CN108842907A - A kind of rain sewage lifter that taking into account piping lane and implementation method - Google Patents

A kind of rain sewage lifter that taking into account piping lane and implementation method Download PDF

Info

Publication number
CN108842907A
CN108842907A CN201810827545.8A CN201810827545A CN108842907A CN 108842907 A CN108842907 A CN 108842907A CN 201810827545 A CN201810827545 A CN 201810827545A CN 108842907 A CN108842907 A CN 108842907A
Authority
CN
China
Prior art keywords
rain sewage
piping lane
sewage
well
rain
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
Application number
CN201810827545.8A
Other languages
Chinese (zh)
Inventor
任亚强
时小兵
刘惠林
王磊
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.)
China MCC17 Group Co Ltd
Original Assignee
China MCC17 Group 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 China MCC17 Group Co Ltd filed Critical China MCC17 Group Co Ltd
Priority to CN201810827545.8A priority Critical patent/CN108842907A/en
Publication of CN108842907A publication Critical patent/CN108842907A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03FSEWERS; CESSPOOLS
    • E03F5/00Sewerage structures
    • E03F5/22Adaptations of pumping plants for lifting sewage
    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03FSEWERS; CESSPOOLS
    • E03F3/00Sewer pipe-line systems
    • E03F3/02Arrangement of sewer pipe-lines or pipe-line systems
    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03FSEWERS; CESSPOOLS
    • E03F3/00Sewer pipe-line systems
    • E03F3/06Methods of, or installations for, laying sewer pipes

Abstract

The invention discloses a kind of rain sewage lifter for taking into account piping lane and implementation methods,Lifting device includes former rain sewage pipe,Lower poling,Submersible sewage pump,Pump drain pipe,Rain sewage received well,Rain sewage lifting well,Piping lane and power distribution cabinet,The original rain sewage pipe is that municipal administration is laid with pipe network,The original rain sewage pipe includes water inlet pipe and outlet pipe,It is connected in the middle part of the water inlet pipe and rain sewage received well,The rain sewage receives bottom and is connected to one end of lower poling,The other end of the rainy poling is connected to between the middle part of sewage lifting well and bottom,The bottom of rain sewage lifting well is arranged in the submersible sewage pump,Pump drain pipe is connected on the submersible sewage pump,The pump drain pipe is connected in the middle part of rain sewage lifting well with outlet pipe,The piping lane is arranged between rain sewage received well and rain sewage lifting well and is located to descend above poling,Power distribution cabinet is equipped in the piping lane,The power distribution cabinet is connect by water-proof cable with submersible sewage pump.

