CN104988936B - Automatic drain system for bottom plate construction or reinforcement construction of stilling pool - Google Patents
Automatic drain system for bottom plate construction or reinforcement construction of stilling pool Download PDFInfo
- Publication number
- CN104988936B CN104988936B CN201510393764.6A CN201510393764A CN104988936B CN 104988936 B CN104988936 B CN 104988936B CN 201510393764 A CN201510393764 A CN 201510393764A CN 104988936 B CN104988936 B CN 104988936B
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- water
- pipe
- collector
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- collector pipe
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Classifications
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B8/00—Details of barrages or weirs ; Energy dissipating devices carried by lock or dry-dock gates
- E02B8/06—Spillways; Devices for dissipation of energy, e.g. for reducing eddies also for lock or dry-dock gates
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D19/00—Keeping dry foundation sites or other areas in the ground
- E02D19/06—Restraining of underground water
- E02D19/10—Restraining of underground water by lowering level of ground water
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/22—Adaptations of pumping plants for lifting sewage
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- 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)
- Paleontology (AREA)
- Mining & Mineral Resources (AREA)
- Environmental & Geological Engineering (AREA)
- Health & Medical Sciences (AREA)
- Public Health (AREA)
- Water Supply & Treatment (AREA)
- Mechanical Engineering (AREA)
- Control Of Positive-Displacement Pumps (AREA)
- Structures Of Non-Positive Displacement Pumps (AREA)
- Farming Of Fish And Shellfish (AREA)
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
Abstract
The application relates to an automatic drain system for bottom plate construction or reinforcement construction of a stilling pool in water conservancy project. The automatic drain system comprises a water pump and collector pipes; the water pump is provided with a PLC (Programmable Logic Controller) control panel, a water inlet pipe and a water outlet pipe, the water inlet pipe is provided with a plurality of branch water inlet pipes, the branch water inlet pipes are connected with water pumping pipes respectively, respective water pumping pipes are connected onto the corresponding collector pipes, the collector pipe are arranged at water seepage positions, the upper opening parts of the collector pipes are provided with sensors, and a floating body rises along with water level to approach to each sensor and send a water pumping starting command to the water pump; the water outlet pipe is provided with a detector, and when detecting that water yielding in the water outlet pipe is stopped or water level is lower than a set value, the detector sends a water pump closing signal. By adopting the solution in the invention for bottom plate construction or reinforcement maintenance of the stilling pool, construction cost is saved, construction time is saved, emptying of upstream stored water is not required and loss of water resource is reduced.
Description
Technical field
The application is related to the stiling basin method for maintaining in hydraulic engineering, particularly to a kind of force reduction pool bottom construction or reinforcing
Construction automatic drain system.
Background technology
In water conservancy projects, for the big-and-middle-sized sluice of water drainage, it is designed with stiling basin, stiling basin is the important composition of sluice
Part, whether the hidden of its structure determines to directly influence the safety of lock body, and then threatens the person and the wealth of the downstream people
Produce safety, because stiling basin bears sluicing for a long time, after certain time, stiling basin basal surface causes pitted skin dew muscle, this kind in the past
The stiling basin patient's condition is keeped in repair, and how using emptying upstream inpoundment, reduces stiling basin infiltration intensity and water percolating capacity, then monoblock stiling basin is torn open
Except rebuilding, however, emptying upstream inpoundment then can cause huge water resource waste, do not discharge water and produce because stiling basin is in low-lying place
Life is seeped water upwards, therefore maintenance and reinforcement difficulty of construction is very big.
Content of the invention
In order to solve the above problems, the present invention provides a kind of force reduction pool bottom construction or strengthening construction Auto-drainage system
System, using by oozing in stiling basin, permeable orderly derivation, solving the water percolating capacity considerable influence construction problem in maintenance, by wound
Make dry ground environment, then implement ruggedized construction on former base plate, reach the purpose of maintenance and reinforcement；And adopt the construction party of the present invention
Method, then need not be vented upstream inpoundment, it is possible to reduce water resource is lost, and also need not remove reconstruction, to reach saving by monoblock stiling basin
The purpose of resource.
