CN108842904A - A kind of the glass reinforced plastic open caisson modularization pumping plant and its construction method of rapid construction - Google Patents

A kind of the glass reinforced plastic open caisson modularization pumping plant and its construction method of rapid construction Download PDF

Info

Publication number
CN108842904A
CN108842904A CN201810655135.XA CN201810655135A CN108842904A CN 108842904 A CN108842904 A CN 108842904A CN 201810655135 A CN201810655135 A CN 201810655135A CN 108842904 A CN108842904 A CN 108842904A
Authority
CN
China
Prior art keywords
reinforced plastic
glass reinforced
well
glass
well bore
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.)
Withdrawn
Application number
CN201810655135.XA
Other languages
Chinese (zh)
Inventor
刘�英
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Nantong Hanyu New Energy Electric Engineering Co Ltd
Original Assignee
Nantong Hanyu New Energy Electric Engineering Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Nantong Hanyu New Energy Electric Engineering Co Ltd filed Critical Nantong Hanyu New Energy Electric Engineering Co Ltd
Priority to CN201810655135.XA priority Critical patent/CN108842904A/en
Publication of CN108842904A publication Critical patent/CN108842904A/en
Withdrawn legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D23/00Caissons; Construction or placing of caissons
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D23/00Caissons; Construction or placing of caissons
    • E02D23/08Lowering or sinking caissons
    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03FSEWERS; CESSPOOLS
    • E03F5/00Sewerage structures
    • E03F5/22Adaptations of pumping plants for lifting sewage

Abstract

The glass reinforced plastic open caisson modularization pumping plant and its construction method of a kind of rapid construction of the present invention, including glass reinforced plastic pump house well, the glass reinforced plastic pump house well is connected to by sparge pipe with glass reinforced plastic distribution well, and the glass reinforced plastic pump house well is connected to by water inlet pipe with glass-fiber reinforced plastic grille well;The bottom of the glass reinforced plastic pump house well is equipped with draining pump, and draining pump is connect with water outlet pressure solenoid.Construction method of the present invention is:The glass reinforced plastic pit shaft of the factorial production is completed to be assembled into well bore at the construction field (site), and well bore is sunk to designed elevation using drop shaft sinking, installs glass reinforced plastic bottom plate again after concrete sealing bottom is completed in well bore bottom.Other equipment, pipeline and well lid are installed after back cover, complete the construction at single small-scale glass reinforced plastic pump house well pump station.Then multiple glass reinforced plastic pump house wells are connected on glass reinforced plastic distribution well as needed by sparge pipe, then are connect by water inlet pipe with glass-fiber reinforced plastic grille well, form a larger pumping plant.