Description

A kind of rain sewage lifter that taking into account piping lane and implementation method
Technical field
The present invention relates to water supply and drainage construction field more particularly to a kind of rain sewage lifter for taking into account piping lane and embodiment party Method.
Background technique
Currently, in the piping lane process of construction carried out throughout the country, due to preconsolidation stress, many piping lane planning Place is occupied by various pipe networks, such as communication, gas ductwork, rain sewage network etc..In view of needing to build piping lane, these pipes Net change moving, however for this pipe network of rain sewage, due to its special mobility, it is especially huge often to change scheme Greatly, cause project cost very high.
The purpose of the present invention is to disadvantages mentioned above of the existing technology, a kind of rain sewage that taking into account piping lane is provided and is mentioned Device and implementation method are risen, simply and effectively the rain sewage network that piping lane occupies can be restored, while meeting the fortune of pipe network Row effect.
Summary of the invention
The technical problem to be solved by the present invention is to:How simply and effectively the rain sewage network that piping lane occupies to be carried out extensive It is multiple, while meeting the operational effect of pipe network.
In order to solve the above-mentioned technical problem, the invention discloses a kind of rain sewage lifter for taking into account piping lane, features It is:Including former rain sewage pipe, rain poling, submersible sewage pump, pump drain pipe, sewage received well, rain sewage lifting well, piping lane and Power distribution cabinet, the original rain sewage pipe are that municipal administration is laid with pipe network, and the original rain sewage pipe includes water inlet pipe and outlet pipe, the water inlet Connection in the middle part of Guan Yuyu sewage received well, the rain sewage receive bottom and are connected to one end of lower poling, the lower poling It being connected between the other end and the middle part and bottom of rain sewage lifting well, the bottom of rain sewage lifting well is arranged in the submersible sewage pump, Pump drain pipe is connected on the submersible sewage pump, the pump drain pipe is connected in the middle part of rain sewage lifting well with outlet pipe, institute It states piping lane to be arranged between rain sewage received well and rain sewage lifting well and be located to descend above poling, distribution is equipped in the piping lane Cabinet, the power distribution cabinet are connect by water-proof cable with submersible sewage pump.
Further, the pump drain pipe and outlet pipe are tightly connected.
Further, the depth of the rain sewage lifting well is more than or equal to the depth of rain sewage received well.
Further, well lid is equipped at the top of the rain sewage received well and rain sewage lifting well.
Further, the well lid is made of seepy material.
Further, the submersible sewage pump is equipped with 2, a preparation and a use.
A kind of implementation method of rain sewage lifter that taking into account piping lane, includes the following steps:
Step 1: first excavating to piping lane foundation pit, mark is carried out in the place that rainy sewage crosses;
Step 2: by the rain sewage pipeline position of mark, by original amputation in piping lane construction area, piping lane two sides The line ports being truncated finish rain sewage received well, rain sewage lifting well excavation of foundation pit;
Step 3: completing line ports rain sewage received well, rain sewage lifting well bed course and bottom that piping lane two sides are truncated The mixed mud of plate is constructed;
Step 4: lower poling tube top absolute altitude is set as at mm under piping lane elevation of bottom, carry out lower poling pipe canal digging and Lower poling installation;
Step 5: being backfilling and compacted to lower poling;
Step 6: constructing to piping lane in foundation pit, it is completed at the same time the line ports rain sewage that piping lane two sides are truncated and connects The construction of well, rain sewage lifting well is received, rain sewage received well, rain sewage lifting well well head pick out ground;
Step 7: submersible sewage pump is arranged in rain sewage lifting well;
