CN106759158B - A kind of application method of force reduction pool bottom construction or strengthening construction automatic drain system - Google Patents

A kind of application method of force reduction pool bottom construction or strengthening construction automatic drain system Download PDF

Info

Publication number
CN106759158B
CN106759158B CN201611098852.4A CN201611098852A CN106759158B CN 106759158 B CN106759158 B CN 106759158B CN 201611098852 A CN201611098852 A CN 201611098852A CN 106759158 B CN106759158 B CN 106759158B
Authority
CN
China
Prior art keywords
water
pipe
construction
collector pipe
collector
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.)
Active
Application number
CN201611098852.4A
Other languages
Chinese (zh)
Other versions
CN106759158A (en
Inventor
张朝峰
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.)
Jiangxi Sicheng Consulting Co.,Ltd.
Original Assignee
SUQIAN FENGCHI SECURITY 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 SUQIAN FENGCHI SECURITY Co Ltd filed Critical SUQIAN FENGCHI SECURITY Co Ltd
Priority to CN201611098852.4A priority Critical patent/CN106759158B/en
Publication of CN106759158A publication Critical patent/CN106759158A/en
Application granted granted Critical
Publication of CN106759158B publication Critical patent/CN106759158B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B8/00Details of barrages or weirs ; Energy dissipating devices carried by lock or dry-dock gates
    • E02B8/06Spillways; Devices for dissipation of energy, e.g. for reducing eddies also for lock or dry-dock gates
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D19/00Keeping dry foundation sites or other areas in the ground
    • E02D19/06Restraining of underground water
    • E02D19/10Restraining of underground water by lowering level of ground water
    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03FSEWERS; CESSPOOLS
    • E03F5/00Sewerage structures
    • E03F5/22Adaptations of pumping plants for lifting sewage

Landscapes

  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Hydrology & Water Resources (AREA)
  • General Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Environmental & Geological Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Health & Medical Sciences (AREA)
  • Public Health (AREA)
  • Water Supply & Treatment (AREA)
  • Control Of Positive-Displacement Pumps (AREA)
  • Structures Of Non-Positive Displacement Pumps (AREA)
  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
  • Farming Of Fish And Shellfish (AREA)

Abstract

This application involves the application methods of force reduction pool bottom construction or strengthening construction automatic drain system in hydraulic engineering, including water pump and collector pipe, water pump is equipped with PLC control panels and water inlet pipe, outlet pipe, water inlet pipe is equipped with multiple points of water inlet pipes, water inlet pipe is divided to be separately connected drinking-water pipe, each drinking-water pipe is connected on corresponding collector pipe, and collector pipe is arranged in rises, collector pipe upper oral part is equipped with inductor, and floating body is increased with water level to be sent out unlatching to water pump close to inductor and draw water order;Outlet pipe is equipped with detector, and detector, which detects, to be stopped water outlet or be less than setting value in outlet pipe, detector sends out the signal that switches off the pump.Repair to force reduction pool bottom construction or is reinforced using the present invention program, cost can be saved, save the construction time, and be not required to emptying upstream inpoundment, reduce water resource loss.