The technical solution used in 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, described water
Pump is provided with plc control panel and water inlet pipe, outlet pipe, and described plc control panel is provided with wireless receiving module, and described water inlet pipe sets
There are multiple points of water inlet pipes, a point water inlet pipe connects drinking-water pipe respectively, and each drinking-water pipe is connected on corresponding collector pipe, and described catchments
Pipe is arranged on rises.
Further, described collector pipe is longitudinally disposed, and former base plate rises, the joint that draws water in collector pipe are inserted in lower end
It is fixed in the middle of buoyancy aid, joint lower end of drawing water is provided with grid, in the middle of grid, is provided with taper plug upwards, taper plug is provided with upwards
Guiding steel wire, guiding steel wire puts in certain length in the joint that draws water.
Further preferred version, described buoyancy aid is slightly less than the bore that catchments, and buoyancy aid can pass through water in collector pipe
Buoyancy moves up and down.
Further, described collector pipe upper oral part is provided with inductor, and described inductor is provided with magnet controlled or light-operated
Switch and wireless transmitter module, buoyancy aid raises close to inductor with water level, and switch opens wireless transmitter module after detecting signal
Send unlatching to water pump to draw water order, water pump is opened and drawn water, water pump passes through each point of water inlet pipe, each drinking-water pipe is drawn in collector pipe
Water, discharges from outlet pipe.
Further, described outlet pipe is provided with detector, and detector is provided with wireless transmitter module, and detector detects out
Stop water outlet in water pipe or be less than setting value, detector sends the signal that switches off the pump.
The invention also discloses the manufacture method of a kind of force reduction pool bottom construction or strengthening construction automatic drain system, bag
Include following technique and step:
1) water pump selects self priming pump, water pump setting water inlet pipe, outlet pipe and plc control panel, and plc control panel is provided with and wirelessly connects
Receive module.
2) water inlet pipe: multiple point water inlet pipes are fixedly installed in the water inlet pipe both sides of water pump, divide the termination of water inlet pipe to be provided with outer
Screw thread or internal thread, cover drinking-water pipe or screw on closed nut or screw on point water inlet pipe respectively, and drinking-water pipe connects collector pipe
On the joint that draws water.
3) collector pipe: collector pipe is diameter 10-15cm, the pvc pipeline of height 50-100cm, the setting at middle part is longitudinally drawn water
Joint, the upper end of joint that draws water is connected with drinking-water pipe, is fixed on the centre of buoyancy aid in the middle part of the joint that draws water, in joint lower end setting of drawing water
Grid, grid is fixed in collector pipe, arranges taper plug in grid upper middle position, and taper plug sets up guiding steel
Silk, guiding steel wire puts in certain length in the joint that draws water, and the external diameter of buoyancy aid is slightly less than the bore that catchments, and buoyancy aid can be in collector pipe
Moved up and down by buoyancy of water, buoyancy aid declines, the joint that draws water declines along guiding steel wire, until falling on taper plug, should
Drinking-water pipe is blocked by taper plug, stops water inlet.
4) inductor is set in collector pipe upper oral part, inductor is provided with magnet controlled or light-operated switch and wireless transmission mould
Block, buoyancy aid raises close to inductor, and switch is opened wireless transmitter module after detecting signal and sent unlatching pumping for water pump to water pump
Order, water pump is opened and is drawn water, and the water in collector pipe drawn by water pump by each point of water inlet pipe, each drinking-water pipe, discharges from outlet pipe.
5) outlet pipe in water pump arranges detector, and detector is provided with wireless transmitter module, and detector detects outlet pipe
Interior stopping water outlet or be less than setting value, detector sends the signal that switches off the pump, and water pump stops pumping.
The invention also discloses the using method of a kind of force reduction pool bottom construction or strengthening construction automatic drain system, bag
Include following technique and step:
1) water pump is set: water pump setting periphery on construction ground, water pump is provided with water inlet pipe, outlet pipe and plc control panel；Cut
Take the pu pipe of suitable length as drinking-water pipe, one end is connected with point water inlet pipe on water inlet pipe, taking out in the other end and collector pipe
Water swivel connects.