Description

A kind of the glass reinforced plastic open caisson modularization pumping plant and its construction method of rapid construction
Technical field
The invention belongs to drainage system fields, and in particular to a kind of glass reinforced plastic open caisson modularization pumping plant of rapid construction and its Construction method.
Background technique
There is largely newly-built municipal drainage pumping plant every year now, mainly uses reinforced concrete structure, but reinforced concrete Tu Bengfangjing has the shortcomings that long construction period, complex process, takes up a large area.Occurred in the market in recent years glass reinforced plastic at Product pumping plant, but since this kind of pumping plant is mounted on equipment in one glass fiber reinforced plastic tank body, can only excavation construction, therefore this kind of pumping plant It is only used for shallower small scale, water inlet pipe buried depth, the uncomplicated location of field condition or carries out ability safety after deep foundation pit support Construction, applicable elements are limited.
Summary of the invention
The present invention is in view of the above-mentioned problems, provide the glass reinforced plastic open caisson modularization pumping plant and its construction party of a kind of rapid construction Method.
A kind of glass reinforced plastic open caisson modularization pumping plant of rapid construction of the present invention, including glass reinforced plastic pump house well, The glass reinforced plastic pump house well be connected to by sparge pipe with glass reinforced plastic distribution well, the glass reinforced plastic pump house well pass through water inlet pipe and The connection of glass-fiber reinforced plastic grille well;The glass reinforced plastic pump house well includes well bore, glass reinforced plastic bottom plate and glass fibre reinforced plastic manhole covers, the well bore It is spliced up and down by least two section glass reinforced plastic pit shafts, is equipped with glass reinforced plastic bottom plate in the bottom of well bore, is stamped on the top of well bore Glass fibre reinforced plastic manhole covers are equipped with draining pump in the bottom of well bore, and draining pump is connect with water outlet standpipe, on upper wellbore section glass reinforced plastic pit shaft side Side is equipped with water outlet pressure solenoid, and water outlet pressure solenoid is connect by valve with water outlet standpipe, and upper wellbore section glass reinforced plastic pit shaft outer ring is equipped with Concrete anti-floating counterweight is equipped with ladder in well bore, is equipped with operating platform in upper wellbore section, sets peace in concrete anti-floating counterweight Equipped with distribution box, concrete sealing bottom has been done in glass reinforced plastic bottom plate lower part.
The water outlet standpipe and valve are set to inside well bore or outside well bore.The glass reinforced plastic pit shaft is sinking type well Cylinder.
A kind of construction method of the glass reinforced plastic open caisson modularization pumping plant of rapid construction of the present invention is:The factorial production Glass reinforced plastic pit shaft complete to be assembled into well bore at the construction field (site), well bore is sunk to by designed elevation using drop shaft sinking, in well bore bottom Glass reinforced plastic bottom plate is installed again after completing concrete sealing bottom;The construction that concrete anti-floating counterweight is installed on well bore upper section should be in concrete It is completed before back cover;Draining pump, water outlet pressure solenoid, water outlet standpipe, valve, ladder, operating platform, well are installed after concrete sealing bottom Lid, distribution box, this completes the constructions at single small-scale glass reinforced plastic pump house well pump station;Then as needed by multiple glass Glass steel pump house well is connected on glass reinforced plastic distribution well by sparge pipe, then is connect by water inlet pipe with glass-fiber reinforced plastic grille well, is formed One larger pumping plant.
The beneficial effects of the invention are as follows:Pit shaft of the present invention is using high-intensitive glass reinforced plastic or fiber glass resin concrete material Sinking type pit shaft, has the advantages that reinforced concrete open caisson made of (or ordinary steel):It is not necessarily to deep foundation pit support when construction, and has There is the advantages of glass reinforced plastic finished product well:Can on-site assembly after factory normalization production, quick construction, installation be simple, good airproof performance, resistance to Long property is good, high, widely applicable without scene maintenance, standardization level.Multiple small-sized pump house wells can be had as needed simultaneously Machine is combined into a large-scale drainage pumping plant, and duration and cost can be greatlyd save compared with conventional steel bar concrete pumping plant.
Present invention difference compared with ordinary reinforced concrete open caisson pump house is:Short time limit, ordinary reinforced concrete are heavy Well construction includes levelling of the land, pours bed course, reinforcement fabrication and bind, set up bracket, template construct, casting concrete and support Shield, first segment concrete pour the second section and third section etc. after reaching some strength again, well sinking, bottom sealing, set up branch Frame and pour top plate etc., equipment installation etc., the duration of reinforced concrete open caisson pumping plant is about 3 months, and the present invention only need to be from work Factory is transported to scene and directly starts to sink after purchasing, about 3 week of duration;It is convenient that later period repairs, and reinforced concrete open caisson is making Or quality problems are generated in work progress, it is difficult to repair, majority is discarded, and the present invention is supplied by factory, reliable in quality, even if applying It goes wrong during work, the pit shaft of glass steel material can also be with field repair.
The present invention distinguishes compared with common finished product pumping plant to be:Without Extra-Deep Foundation Pit, since common finished product pumping plant is Tank type structure, can only excavation construction, and the buried depth of drainage pumping plant is all very deep, will carry out deep base by regulation excavation construction in this way Design, evaluation and the construction of pit enclosure waste the duration and increase great amount of investment, and construction safety has hidden danger.
Detailed description of the invention
Fig. 1 is a kind of glass reinforced plastic open caisson modularization pumping plant combined planar signal of rapid construction.
Fig. 2 is a kind of glass reinforced plastic open caisson floor map of rapid construction.
Fig. 3 is a kind of glass reinforced plastic open caisson diagrammatic cross-section of rapid construction.
Specific embodiment
The present invention is further illustrated in the following with reference to the drawings and specific embodiments.
As shown, a kind of rapid construction of the present invention glass reinforced plastic open caisson modularization pumping plant, including glass Glass steel pump house well 2, the glass reinforced plastic pump house well 2 are connected to by sparge pipe 3 with glass reinforced plastic distribution well 4, the glass reinforced plastic pump Room well 2 is connected to by water inlet pipe 5 with glass-fiber reinforced plastic grille well 6;The glass reinforced plastic pump house well 2 includes well bore, glass reinforced plastic bottom plate 14 With glass fibre reinforced plastic manhole covers 9, the well bore is spliced by glass reinforced plastic pit shaft 15, glass reinforced plastic pit shaft 16, about 17 glass reinforced plastic pit shaft. It is equipped with glass reinforced plastic bottom plate 14 in the bottom of well bore, is stamped glass fibre reinforced plastic manhole covers 9 on the top of well bore.Draining is equipped in the bottom of well bore Pump 7, draining pump 7 are connect with water outlet standpipe 12, are equipped with water outlet pressure solenoid 1, water outlet pressure in 17 avris of upper wellbore section glass reinforced plastic pit shaft Solenoid 1 is connect by valve 11 with water outlet standpipe 12.17 outer ring of upper wellbore section glass reinforced plastic pit shaft is equipped with concrete anti-floating counterweight 8, It is equipped with ladder 19 in well bore, is equipped with operating platform 18 in upper wellbore section, is set in concrete anti-floating counterweight 8 and distribution box is installed 10, concrete sealing bottom 13 has been done in 14 lower part of glass reinforced plastic bottom plate.
The water outlet standpipe 12 and valve 11 is set to inside well bore or outside well bore.The glass reinforced plastic pit shaft is open caisson Formula pit shaft.
A kind of construction method of the glass reinforced plastic open caisson modularization pumping plant of rapid construction of the present invention is:The factorial production Glass reinforced plastic pit shaft 15, glass reinforced plastic pit shaft 16, glass reinforced plastic pit shaft 17 complete to be assembled into well bore at the construction field (site), will using drop shaft sinking Well bore sinks to designed elevation, installs glass reinforced plastic bottom plate 14 again after concrete sealing bottom 13 is completed in well bore bottom;Concrete anti-floating is matched Weighing the construction that 8 are installed on well bore upper section should complete before concrete sealing bottom 13;Draining pump 7 is installed after concrete sealing bottom 13, is gone out Hydraulic pressure solenoid 1, water outlet standpipe 12, valve 11, ladder 19, operating platform 18, glass fibre reinforced plastic manhole covers 9, distribution box 10, are thus completed The construction at single small-scale glass reinforced plastic pump house well pump station.Then multiple glass reinforced plastic pump house wells are passed through into sparge pipe as needed 3 are connected on glass reinforced plastic distribution well 4, then are connect by water inlet pipe 5 with glass-fiber reinforced plastic grille well 6, form a larger pump It stands.
Sequence of construction of the invention is:First segment glass reinforced plastic pit shaft 15 is placed in predetermined position after smooth location, is cut the earth Sink, the second section pit shaft 16 is installed after sinking to certain position, is connected (with rubber ring), after insertion again between pit shaft using socket joint It is fixed with bolt and pit shaft is linked to be entirety, next section pit shaft 17 is installed in sinking of then cutting the earth again again, until well-sinking to design Absolute altitude.Then it constructs concrete anti-floating counterweight 9 (prefabricated counterweight can also be used), concrete sealing bottom 13 of constructing after maintenance, if ground The good concrete sealing bottom of matter condition can be changed to sand-gravel cushion, be underwater bottom concrete if features as poor geologic condition concrete sealing bottom, Then glass reinforced plastic bottom plate 14 and sparge pipe 3 are installed, internal unit and glass well lid 9 etc. are finally installed.If it is scale to be built Biggish combination pumping plant, then glass reinforced plastic pump house well 2, glass reinforced plastic distribution well 4, glass-fiber reinforced plastic grille well 6 can construct together or successively apply Work is connected finally by pipeline.