Description

A kind of application method of force reduction pool bottom construction or strengthening construction automatic drain system
Technical field
This application involves the stilling pond method for maintaining in hydraulic engineering, more particularly to a kind of force reduction pool bottom construction or reinforcing The application method of construction automatic drain system.
Background technology
In water conservancy projects, for the large and medium-sized sluice of water drainage, it is designed with stilling pond, stilling pond is the important composition of sluice Part, the stabilization of structure whether, directly influence the safety of lock body, and then threaten the person and wealth of the downstream people Production safety, since stilling pond bears sluicing for a long time, stilling pond bottom surface causes pitted skin to reveal muscle, this previous kind after a certain period of time The stilling pond patient's condition is repaired, and emptying upstream inpoundment is mostly used, and reduces stilling pond infiltration intensity and water percolating capacity, and then monoblock stilling pond is torn open Except reconstruction does not discharge water and however, it will cause huge water resource wastes for emptying upstream inpoundment because stilling pond is produced in low-lying place Raw infiltration upwards, therefore maintenance and reinforcement difficulty of construction is very big.
Invention content
To solve the above-mentioned problems, a kind of force reduction pool bottom construction of present invention offer or strengthening construction Auto-drainage system System solves the water percolating capacity larger impact construction problem in repair, passes through wound using by oozing in stilling pond, permeable orderly export Dry ground environment is made, then implements ruggedized construction on former bottom plate, achievees the purpose that maintenance and reinforcement;And construction party using the present invention Method need not then be vented upstream inpoundment, it is possible to reduce water resource lose, also need not monoblock stilling pond remove rebuild, with reach save The purpose of resource.
The technical solution adopted by the present invention is as follows:
A kind of force reduction pool bottom construction or strengthening construction automatic drain system, including water pump and collector pipe, the water Pump is equipped with PLC control panels and water inlet pipe, outlet pipe, and the PLC control panels are equipped with wireless receiving module, and the water inlet pipe is set There are multiple points of water inlet pipes, water inlet pipe is divided to be separately connected drinking-water pipe, each drinking-water pipe is connected on corresponding collector pipe, and described catchments Pipe is arranged in rises.
Further, the collector pipe is longitudinally disposed, and former bottom plate rises, the connector that draws water in collector pipe are inserted into lower end It is fixed among floating body, connector lower end of drawing water is equipped with grid, is equipped with taper plug upwards among grid, taper plug is equipped with upwards It is oriented to steel wire, steel wire is oriented to and puts in certain length in the connector that draws water.
Further preferred embodiment, the floating body are slightly less than the bore that catchments, and floating body can pass through water in collector pipe Buoyancy moves up and down.
Further, the collector pipe upper oral part is equipped with inductor, and the inductor is equipped with magnet controlled or light-operated Switch and wireless transmitter module, floating body are increased with water level close to inductor, and switch opens wireless transmitter module after detecting signal Unlatching is sent out to water pump to draw water order, water pump opening is drawn water, and water pump passes through each point of water inlet pipe, each drinking-water pipe is drawn in collector pipe Water is discharged from outlet pipe.
Further, the outlet pipe is equipped with detector, and detector is equipped with wireless transmitter module, and detector detects out Stop water outlet in water pipe or be less than setting value, detector sends out the signal that switches off the pump.
The invention also discloses a kind of force reduction pool bottom construction or the manufacturing method of strengthening construction automatic drain system, packets Include following technique and step:
1) water pump selects self priming pump, water pump that water inlet pipe, outlet pipe and PLC control panels is arranged, and PLC control panels are equipped with and wirelessly connect Receive module.
2) water inlet pipe:Multiple points of water inlet pipes are fixedly installed in the water inlet pipe both sides of water pump, divide the end of water inlet pipe to be equipped with outer Screw thread or internal thread cover upper drinking-water pipe on dividing water inlet pipe or screw on closed nut or screw respectively, and drinking-water pipe connects collector pipe On the connector that draws water.