2) collector pipe is set: punch downwards at the water that seeps water on construction ground/emit, the pvc pipe collector pipe of insertion corresponding size,
Outside collector pipe, setting is fixed, and is provided with, in collector pipe, the joint that draws water, the upper end of joint that draws water is connected with drinking-water pipe, draws water in joint
Portion is fixed on the centre of buoyancy aid, and in the joint lower end setting grid that draws water, grid is fixed in collector pipe, in grid top interposition
Install taper plug, taper plug sets up guiding steel wire, guiding steel wire puts in certain length in the joint that draws water, collector pipe
Upper oral part is provided with inductor；Construction site can arrange multiple collector pipes.
3) in arbitrary collector pipe, buoyancy aid raises close to inductor with water level, and inductor sends unlatching water pump signal to start to take out
Water, the outlet pipe of water pump is provided with detector, and detector detects and stops water outlet in outlet pipe or be less than setting value, and detector sends
The signal that switches off the pump stops pumping.
4) Auto-drainage in constructing, extracts collector pipe or blocks collector pipe after the completion of construction.
Beneficial effects of the present invention
The present invention using the hydraulic engineering drainage system having following technical effect that the 1, present invention after above technical scheme,
Structure is simple, easy for installation, automatic running in engineering, is not required to special messenger guard；2nd, it is not required to be vented upstream inpoundment, reduce water resource and damage
Lose.
Brief description
Fig. 1 is the automatic drain system structural representation of the present invention, and what in figure was only illustrated draws drinking-water pipe 6 one end even
Connect point water inlet pipe 5, the other end connects the joint 12 that draws water of collector pipe 7；
Fig. 2 is the plan structure signal of automatic drain system application in the construction of force reduction pool bottom reinforcing engineering of the present invention
Figure, in figure is provided with multiple collection for state before non-casting concrete it is seen that construction site 8 is provided with bar-mat reinforcement 10 in bar-mat reinforcement 10
Water pipe 7, the not shown water pump of in figure and drinking-water pipe are connected on collector pipe；
Fig. 3 is the a-a cross-section structure enlarged diagram of Fig. 2, and in figure buoyancy aid 14 raises close to inductor 12 state；
Fig. 4 is another state of Fig. 2: buoyancy aid 14 declines, the joint 13 that draws water fall on taper plug 16 stopping water inlet,
Air-suction state；
Fig. 5 is the on-site tridimensional structure of automatic drain system application in the construction of force reduction pool bottom reinforcing engineering of the present invention
Schematic diagram.
In figure, 1- water pump, 2- water inlet pipe, 3- outlet pipe, 4- detector, 5- divides water inlet pipe, 6- drinking-water pipe, 7- collector pipe,
8- construction site, 9- side groove, 10- bar-mat reinforcement, 11- anchor rib, 12- inductor, 13- draws water joint, 14- buoyancy aid, and 15- guides steel
Silk, 16- taper plug, 17- grid.
Specific embodiment
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, described water pump 1 is provided with plc control panel and water inlet pipe 2, outlet pipe 3, and described plc control panel is provided with and wirelessly connects
Receive module, described water inlet pipe 2 is provided with multiple points of water inlet pipes 5, a point water inlet pipe 5 connects drinking-water pipe 6 respectively, and each drinking-water pipe 6 connects
On corresponding collector pipe 7, described collector pipe 7 is arranged on rises.
Further, described collector pipe 7 is longitudinally disposed, lower end insertion construction site 8 rises, taking out in collector pipe 7
Water swivel 13 is fixed in the middle of buoyancy aid 14, and joint 13 lower end of drawing water is provided with grid 17, is provided with taper plug in the middle of grid 17 upwards
16, taper plug 16 is provided with guiding steel wire 15 upwards, and guiding steel wire 15 puts in certain length in the joint 13 that draws water.
Further preferred version, described buoyancy aid 14 is slightly less than collector pipe 7 internal diameter, and buoyancy aid 14 can lead in collector pipe 7
Cross buoyancy of water to move up and down.
Further, described collector pipe 7 upper oral part is provided with inductor 12, and described inductor 12 is provided with magnet controlled or light
Control formula switch and wireless transmitter module, buoyancy aid 14 raises close to inductor 12 with water level, and switch is opened wireless after detecting signal
Transmitter module sends unlatching to water pump 1 and draws water order, and water pump 1 is opened and drawn water, and water pump 1 passes through each point of water inlet pipe 5, each drinking-water pipe 6
Draw the water in collector pipe 7, discharge from outlet pipe.