Step 8: submersible sewage pump drainpipe is directly accessed in outlet pipe, submersible sewage pump power supply supplies from power distribution cabinet out of piping lane, leads to Water-proof cable connection is crossed, rain sewage enters rain sewage received well by water inlet pipe, then enters sewage lifting well by the poling that rains, then Outlet pipe is drained by pump drain pipe.
Compared with prior art, the present invention can obtain following technical effect:A kind of piping lane taken into account provided by the invention Rain sewage lifter and implementation method can be effective by the rain bilge well and matched submersible sewage pump being arranged in piping lane two sides Solution pipe network because piping lane build due to can not be by original state recovery situation.Cost of building projects is saved simultaneously.
Detailed description of the invention
In order to more clearly explain the embodiment of the invention or the technical proposal in the existing technology, to embodiment or will show below There is attached drawing needed in technical description to be briefly described, it should be apparent that, those of ordinary skill in the art are come It says, without creative efforts, is also possible to obtain other drawings based on these drawings.
Fig. 1 is real a kind of structural schematic diagram for the rain sewage lifter for taking into account piping lane of the invention.
In figure:1, piping lane, 2, lower poling, 3, submersible sewage pump, 4, pump drain pipe, 5, water-proof cable, 6, rain sewage received well, 7, rain sewage lifting well, 8, power distribution cabinet, 9, water inlet pipe, 10, outlet pipe
Specific embodiment
In order to make the objectives, technical solutions, and advantages of the present invention clearer, with reference to embodiments, to the present invention It is further elaborated.It should be appreciated that the specific embodiments described herein are merely illustrative of the present invention, it is not used to Limit the present invention.
With reference to the accompanying drawing and specific embodiment is further described application principle of the invention.
Embodiment one
As shown in Figure 1:A kind of rain sewage lifter for taking into account piping lane, it is characterised in that:Including former rain sewage pipe, descend to wear Pipe 2, submersible sewage pump 3, pump drain pipe 4, rain sewage received well 6, rain sewage lifting well 7, piping lane 1 and power distribution cabinet 8, the original rain are dirty Water pipe is that municipal administration is laid with pipe network, and the original rain sewage pipe includes water inlet pipe 9 and outlet pipe 10, and the water inlet pipe 9 connects with rain sewage Receive well 6 in the middle part of be connected to, 6 bottom of rain sewage received well is connected to one end of lower poling 2, the other end of the lower poling 2 and It is connected between the middle part and bottom of rain sewage lifting well 7, the bottom of rain sewage lifting well 7 is arranged in the submersible sewage pump 3, described latent Pump drain pipe 4 is connected on dirt pump 3, the pump drain pipe 4 is connected at 7 middle part of rain sewage lifting well with outlet pipe 10, institute It states piping lane 1 to be arranged between rain sewage received well 6 and rain sewage lifting well 7 and be located to descend above poling 2, be set in the piping lane 1 There is power distribution cabinet 8, the power distribution cabinet 8 is connect by water-proof cable 5 with submersible sewage pump 3.The depth of the rain sewage lifting well 7 is greater than The depth of rain sewage received well 6.
A kind of implementation method of rain sewage lifter that taking into account piping lane, it is characterised in that:
Step 1: first excavating to 1 foundation pit of piping lane, mark is carried out in the place that rainy sewage crosses;
Step 2: by the rain sewage pipeline position of mark, by original amputation in 1 construction area of piping lane, 1 liang of piping lane The line ports that side is truncated finish rain sewage received well 6,7 excavation of foundation pit of rain sewage lifting well;
Step 3: completing line ports rain sewage received well 6,7 bed course of rain sewage lifting well that 1 two sides of piping lane are truncated And the mixed mud construction of bottom plate;
Step 4: being set as lower 2 tube top absolute altitude of poling at 500mm under 1 elevation of bottom of piping lane, lower 2 pipe trench of poling is carried out It excavates and lower poling 2 is installed;