3) collector pipe:Collector pipe is the PVC pipeline of diameter 10-15cm, height 50-100cm, and at middle part, setting is longitudinal draws water Connector, the upper end of joint that draws water are connect with drinking-water pipe, and the centre of floating body is fixed in the middle part of the connector that draws water, and drawing water, connector lower end is arranged Grid, grid are fixed in collector pipe, taper plug are arranged in grid upper middle position, taper plug sets up guiding steel Silk is oriented to steel wire and puts in certain length in the connector that draws water, and the outer diameter of floating body is slightly less than the bore that catchments, and floating body can be in collector pipe It being moved up and down by the buoyancy of water, floating body declines, and the connector that draws water declines along steel wire is oriented to, until fall on taper plug, it should Drinking-water pipe is blocked by taper plug, stops water inlet.
4) inductor is set in collector pipe upper oral part, inductor is equipped with magnet controlled or light-operated switch and wireless transmission mould Block, floating body are increased close to inductor, and opening wireless transmitter module sends out unlatching pumping for water pump to water pump after switch detects signal Order, water pump opening are drawn water, and water pump draws the water in collector pipe by each point of water inlet pipe, each drinking-water pipe, is discharged from outlet pipe.
5) detector is set in the outlet pipe of water pump, detector is equipped with wireless transmitter module, and detector detects outlet pipe Interior stopping water outlet being less than setting value, and detector sends out the signal that switches off the pump, and water pump stops pumping.
The invention also discloses a kind of force reduction pool bottom construction or the application method of strengthening construction automatic drain system, packets Include following technique and step:
1) water pump is set:Water pump setting is peripheral on construction ground, and water pump is equipped with water inlet pipe, outlet pipe and PLC control panels;It cuts Take the PU pipes of suitable length as drinking-water pipe, one end divides water inlet pipe to connect on water inlet pipe, the other end and the pumping in collector pipe Water swivel connects.
2) collector pipe is set:It seeps water/emits on construction ground at water and punch downwards, be inserted into the pvc pipe collector pipe of corresponding size, It is arranged outside collector pipe and fixes, the connector that draws water is equipped in collector pipe, the upper end of joint that draws water is connect with drinking-water pipe, in the connector that draws water Portion is fixed on the centre of floating body, and drawing water, grid is arranged in connector lower end, and grid is fixed in collector pipe, in grid top interposition Taper plug is installed, taper plug sets up guiding steel wire, is oriented to steel wire and puts in certain length in the connector that draws water, collector pipe Upper oral part is equipped with inductor;Multiple collector pipes can be arranged in construction site.
3) floating body is increased with water level close to inductor in any collector pipe, and inductor sends out unlatching water pump signal and starts to take out The outlet pipe of water, water pump is equipped with detector, and detector, which detects, to be stopped water outlet or be less than setting value in outlet pipe, detector is sent out The signal that switches off the pump stops pumping.
4) Auto-drainage in constructing extracts collector pipe after the completion of construction or blocks collector pipe.
Beneficial effects of the present invention
The present invention has the following technical effects after the above technical solution is adopted:1, hydraulic engineering drainage system of the invention, Simple in structure, easy for installation, automatic running in engineering is not required to special messenger guard;2, it is not required to emptying upstream inpoundment, reduces water resource damage It loses.
Description of the drawings
Fig. 1 is the automatic drain system structural schematic diagram of the present invention, and 6 one end of drinking-water pipe that draws only illustrated in figure connects Point water inlet pipe 5 is connect, the other end connects the connector 13 that draws water of collector pipe 7;
Fig. 2 is the plan structure signal that the automatic drain system of the present invention is applied in the construction of force reduction pool bottom reinforcing engineering Scheme, is state before non-casting concrete in figure, it is seen that construction site 8 is equipped with bar-mat reinforcement 10, and multiple collection are equipped in bar-mat reinforcement 10 Water pipe 7, is not shown in figure water pump and drinking-water pipe is connected on collector pipe;
Fig. 3 is the A-A cross-section structure enlarged diagrams of Fig. 2, and floating body 14 is increased close to 12 state of inductor in figure;