Further, described outlet pipe 3 is provided with detector 4, and detector 4 is provided with wireless transmitter module, and detector 4 detects
Stop water outlet or be less than setting value in outlet pipe 3, detector 4 sends 1 signal that switches off the pump.
The present embodiment also discloses a kind of force reduction pool bottom construction or the manufacture method of strengthening construction automatic drain system,
Including following technique and step:
1) water pump selects self priming pump, water pump 1 setting water inlet pipe 2, outlet pipe 3 and plc control panel, and plc control panel is provided with no
Line receiver module.
2) water inlet pipe: multiple point water inlet pipes 5 are fixedly installed in water inlet pipe 2 both sides of water pump 1, the termination of point water inlet pipe 5 sets
There are external screw thread or internal thread, drinking-water pipe 6 or screw on closed nut or screw are covered respectively on point water inlet pipe 5, drinking-water pipe 6 connects
The joint 13 that draws water on collector pipe 7.
3) collector pipe: collector pipe 7 is diameter 10-15cm, the pvc pipeline of height 50-100cm, the setting at middle part is longitudinally taken out
Water swivel 13, joint 13 upper end of drawing water is connected with drinking-water pipe 6, is fixed on the centre of buoyancy aid 14, is drawing water in the middle part of the joint 13 that draws water
Joint 13 lower end arranges grid 17, and grid 17 is fixed in collector pipe 7, arranges taper plug in grid 17 upper middle position
16, taper plug 16 sets up guiding steel wire 15, and guiding steel wire 15 puts in certain length in the joint 13 that draws water, outside buoyancy aid 14
Footpath is slightly less than collector pipe 7 internal diameter, and buoyancy aid 14 can be moved up and down by buoyancy of water in collector pipe 7, and buoyancy aid 14 declines, and draws water and connects
13 decline along guiding steel wire 15, until falling on taper plug 16, this drinking-water pipe 6 is blocked up on 16 by taper plug, stopped into
Water.
4) inductor 12 is set in collector pipe 7 upper oral part, inductor 12 is provided with magnet controlled or light-operated switch and wireless
Penetrate module, buoyancy aid 14 raises close to inductor 12, and switch is opened wireless transmitter module after detecting signal and sent unlatching to water pump 1
Pumping for water pump order, water pump 1 is opened and is drawn water, and the water in collector pipe 7 drawn by water pump 1 by each point of water inlet pipe 5, each drinking-water pipe 6, from
Outlet pipe 3 is discharged.
5) outlet pipe 3 in water pump 1 arranges detector 4, and detector 4 is provided 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 1 signal that switches off the pump, and water pump 1 stops pumping.
The present embodiment also discloses a kind of force reduction pool bottom construction or the using method of strengthening construction automatic drain system,
Including following technique and step:
1) water pump is set: water pump 1 arranges 8 periphery on construction ground, water pump 1 is provided with water inlet pipe 2, outlet pipe 3 and plc and controls
Plate；As drinking-water pipe 6, one end is connected the pu pipe intercepting suitable length with the water inlet pipe 5 that divides on water inlet pipe 2, the other end with catchment
The joint 13 that draws water in pipe 7 connects.
2) collector pipe 7 is set: punch downwards at the water that seeps water on construction ground/emit, the pvc pipe collector pipe of insertion corresponding size
7, setting outside collector pipe 7 is fixed, and is provided with, in collector pipe 7, the joint 13 that draws water, joint 13 upper end of drawing water is connected with drinking-water pipe 6,
Draw water and be fixed on the centre of buoyancy aid 14 in the middle part of joint 13, in the joint 13 lower end setting grid 17 that draws water, grid 17 is fixed on and catchments
In pipe 7, taper plug 16 is set in grid 17 upper middle position, taper plug 16 sets up guiding steel wire 15, guides steel
Silk 15 puts in certain length in the joint 13 that draws water, and collector pipe 7 upper oral part is provided with inductor 12；Construction site 8 can arrange multiple collection
Water pipe 7.
