic grille well by water inlet pipe, form a larger pumping plant.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510495508.8A CN105089145A (en) | 2015-08-13 | 2015-08-13 | Glass reinforced plastic open caisson modularization pump station capable of being quickly constructed and construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510495508.8A CN105089145A (en) | 2015-08-13 | 2015-08-13 | Glass reinforced plastic open caisson modularization pump station capable of being quickly constructed and construction method thereof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105089145A true CN105089145A (en) | 2015-11-25 |
Family
ID=54570401
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510495508.8A Pending CN105089145A (en) | 2015-08-13 | 2015-08-13 | Glass reinforced plastic open caisson modularization pump station capable of being quickly constructed and construction method thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105089145A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105369857A (en) * | 2015-12-04 | 2016-03-02 | 上海耀华玻璃钢有限公司 | Integrated prefabricated pump station glass fiber reinforced resin concrete tube |
| CN110056074A (en) * | 2019-04-30 | 2019-07-26 | 中建五局土木工程有限公司 | Pin-connected panel sewage pumping station and its construction method |
| CN112459220A (en) * | 2020-10-30 | 2021-03-09 | 上海市政工程设计研究总院（集团）有限公司 | Assembled drainage pump station that can be under construction fast |
| CN113914447A (en) * | 2021-09-30 | 2022-01-11 | 浙江艮威水利建设有限公司 | Waterlogging drainage pump station and construction method thereof |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE4230094A1 (en) * | 1992-09-08 | 1994-03-10 | Friedrichsfeld Ag | Modular neutralisation unit for effluent treatment - which is self contained to prevent leakage of treatment materials to the surrounding environment |
| US20040089345A1 (en) * | 2001-09-10 | 2004-05-13 | Romtec Utilities, Inc. | Cable routing in wastewater lift station |
| CN203097362U (en) * | 2013-03-22 | 2013-07-31 | 成都源创环保工程有限公司 | Module type prefabricated pump station |
| CN104563146A (en) * | 2014-12-31 | 2015-04-29 | 浙江杭州湾建筑集团有限公司 | Construction method for open caisson engineering of fixed and direct burial type rainwater and sewage pumping station |
| CN204435470U (en) * | 2014-12-08 | 2015-07-01 | 石景润 | The prefabricated pumping plant of a kind of novel many pit shafts glass fiber reinforced plastic |
| CN204510451U (en) * | 2014-10-24 | 2015-07-29 | 合肥凯泉电机电泵有限公司 | The preset pumping plant of integration |
-
2015
- 2015-08-13 CN CN201510495508.8A patent/CN105089145A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE4230094A1 (en) * | 1992-09-08 | 1994-03-10 | Friedrichsfeld Ag | Modular neutralisation unit for effluent treatment - which is self contained to prevent leakage of treatment materials to the surrounding environment |
| US20040089345A1 (en) * | 2001-09-10 | 2004-05-13 | Romtec Utilities, Inc. | Cable routing in wastewater lift station |
| CN203097362U (en) * | 2013-03-22 | 2013-07-31 | 成都源创环保工程有限公司 | Module type prefabricated pump station |
| CN204510451U (en) * | 2014-10-24 | 2015-07-29 | 合肥凯泉电机电泵有限公司 | The preset pumping plant of integration |
| CN204435470U (en) * | 2014-12-08 | 2015-07-01 | 石景润 | The prefabricated pumping plant of a kind of novel many pit shafts glass fiber reinforced plastic |
| CN104563146A (en) * | 2014-12-31 | 2015-04-29 | 浙江杭州湾建筑集团有限公司 | Construction method for open caisson engineering of fixed and direct burial type rainwater and sewage pumping station |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105369857A (en) * | 2015-12-04 | 2016-03-02 | 上海耀华玻璃钢有限公司 | Integrated prefabricated pump station glass fiber reinforced resin concrete tube |
| CN110056074A (en) * | 2019-04-30 | 2019-07-26 | 中建五局土木工程有限公司 | Pin-connected panel sewage pumping station and its construction method |
| CN110056074B (en) * | 2019-04-30 | 2021-07-23 | 中建五局土木工程有限公司 | Assembled sewage pump station and construction method thereof |
| CN112459220A (en) * | 2020-10-30 | 2021-03-09 | 上海市政工程设计研究总院（集团）有限公司 | Assembled drainage pump station that can be under construction fast |
| CN113914447A (en) * | 2021-09-30 | 2022-01-11 | 浙江艮威水利建设有限公司 | Waterlogging drainage pump station and construction method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105089145A (en) | Glass reinforced plastic open caisson modularization pump station capable of being quickly constructed and construction method thereof | |
| CN202208931U (en) | Individual combination type inspection well | |
| CN108842904A (en) | A kind of the glass reinforced plastic open caisson modularization pumping plant and its construction method of rapid construction | |
| CN114564782A (en) | BIM-based foundation pit site drainage system construction method | |
| CN203049630U (en) | Building foundation slab waterproof system | |
| CN205116379U (en) | Glass steel open caisson modularization pump station of quick construction | |
| KR20070044839A (en) | Construction work method of a sewers conduit compound foundation and that structure | |
| CN204112365U (en) | Integrated form steel valve pit | |
| RU2382144C1 (en) | Method of draining of tubelike mineral deposit | |
| CN201400679Y (en) | Prestressed steel cylinder concrete marsh gas generation tank | |
| CN105714771A (en) | Construction method for manual hole digging pile | |
| CN113591196B (en) | Basin effect perforated drain pipe drainage design method | |
| CN214143998U (en) | Sewage collecting pipe network arrangement structure for households along river | |
| CN213625657U (en) | Prefabricated concrete segment of assembled open caisson | |
| CN105155622B (en) | Portable feedwater piping deslagging air bleeding valve checks system | |
| CN201158823Y (en) | Recoverable impact drill steel pipe downcast well | |
| CN211445327U (en) | Organic contaminated site groundwater remediation system | |
| CN2743440Y (en) | Environmental protection type build up composite inspection well | |
| KR100841525B1 (en) | Drain pipe junction type manhole | |
| CN217150321U (en) | Water drainage system falls in anti little foundation ditch under in rock foundation ditch | |
| CN110080216A (en) | A kind of water storage system and its construction method using supporting tubular pole | |
| CN112343164B (en) | Construction process for communicating pipeline with water tank body | |
| CN205046620U (en) | Prefabricated pump station of irrigating by lifting water to a higher level with a water pump, etc | |
| CN220102278U (en) | Connecting pipe construction structure for connecting pipe point of raw water engineering in narrow space | |
| CN216163692U (en) | Bury formula sewage treatment plant's ecological landscape layout structure entirely |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WD01 | Invention patent application deemed withdrawn after publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20151125 |