Fig. 4 is another state of Fig. 2:Floating body 14 decline, the connector 13 that draws water fall the stopping on taper plug 16 water inlet, Air-suction state;
Fig. 5 is the on-site tridimensional structure that the automatic drain system of the present invention is applied in the construction of force reduction pool bottom reinforcing engineering Schematic diagram.
In figure, 1- water pumps, 2- water inlet pipes, 3- outlet pipes, 4- detectors, 5- divides water inlet pipe, 6- drinking-water pipes, 7- collector pipes, The construction sites 8-, the sides 9- slot, 10- bar-mat reinforcements, 11- anchor ribs, 12- inductors, 13- draw water connector, 14- floating bodies, and 15- is oriented to steel Silk, 16- taper plugs, 17- grids.
Specific implementation mode
The present invention will be further described with reference to the accompanying drawings and examples.
Embodiment, refer to the attached drawing:A kind of force reduction pool bottom construction or strengthening construction automatic drain system, including water pump 1 With collector pipe 7, the water pump 1 is equipped with PLC control panels and water inlet pipe 2, outlet pipe 3, and the PLC control panels are equipped with and wirelessly connect Module is received, the water inlet pipe 2 is equipped with multiple points of water inlet pipes 5, and water inlet pipe 5 is divided to be separately connected drinking-water pipe 6, and each drinking-water pipe 6 connects On corresponding collector pipe 7, the collector pipe 7 is arranged in rises.
Further, the collector pipe 7 is longitudinally disposed, and 8 rises of construction site, the pumping in collector pipe 7 are inserted into lower end Water swivel 13 is fixed among floating body 14, and 13 lower end of connector of drawing water is equipped with grid 17, and taper plug is equipped with upwards among grid 17 16, taper plug 16 is equipped with is oriented to steel wire 15 upwards, is oriented to steel wire 15 and puts in certain length in the connector 13 that draws water.
Further preferred embodiment, the floating body 14 are slightly less than 7 internal diameter of collector pipe, and floating body 14 can lead in collector pipe 7 The buoyancy for crossing water moves up and down.
Further, 7 upper oral part of collector pipe is equipped with inductor 12, and the inductor 12 is equipped with magnet controlled or light Control formula switchs and wireless transmitter module, and floating body 14 is increased with water level close to inductor 12, and switch is opened wirelessly after detecting signal Transmitting module sends out unlatching to water pump 1 and draws water order, and the opening of water pump 1 is drawn water, and water pump 1 passes through each point of water inlet pipe 5, each drinking-water pipe 6 The water in collector pipe 7 is drawn, is discharged from outlet pipe.
Further, the outlet pipe 3 is equipped with detector 4, and detector 4 is equipped with wireless transmitter module, and detector 4 detects Stop water outlet in outlet pipe 3 or be less than setting value, detector 4 sends out 1 signal that switches off the pump.
The present embodiment also discloses the manufacturing method of a kind of force reduction pool bottom construction or strengthening construction automatic drain system, Including following technique and step:
1) water pump selects self priming pump, water pump 1 that water inlet pipe 2, outlet pipe 3 and PLC control panels is arranged, and PLC control panels are equipped with nothing Line receiving module.
2) water inlet pipe:Multiple points of water inlet pipes 5 are fixedly installed in 2 both sides of water inlet pipe of water pump 1, the end of water inlet pipe 5 is divided to set There are external screw thread or internal thread, cover upper drinking-water pipe 6 respectively on dividing water inlet pipe 5 or screw on closed nut or screw, drinking-water pipe 6 connects The connector 13 that draws water on collector pipe 7.
3) collector pipe:Collector pipe 7 is the PVC pipeline of diameter 10-15cm, height 50-100cm, and longitudinal take out is arranged at middle part Water swivel 13,13 upper end of connector of drawing water are connect with drinking-water pipe 6, and 13 middle part of connector of drawing water is fixed on the centre of floating body 14, is drawing water Grid 17 is arranged in 13 lower end of connector, and grid 17 is fixed in collector pipe 7, and taper plug is arranged in 17 upper middle position of grid 16, taper plug 16, which is set up, is oriented to steel wire 15, is oriented to steel wire 15 and puts in certain length in the connector 13 that draws water, floating body 14 it is outer Diameter is slightly less than 7 internal diameter of collector pipe, and floating body 14 can be moved up and down in collector pipe 7 by the buoyancy of water, and floating body 14 declines, and draws water and connects First 13 decline along steel wire 15 is oriented to, until fall on taper plug 16, which is blocked by taper plug 16, stop into Water.