Step 5: being backfilling and compacted to lower poling 2;
Step 6: constructing to piping lane 1 in foundation pit, it is completed at the same time the line ports rain sewage that 1 two sides of piping lane are truncated The construction of received well 6, rain sewage lifting well 7, rain sewage received well 6,7 well head of rain sewage lifting well pick out ground;
Step 7: submersible sewage pump 3 is arranged in rain sewage lifting well 7;
Step 8: 3 drainpipe of submersible sewage pump is directly accessed in outlet pipe 10,3 power supply of submersible sewage pump is out of piping lane 1 from power distribution cabinet 8 Supply, is connected by water-proof cable 5, and rain sewage enters rain sewage received well 6 by water inlet pipe 9, then enters dirt by the poling 2 that rains Water winding shaft 7, then outlet pipe 10 is drained by pump drain pipe 4.
Embodiment two
As shown in Figure 1:A kind of rain sewage lifter for taking into account piping lane, it is characterised in that:Including former rain sewage pipe, descend to wear Pipe 2, submersible sewage pump 3, pump drain pipe 4, rain sewage received well 6, rain sewage lifting well 7, piping lane 1 and power distribution cabinet 8, the original rain are dirty Water pipe is that municipal administration is laid with pipe network, and the original rain sewage pipe includes water inlet pipe 9 and outlet pipe 10, and the water inlet pipe 9 connects with rain sewage Receive well 6 in the middle part of be connected to, 6 bottom of rain sewage received well is connected to one end of lower poling 2, the other end of the lower poling 2 and It is connected between the middle part and bottom of rain sewage lifting well 7, the bottom of rain sewage lifting well 7 is arranged in the submersible sewage pump 3, described latent Pump drain pipe 4 is connected on dirt pump 3, the pump drain pipe 4 is connected at 7 middle part of rain sewage lifting well with outlet pipe 10, institute It states piping lane 1 to be arranged between rain sewage received well 6 and rain sewage lifting well 7 and be located to descend above poling 2, be set in the piping lane 1 There is power distribution cabinet 8, the power distribution cabinet 8 is connect by water-proof cable 5 with submersible sewage pump 3.The pump drain pipe 4 and outlet pipe 10 are close Envelope connection.The depth of the rain sewage lifting well 7 is equal to the depth of rain sewage received well 6.The rain sewage received well 6 and rain are dirty The top of water winding shaft 7 is equipped with well lid.The well lid is made of seepy material.The submersible sewage pump 3 is equipped with 2, a preparation and a use.
A kind of implementation method of rain sewage lifter that taking into account piping lane, it is characterised in that:
Step 1: first excavating to 1 foundation pit of piping lane, mark is carried out in the place that rainy sewage crosses;
Step 2: by the rain sewage pipeline position of mark, by original amputation in 1 construction area of piping lane, 1 liang of piping lane The line ports that side is truncated finish rain sewage received well 6,7 excavation of foundation pit of rain sewage lifting well;
Step 3: completing line ports rain sewage received well 6,7 bed course of rain sewage lifting well that 1 two sides of piping lane are truncated And the mixed mud construction of bottom plate;
Step 4: being set as lower 2 tube top absolute altitude of poling at 500mm under 1 elevation of bottom of piping lane, lower 2 pipe trench of poling is carried out It excavates and lower poling 2 is installed;
Step 5: being backfilling and compacted to lower poling 2;
Step 6: constructing to piping lane 1 in foundation pit, it is completed at the same time the line ports rain sewage that 1 two sides of piping lane are truncated The construction of received well 6, rain sewage lifting well 7, rain sewage received well 6,7 well head of rain sewage lifting well pick out ground;
Step 7: submersible sewage pump 3 is arranged in rain sewage lifting well 7;
Step 8: 3 drainpipe of submersible sewage pump is directly accessed in outlet pipe 10,3 power supply of submersible sewage pump is out of piping lane 1 from power distribution cabinet 8 Supply, is connected by water-proof cable 5, and rain sewage enters rain sewage received well 6 by water inlet pipe 9, then enters dirt by the poling 2 that rains Water winding shaft 7, then outlet pipe 10 is drained by pump drain pipe 4.