Claims (4)

1. a kind of glass reinforced plastic open caisson modularization pumping plant of rapid construction, including glass reinforced plastic pump house well, it is characterised in that the glass Glass steel pump house well is connected to by sparge pipe with glass reinforced plastic distribution well, and the glass reinforced plastic pump house well passes through water inlet pipe and glass reinforced plastic lattice The connection of grid well;The glass reinforced plastic pump house well includes well bore, glass reinforced plastic bottom plate and glass fibre reinforced plastic manhole covers, and the well bore is by least two Section glass reinforced plastic pit shaft is spliced up and down, is equipped with glass reinforced plastic bottom plate in the bottom of well bore, is stamped glass fiber reinforced plastic well on the top of well bore Lid is equipped with draining pump in the bottom of well bore, and draining pump is connect with water outlet standpipe, is equipped in upper wellbore section glass reinforced plastic pit shaft avris Hydraulic pressure solenoid, water outlet pressure solenoid are connect by valve with water outlet standpipe, and upper wellbore section glass reinforced plastic pit shaft outer ring is equipped with agent on crack resistance of concrete Floating counterweight, is equipped with ladder in well bore, is equipped with operating platform in upper wellbore section, sets in concrete anti-floating counterweight and be equipped with distribution Case has done concrete sealing bottom in glass reinforced plastic bottom plate lower part.
2. a kind of glass reinforced plastic open caisson modularization pumping plant of rapid construction according to claim 1, it is characterised in that described It is discharged standpipe and valve is set to inside well bore or outside well bore.
3. a kind of glass reinforced plastic open caisson modularization pumping plant of rapid construction according to claim 1, it is characterised in that described Glass reinforced plastic pit shaft is sinking type pit shaft.
4. a kind of construction method of the glass reinforced plastic open caisson modularization pumping plant of rapid construction according to claim 1, feature It is that the construction method is:The glass reinforced plastic pit shaft of the factorial production is completed to be assembled into well bore at the construction field (site), using open caisson Well bore is sunk to designed elevation by method, installs glass reinforced plastic bottom plate again after concrete sealing bottom is completed in well bore bottom;Concrete anti-floating is matched The construction re-mounted in well bore upper section should be completed before concrete sealing bottom;Draining pump, discharge pressure are installed after concrete sealing bottom Pipe, water outlet standpipe, valve, ladder, operating platform, well lid, distribution box, this completes single small-scale glass reinforced plastic pump houses The construction at well pump station;Then multiple glass reinforced plastic pump house wells are connected on glass reinforced plastic distribution well by sparge pipe as needed, then It is connect by water inlet pipe with glass-fiber reinforced plastic grille well, forms a larger pumping plant.
CN201810655135.XA 2018-06-23 2018-06-23 A kind of the glass reinforced plastic open caisson modularization pumping plant and its construction method of rapid construction Withdrawn CN108842904A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201810655135.XA CN108842904A (en) 2018-06-23 2018-06-23 A kind of the glass reinforced plastic open caisson modularization pumping plant and its construction method of rapid construction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201810655135.XA CN108842904A (en) 2018-06-23 2018-06-23 A kind of the glass reinforced plastic open caisson modularization pumping plant and its construction method of rapid construction