4) inductor 12 is set in 7 upper oral part of collector pipe, inductor 12 is equipped with magnet controlled or light-operated switch and wireless hair Module is penetrated, floating body 14 is increased close to inductor 12, and opening wireless transmitter module sends out unlatching to water pump 1 after switch detects signal Pumping for water pump order, the opening of water pump 1 are drawn water, and water pump 1 draws the water in collector pipe 7 by each point of water inlet pipe 5, each drinking-water pipe 6, from Outlet pipe 3 is discharged.
5) detector 4 is set in the outlet pipe 3 of water pump 1, detector 4 is equipped with wireless transmitter module, and detector 4 detects out Stop water outlet in water pipe 3 or be less than setting value, detector 4 sends out 1 signal that switches off the pump, and water pump 1 stops pumping.
The present embodiment also discloses the application method of a kind of force reduction pool bottom construction or strengthening construction automatic drain system, Including following technique and step:
1) water pump is set:8 periphery, water pump 1 are equipped with water inlet pipe 2, outlet pipe 3 and PLC controls to the setting of water pump 1 on construction ground Plate;Intercept suitable length PU pipes as drinking-water pipe 6, one end divides water inlet pipe 5 to connect on water inlet pipe 2, the other end with catchment The connection of connector 13 of drawing water in pipe 7.
2) collector pipe 7 is set:It seeps water/emits on construction ground at water and punch downwards, be inserted into the pvc pipe collector pipe of corresponding size 7, it is arranged outside collector pipe 7 and fixes, the connector 13 that draws water is equipped in collector pipe 7,13 upper end of connector of drawing water is connect with drinking-water pipe 6, The middle part of connector 13 of drawing water is fixed on the centre of floating body 14, and drawing water, grid 17 is arranged in 13 lower end of connector, and grid 17, which is fixed on, to catchment In pipe 7, in 17 upper middle position of grid setting taper plug 16, taper plug 16, which is set up, is oriented to steel wire 15, is oriented to steel Silk 15 puts in certain length in the connector 13 that draws water, and 7 upper oral part of collector pipe is equipped with inductor 12;Multiple collection can be arranged in construction site 8 Water pipe 7.
3) floating body 14 is increased with water level close to inductor 12 in any collector pipe 7, and inductor 12, which is sent out, opens 1 signal of water pump Start to draw water, the outlet pipe 3 of water pump 1 is equipped with detector 4, and detector 4, which detects, stops water outlet or less than setting in outlet pipe 3 Value, detector 4 send out 1 signal that switches off the pump and stop pumping.
4) Auto-drainage in constructing extracts collector pipe 7 after the completion of construction or blocks collector pipe 7.
This drainage system operation principle:Multiple collector pipes 7 divide water inlet pipe 5 to connect with water pump 1 respectively by drinking-water pipe 6, appoint One collector pipe, 7 water level increases, and internal floating body 14 follows the inductor 12 increased close to top, inductor 12 to send out opening water pump 1 signal, 7 internal water of collector pipe are extracted, water level decreasing, and floating body 14 declines the pumping that taper plug 16 blocks 13 lower end of connector of drawing water Water hole avoids air inlet herein from influencing the draining of other collector pipes 7, until the water in all collector pipes 7 exhausts, is located at outlet pipe 3 Detector 4, which detects, to be stopped water outlet or is less than setting value in outlet pipe 3, detector 4 sends out 1 signal that switches off the pump, therefore in work Auto-drainage can be achieved in journey.
Those skilled in the art of the present technique are appreciated that unless otherwise defined, all terms used herein, including technology art Language and scientific terminology have meaning identical with the general understanding of the those of ordinary skill in the application fields.Should also Understand, those terms such as defined in the general dictionary, which should be understood that, to be had and the meaning in the context of the prior art The consistent meaning of justice, and unless defined as here, will not be with idealizing or the meaning of too formal be explained.
The meaning of " inside and outside " described herein refers to relative to equipment itself, the side inside sensing equipment To be interior, on the contrary is outer.
The meaning of " connection " described herein can be directly connected to can also be to pass through between component between component Other components are indirectly connected with.
It is enlightenment with the above-mentioned desirable embodiment according to the application, through the above description, relevant staff is complete Various changes and amendments can be carried out in the range of without departing from present techniques thought entirely.This item application it is technical Range is not limited to the contents of the specification, it is necessary to determine its technical scope according to right.