Claims (7)

1. a kind of rain sewage lifter for taking into account piping lane, it is characterised in that:Including former rain sewage pipe, descend poling (2), submersible sewage pump (3), pump drain pipe (4), rain sewage received well (6), rain sewage lifting well (7), piping lane (1) and power distribution cabinet (8), the original rain Sewage pipe is that municipal administration is laid with pipe network, and the original rain sewage pipe includes water inlet pipe (9) and outlet pipe (10), the water inlet pipe (9) and Connection in the middle part of rain sewage received well (6), the rain sewage received well (6) bottom is connected to one end of lower poling (2), wears under described The other end of pipe (2) is connected to between the middle part and bottom of rain sewage lifting well (7), and the submersible sewage pump (3) is arranged in rain sewage The bottom of winding shaft (7) is connected with pump drain pipe (4) on the submersible sewage pump (3), and the pump drain pipe (4) is in rain sewage It is connected in the middle part of winding shaft (7) with outlet pipe (10), the piping lane (1) is arranged in rain sewage received well (6) and rain sewage lifting well (7) between and it is located above lower poling (2), is equipped with power distribution cabinet (8) in the piping lane (1), the power distribution cabinet (8) passes through anti-water power Cable (5) is connect with submersible sewage pump (3).
2. a kind of rain sewage lifter for taking into account piping lane according to claim 1, it is characterised in that:The pumping drainage (4) and outlet pipe (10) are managed to be tightly connected.
3. a kind of rain sewage lifter for taking into account piping lane according to claim 2, it is characterised in that:The rain sewage mentions The depth of gug (7) is more than or equal to the depth of rain sewage received well (6).
4. a kind of rain sewage lifter for taking into account piping lane according to claim 3, it is characterised in that:The rain sewage connects It receives and is equipped with well lid at the top of well (6) and rain sewage lifting well (7).
5. a kind of rain sewage lifter for taking into account piping lane according to claim 4, it is characterised in that:The well lid is by saturating Water material is made.
6. a kind of rain sewage lifter for taking into account piping lane according to claim 5, it is characterised in that:The submersible sewage pump (3) 2 are equipped with, a preparation and a use.
7. a kind of implementation method for the rain sewage lifter for taking into account piping lane, which is characterized in that include the following steps:
Step 1: first excavating to piping lane (1) foundation pit, mark is carried out in the place that rainy sewage crosses;
Step 2: by the rain sewage pipeline position of mark, by original amputation in piping lane (1) construction area, piping lane (1) two The line ports that side is truncated finish rain sewage received well (6), rain sewage lifting well (7) excavation of foundation pit;
Step 3: completing line ports rain sewage received well (6), rain sewage lifting well (7) bed course that piping lane (1) two sides are truncated And the mixed mud construction of bottom plate;
Step 4: being set as lower poling (2) tube top absolute altitude at 500mm under piping lane (1) elevation of bottom, lower poling (2) pipe is carried out Ditch excavates and lower poling (2) installation;
Step 5: being backfilling and compacted to lower poling (2);
Step 6: constructing to piping lane in foundation pit (1), it is completed at the same time the line ports rain sewage that piping lane (1) two sides are truncated The construction of received well (6), rain sewage lifting well (7), rain sewage received well (6), rain sewage lifting well (7) well head pick out ground i.e. It can;
Step 7: submersible sewage pump (3) are arranged in rain sewage lifting well (7);
Step 8: submersible sewage pump (3) drainpipe is directly accessed in outlet pipe (10), submersible sewage pump (3) power supply is from piping lane (1) interior power distribution cabinet (8) it supplies at, is connected by water-proof cable (5), rain sewage enters rain sewage received well (6) by water inlet pipe (9), then wears under passing through It manages (2) and enters rain sewage lifting well (7), then drain into outlet pipe (10) by pump drain pipe (4).
CN201810827545.8A 2018-07-25 2018-07-25 A kind of rain sewage lifter that taking into account piping lane and implementation method Pending CN108842907A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201810827545.8A CN108842907A (en) 2018-07-25 2018-07-25 A kind of rain sewage lifter that taking into account piping lane and implementation method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201810827545.8A CN108842907A (en) 2018-07-25 2018-07-25 A kind of rain sewage lifter that taking into account piping lane and implementation method

Publications (1)

Publication Number Publication Date
CN108842907A true CN108842907A (en) 2018-11-20

Family

ID=64195773

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201810827545.8A Pending CN108842907A (en) 2018-07-25 2018-07-25 A kind of rain sewage lifter that taking into account piping lane and implementation method

Country Status (1)

Country Link
CN (1) CN108842907A (en)

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1073242A (en) * 1991-12-11 1993-06-16 株式会社尹耐斯 The syphon tube of vacuum type sewer
CN103397662A (en) * 2013-08-12 2013-11-20 上海市城市建设设计研究总院 Comprehensive pipe gallery structure
CN204530376U (en) * 2015-01-28 2015-08-05 罗其峰 Prevention waterlogging disappears the smooth town road structure in rain sewage sidewalk
CN104878829A (en) * 2015-06-03 2015-09-02 黄河勘测规划设计有限公司 Anti-clogging inverted siphon sewage pipe system
CN206143899U (en) * 2016-09-26 2017-05-03 上海市城市建设设计研究总院(集团)有限公司 Crossover node structure suitable for sewer line incorporates utility tunnel in
CN206888009U (en) * 2017-07-10 2018-01-16 上海市城市建设设计研究总院(集团)有限公司 Realize sewage pipe in corridor without the underground pipe gallery sewage branch mouth structure for falling damage and picking out
CN206888134U (en) * 2017-07-10 2018-01-16 上海市城市建设设计研究总院(集团)有限公司 Sewage pipe picks out the underground pipe gallery structure outside corridor in corridor