Publications (1)

Publication Number Publication Date
CN108842904A true CN108842904A (en) 2018-11-20

Family

ID=64203188

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201810655135.XA Withdrawn CN108842904A (en) 2018-06-23 2018-06-23 A kind of the glass reinforced plastic open caisson modularization pumping plant and its construction method of rapid construction

Country Status (1)

Country Link
CN (1) CN108842904A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109778998A (en) * 2019-01-30 2019-05-21 宁波越兴建设工程有限公司 A kind of prefabricated segmented pumping plant
RU2759609C1 (en) * 2020-09-11 2021-11-16 Андрей Александрович Шипилов Node of water supply facilities of block-modular type

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109778998A (en) * 2019-01-30 2019-05-21 宁波越兴建设工程有限公司 A kind of prefabricated segmented pumping plant
RU2759609C1 (en) * 2020-09-11 2021-11-16 Андрей Александрович Шипилов Node of water supply facilities of block-modular type

Similar Documents

Publication Publication Date Title
CN107938692B (en) Drainage and recharging construction method and structure
CN103046565B (en) Draining method for ultra-deep batholith deep foundation pit
CN109736340B (en) Dewatering device and method for guaranteeing integrity of cushion layer by reserving dewatering well on foundation slab
CN106013086A (en) Construction method for processing underground continuous wall joint through boss type I-steel joint box
CN105089145A (en) Glass reinforced plastic open caisson modularization pump station capable of being quickly constructed and construction method thereof
CN108842904A (en) A kind of the glass reinforced plastic open caisson modularization pumping plant and its construction method of rapid construction
CN103967015B (en) A kind of water seal for deep foundation pit excavation method and structure thereof
CN103882889A (en) Bottom plate waterproofing system of foundation of building
CN203049630U (en) Building foundation slab waterproof system
CN113175005B (en) Anti-floating design and construction method for waterproof bottom plate of underground garage in rainstorm period
KR100935518B1 (en) Groundwater well-sealed top protector unit with protective canister made of synthetic resin
CN108149775A (en) A kind of prefabricated Boosting pumping station of PE and its mounting process
CN106958240B (en) Air cushion type layered vacuum pipe well and soft foundation drainage method using same
KR20070044839A (en) Construction work method of a sewers conduit compound foundation and that structure
US10941537B2 (en) Prefabricated former for constructing underground chamber
CN204849713U (en) Simple and easy distribution structure
CN110080216A (en) A kind of water storage system and its construction method using supporting tubular pole
CN105714771A (en) Construction method for manual hole digging pile
CN107023061B (en) Assembled plastic municipal drainage inspection well and construction method
CN205116379U (en) Glass steel open caisson modularization pump station of quick construction
CN214143998U (en) Sewage collecting pipe network arrangement structure for households along river
CN213267959U (en) Foundation pit bottom drainage integrated system completed after underground water level rises
CN112343164B (en) Construction process for communicating pipeline with water tank body
KR100841525B1 (en) Drain pipe junction type manhole
CN217896571U (en) Water delivery pressure pipeline exhaust valve well

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
WW01 Invention patent application withdrawn after publication
WW01 Invention patent application withdrawn after publication

Application publication date: 20181120