Claims (5)

1. the application method of a kind of force reduction pool bottom construction or strengthening construction automatic drain system, the automatic drain system Including water pump and collector pipe, the water pump is equipped with PLC control panels and water inlet pipe, outlet pipe, and the PLC control panels are equipped with nothing Line receiving module, the water inlet pipe are equipped with multiple points of water inlet pipes, divide water inlet pipe to be separately connected drinking-water pipe, each drinking-water pipe is connected to On corresponding collector pipe, the collector pipe is arranged in rises;
It is characterized in that, the specifically used method of force reduction pool bottom construction or strengthening construction automatic drain system includes following work Skill and step:
1) water pump is set:Water pump setting is peripheral on construction ground, and water pump is equipped with water inlet pipe, outlet pipe and PLC control panels;Interception is suitable When the PU pipes of length are as drinking-water pipe, one end divides water inlet pipe to connect on water inlet pipe, and the other end connects with drawing water in collector pipe Head connection;
2) collector pipe is set:It seeps water/emits on construction ground at water and punch downwards, be inserted into the pvc pipe collector pipe of corresponding size, collecting Setting is fixed outside water pipe, and the connector that draws water is equipped in collector pipe, and the upper end of joint that draws water is connect with drinking-water pipe, solid in the middle part of the connector that draws water It is scheduled on the centre of floating body, grid is arranged in connector lower end drawing water, and grid is fixed in collector pipe, is set in grid upper middle position Taper plug is set, taper plug sets up guiding steel wire, is oriented to steel wire and puts in certain length in the connector that draws water, collector pipe is suitable for reading Portion is equipped with inductor, and the inductor is equipped with light-operated switch and wireless transmitter module, and multiple collector pipes are arranged in construction site;
3) floating body is increased with water level close to inductor in any collector pipe, and inductor sends out unlatching water pump signal and starts to draw water, water The outlet pipe of pump is equipped with detector, and detector detects that water outlet is less than setting value in outlet pipe, and detector sends out the letter that switches off the pump It number stops pumping;
4) Auto-drainage in constructing extracts collector pipe after the completion of construction or blocks collector pipe.
2. the application method of force reduction pool bottom construction according to claim 1 or strengthening construction automatic drain system, It is characterized in that the collector pipe is longitudinally disposed, former bottom plate rises is inserted into lower end, and the connector that draws water in collector pipe is fixed on floating Among body, connector lower end of drawing water is equipped with grid, is equipped with taper plug among grid upwards, and taper plug is equipped with is oriented to steel upwards Silk is oriented to steel wire and puts in certain length in the connector that draws water.
3. the application method of force reduction pool bottom construction according to claim 1 or strengthening construction automatic drain system, It is characterized in that the floating body is slightly less than the bore that catchments, floating body can be moved up and down in collector pipe by the buoyancy of water.
4. the application method of force reduction pool bottom construction according to claim 1 or strengthening construction automatic drain system, It is characterized in that floating body is increased with water level close to inductor, opening wireless transmitter module is sent out out to water pump after switch detects signal Order of drawing water is opened, water pump opening is drawn water, and water pump draws the water in collector pipe by each point of water inlet pipe, each drinking-water pipe, from outlet pipe Discharge.
5. the application method of force reduction pool bottom construction according to claim 1 or strengthening construction automatic drain system, It is characterized in that the outlet pipe is equipped with detector, detector is equipped with wireless transmitter module, and detector detects in outlet pipe Water is less than setting value, and detector sends out the signal that switches off the pump.
CN201611098852.4A 2015-07-07 2015-07-07 A kind of application method of force reduction pool bottom construction or strengthening construction automatic drain system Active CN106759158B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201611098852.4A CN106759158B (en) 2015-07-07 2015-07-07 A kind of application method of force reduction pool bottom construction or strengthening construction automatic drain system