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1073242A (en) * 1991-12-11 1993-06-16 株式会社尹耐斯 The syphon tube of vacuum type sewer
CN103397662A (en) * 2013-08-12 2013-11-20 上海市城市建设设计研究总院 Comprehensive pipe gallery structure
CN204530376U (en) * 2015-01-28 2015-08-05 罗其峰 Prevention waterlogging disappears the smooth town road structure in rain sewage sidewalk
CN104878829A (en) * 2015-06-03 2015-09-02 黄河勘测规划设计有限公司 Anti-clogging inverted siphon sewage pipe system
CN206143899U (en) * 2016-09-26 2017-05-03 上海市城市建设设计研究总院(集团)有限公司 Crossover node structure suitable for sewer line incorporates utility tunnel in
CN206888009U (en) * 2017-07-10 2018-01-16 上海市城市建设设计研究总院(集团)有限公司 Realize sewage pipe in corridor without the underground pipe gallery sewage branch mouth structure for falling damage and picking out
CN206888134U (en) * 2017-07-10 2018-01-16 上海市城市建设设计研究总院(集团)有限公司 Sewage pipe picks out the underground pipe gallery structure outside corridor in corridor

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
徐家钰等: "《道路工程(第三版)》", 31 August 2015, 同济大学出版社 *

Similar Documents

Publication Publication Date Title
CN105586859B (en) Integral irrigation and drainage pipe system of saline-alkali soil farmland and construction method
CN106759781A (en) A kind of intelligent city rainwater regulating pondage system and its construction method
US11566390B2 (en) Construction method of reclaiming land from the sea based on basement utilization
CN103882889A (en) Bottom plate waterproofing system of foundation of building
CN108842907A (en) A kind of rain sewage lifter that taking into account piping lane and implementation method
CN110185051A (en) Deep narrow excavation water discharge method
CN206956917U (en) A kind of automatically cleaning pumping plant base for collecting sludge certainly
CN109056767A (en) A kind of rich water powder land floor precipitation and recharge construction method
CN215329049U (en) Track structure with drainage pump station in integral ballast bed
KR20050101069A (en) A water turning method of powerless drain pipe and apparatus thereof
CN214143998U (en) Sewage collecting pipe network arrangement structure for households along river
CN208815550U (en) A kind of rich water powder land floor precipitation and recharge construction system
CN109779682B (en) Water-rich section highway tunnel escape canal structure system
CN111827198A (en) Construction method for central control water replacement and filling in tidal lake water environment ecological restoration
CN219081651U (en) Tunnel groundwater flow-guiding structure suitable for karst area
CN216240800U (en) Mountain tunnel drainage system easy to manage and dredge
CN212835825U (en) Well-forming drainage system for loose earth surface
CN109750718A (en) Farm field irrigation drainage condominium system
CN214246015U (en) Inspection system for pipe laying at bottom of trench
CN219081650U (en) Tunnel water-gathering type water guide structure for drainage of karst water
CN107859012A (en) A kind of field irrigation splicing water transmission trough
CN110080369B (en) Cross sewage drainage pipeline construction method without interrupting sewage drainage
CN210917422U (en) Drainage arrangement structure for foundation pit construction site
CN218880962U (en) Basement pipeline wall-penetrating waterproof structure
CN102071721A (en) Circulating water inlet pipe and drain pipe laminating structure for power plant

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
RJ01 Rejection of invention patent application after publication

Application publication date: 20181120

RJ01 Rejection of invention patent application after publication