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CN201611098852.4A CN106759158B (en) 2015-07-07 2015-07-07 A kind of application method of force reduction pool bottom construction or strengthening construction automatic drain system
CN201510393764.6A CN104988936B (en) 2015-07-07 2015-07-07 Automatic drain system for bottom plate construction or reinforcement construction of stilling pool

Related Parent Applications (1)

Application Number Title Priority Date Filing Date
CN201510393764.6A Division CN104988936B (en) 2015-07-07 2015-07-07 Automatic drain system for bottom plate construction or reinforcement construction of stilling pool

Publications (2)

Publication Number Publication Date
CN106759158A CN106759158A (en) 2017-05-31
CN106759158B true CN106759158B (en) 2018-08-10

Family

ID=54300818

Family Applications (6)

Application Number Title Priority Date Filing Date
CN201611098871.7A Expired - Fee Related CN106759160B (en) 2015-07-07 2015-07-07 Force reduction pool bottom construction or the application method of strengthening construction automatic drain system
CN201611098853.9A Active CN106759159B (en) 2015-07-07 2015-07-07 A kind of manufacturing method of force reduction pool bottom construction or strengthening construction automatic drain system
CN201611098873.6A Active CN106480894B (en) 2015-07-07 2015-07-07 The manufacturing method of force reduction pool bottom construction or strengthening construction automatic drain system
CN201611098851.XA Active CN106498910B (en) 2015-07-07 2015-07-07 A kind of force reduction pool bottom construction or strengthening construction automatic drain system
CN201611098852.4A Active CN106759158B (en) 2015-07-07 2015-07-07 A kind of application method of force reduction pool bottom construction or strengthening construction automatic drain system
CN201510393764.6A Expired - Fee Related CN104988936B (en) 2015-07-07 2015-07-07 Automatic drain system for bottom plate construction or reinforcement construction of stilling pool

Family Applications Before (4)

Application Number Title Priority Date Filing Date
CN201611098871.7A Expired - Fee Related CN106759160B (en) 2015-07-07 2015-07-07 Force reduction pool bottom construction or the application method of strengthening construction automatic drain system
CN201611098853.9A Active CN106759159B (en) 2015-07-07 2015-07-07 A kind of manufacturing method of force reduction pool bottom construction or strengthening construction automatic drain system
CN201611098873.6A Active CN106480894B (en) 2015-07-07 2015-07-07 The manufacturing method of force reduction pool bottom construction or strengthening construction automatic drain system
CN201611098851.XA Active CN106498910B (en) 2015-07-07 2015-07-07 A kind of force reduction pool bottom construction or strengthening construction automatic drain system

Family Applications After (1)

Application Number Title Priority Date Filing Date
CN201510393764.6A Expired - Fee Related CN104988936B (en) 2015-07-07 2015-07-07 Automatic drain system for bottom plate construction or reinforcement construction of stilling pool

Country Status (1)

Country Link
CN (6) CN106759160B (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114908784B (en) * 2022-05-11 2024-05-14 浙江泛海交通工程有限公司 Maintenance method of high-water-level pit after construction

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005344397A (en) * 2004-06-03 2005-12-15 Takahashi Kanri:Kk Underground water control method for basement construction
CN102304923A (en) * 2011-06-22 2012-01-04 天津华津制药有限公司 Automatic discharging system for underground water
CN102535489A (en) * 2012-02-17 2012-07-04 河北建设勘察研究院有限公司 Method for dewatering large-area foundation pit on silt stratum
CN103382722A (en) * 2013-07-15 2013-11-06 广西建工集团第三建筑工程有限责任公司 Concrete foundation slab restoring method for preformed water collecting well for higher underground hydraulic pressure
CN103774624A (en) * 2012-10-23 2014-05-07 中国葛洲坝集团股份有限公司 Concentration guiding drainage device of corridor drain hole
CN203684179U (en) * 2014-01-10 2014-07-02 中国水电顾问集团昆明勘测设计研究院有限公司 Hidden drainage system in pipe network of power station stilling pool

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN202196301U (en) * 2011-08-30 2012-04-18 成都锐达自动控制有限公司 Seepage draining intelligence control system of water power station
CN102433886A (en) * 2011-09-27 2012-05-02 天津住宅集团建设工程总承包有限公司 Construction method for adding water lowering well in water collecting well
CN102535488B (en) * 2012-03-13 2014-03-26 广东中城建设集团有限公司 Waterproof construction method for bottom plate of high-water-level basement
CN107268515B (en) * 2015-07-07 2018-08-24 宿迁峰驰安防有限公司 The application method of construction of hydro project automatic drain system
CN204919577U (en) * 2015-07-07 2015-12-30 徐州市铜山区水利工程处 Automatic drainage system is used in construction of absorption basin bottom plate or reinforcement construction

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005344397A (en) * 2004-06-03 2005-12-15 Takahashi Kanri:Kk Underground water control method for basement construction
CN102304923A (en) * 2011-06-22 2012-01-04 天津华津制药有限公司 Automatic discharging system for underground water
CN102535489A (en) * 2012-02-17 2012-07-04 河北建设勘察研究院有限公司 Method for dewatering large-area foundation pit on silt stratum
CN103774624A (en) * 2012-10-23 2014-05-07 中国葛洲坝集团股份有限公司 Concentration guiding drainage device of corridor drain hole
CN103382722A (en) * 2013-07-15 2013-11-06 广西建工集团第三建筑工程有限责任公司 Concrete foundation slab restoring method for preformed water collecting well for higher underground hydraulic pressure
CN203684179U (en) * 2014-01-10 2014-07-02 中国水电顾问集团昆明勘测设计研究院有限公司 Hidden drainage system in pipe network of power station stilling pool

Also Published As

Publication number Publication date
CN106480894B (en) 2018-11-06
CN106498910B (en) 2018-05-11
CN106759160A (en) 2017-05-31
CN106759160B (en) 2018-06-08
CN106759159A (en) 2017-05-31
CN106498910A (en) 2017-03-15
CN106759159B (en) 2018-11-06
CN106480894A (en) 2017-03-08
CN106759158A (en) 2017-05-31
CN104988936B (en) 2017-01-18
CN104988936A (en) 2015-10-21

Similar Documents

Publication Publication Date Title
CN104929085B (en) The manufacture method of construction of hydro project automatic drain system
CN104389634B (en) A kind of mine vertical shaft sieve well shaft wall structure and controlled trapping method thereof
CN106759158B (en) A kind of application method of force reduction pool bottom construction or strengthening construction automatic drain system
CN207092033U (en) A kind of flood discharging tunnel
CN203307776U (en) Concrete face rock fill dam toe board structure
CN103382853B (en) Buffer system for draining local burst gushing water of tunnel and control method
CN204491814U (en) Rainwater Quality controls system of regulating and storing
CN204919577U (en) Automatic drainage system is used in construction of absorption basin bottom plate or reinforcement construction
CN204849707U (en) Automatic drainage system is used in hydraulic engineering construction
CN104947636B (en) Stilling pool bottom plate reinforcing composition
CN203383853U (en) Buffering system for solving problem of insufficient drainage ability of tunnel central ditch
CN204825813U (en) Absorption basin bottom plate reinforced structure
CN205297646U (en) Automatic water discharging device of gas drainage pipe remote control
CN209100054U (en) It is a kind of backfill and consolidation grouting telescoping steel form pre-embedment grouting pipe structure
CN208732766U (en) A kind of down-hole comprehensive utilization system of water source
CN206110310U (en) Bury intelligent sewage lifting pump station of formula integration
CN106759162B (en) The construction method of sluice force reduction pool bottom ruggedized construction
CN205243558U (en) Take out in pit and put pipeline hand from adjustable ware that drains
CN103397908B (en) For solving buffer system and the control method of center, tunnel ditch water discharge scarce capacity
CN203407371U (en) Water charging and discharging system with anti-escaping device for leech culture pond
CN221221895U (en) Large-caliber water supply pipeline emptying facility in shield tunnel
CN209354161U (en) A kind of simple section of jurisdiction
CN221074353U (en) Water drain control device
CN204919501U (en) Sluice absorption basin bottom plate reinforced structure
CN103046612A (en) Potential energy water delivery system

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
TA01 Transfer of patent application right

Effective date of registration: 20180713

Address after: 223900 10-8 Tuen ho Road, Qingyang Town, Sihong, Suqian, Jiangsu

Applicant after: SUQIAN FENGCHI SECURITY CO., LTD.

Address before: 215000 1 Kwun Tong Road, Xiangcheng Development Zone, Suzhou, Jiangsu

Applicant before: SUZHOU HUICHENG ZHIZAO INDUSTRIAL DESIGN CO., LTD.

GR01 Patent grant
GR01 Patent grant
TR01 Transfer of patent right
TR01 Transfer of patent right

Effective date of registration: 20201229

Address after: 344000 Huangjia village, Jiudu, Chonggang Town, Fuzhou hi tech Industrial Development Zone, Fuzhou City, Jiangxi Province (inside Huachen food)

Patentee after: Jiangxi Sicheng Consulting Co.,Ltd.

Address before: 223900 10-8 Tuen ho Road, Qingyang Town, Sihong, Suqian, Jiangsu

Patentee before: SUQIAN FENGCHI SECURITY AND PROTECTION Co.,Ltd.