3) in arbitrary collector pipe 7, buoyancy aid 14 raises close to inductor 12 with water level, and inductor 12 sends unlatching water pump 1 signal
Start to draw water, the outlet pipe 3 of water pump 1 is provided with detector 4, detector 4 detects and stops water outlet in outlet pipe 3 or less than setting
Value, detector 4 sends 1 signal that switches off the pump and stops pumping.
4) Auto-drainage in constructing, extracts collector pipe 7 or blocks collector pipe 7 after the completion of construction.
This drainage system operation principle: multiple collector pipes 7 are connected with 1 point of water inlet pipe 5 of water pump respectively by drinking-water pipe 6, appoints
One collector pipe 7 water level raises, and internal buoyancy aid 14 follows the inductor 12 raising close to top, and inductor 12 sends opens water pump
1 signal, collector pipe 7 internal water is drawn out of, water level decreasing, and buoyancy aid 14 declines taper plug 16 and blocks taking out of joint 13 lower end of drawing water
Water hole, it is to avoid air inlet herein affects other collector pipe 7 drainings, until the water in all collector pipes 7 exhausts, positioned at outlet pipe 3
Detector 4 detects and stops water outlet in outlet pipe 3 or be less than setting value, and detector 4 sends 1 signal that switches off the pump, therefore in work
Auto-drainage is can achieve in journey.
Those skilled in the art of the present technique are appreciated that unless otherwise defined, and all terms used herein, including technology art
Language and scientific terminology, have the general understanding identical meaning with the those of ordinary skill in the application art.Also should
It is understood by, those terms defined in such as general dictionary should be understood that the meaning having with the context of prior art
The consistent meaning of justice, and unless defined as here, will not be explained with idealization or excessively formal implication.
The implication of " inside and outside " described herein refers to respect to equipment itself, the side within sensing equipment
To for interior, otherwise it is outer.
The implication of " connection " described herein can be being directly connected between part can also be to pass through between part
Being indirectly connected with of other parts.
With the above-mentioned desirable embodiment according to the application for enlightenment, by above-mentioned description, relevant staff is complete
Entirely various change and modification can be carried out in the range of without departing from present techniques thought.This application technical
The content that scope is not limited on specification it is necessary to determine its technical scope according to right.
Claims (4)
1. a kind of force reduction pool bottom construction or strengthening construction automatic drain system, including water pump and collector pipe, described water pump
It is provided with plc control panel and water inlet pipe, outlet pipe, described plc control panel is provided with wireless receiving module, and described water inlet pipe is provided with
Multiple points of water inlet pipes, a point water inlet pipe connects drinking-water pipe respectively, and each drinking-water pipe is connected to and draws water on joint in corresponding collector pipe,
Described collector pipe is arranged on rises；
It is characterized in that described collector pipe is longitudinally disposed, former base plate rises is inserted in lower end, is provided with buoyancy aid and net in collector pipe
Lattice, the joint that draws water is fixed in the middle of buoyancy aid, and joint lower end of drawing water is provided with grid, is provided with taper plug, taper in the middle of grid upwards
Plug is provided with guiding steel wire upwards, and guiding steel wire puts in certain length in the joint that draws water.
2. force reduction pool bottom construction according to claim 1 or strengthening construction automatic drain system are it is characterised in that institute
The buoyancy aid stated is slightly less than the bore that catchments, and buoyancy aid can be moved up and down by buoyancy of water in collector pipe.
3. force reduction pool bottom construction according to claim 1 or strengthening construction automatic drain system are it is characterised in that institute
The collector pipe upper oral part stated is provided with inductor, and described inductor is provided with magnet controlled switch and wireless transmitter module, and buoyancy aid is with water
Position raises close to inductor, and switch is opened wireless transmitter module and sent unlatching to water pump and draws water order after detecting signal, water pump
Open and draw water, the water in collector pipe drawn by water pump by each point of water inlet pipe, each drinking-water pipe, discharges from outlet pipe.
4. force reduction pool bottom construction according to claim 3 or strengthening construction automatic drain system are it is characterised in that institute
The outlet pipe stated is provided with detector, and detector is provided with wireless transmitter module, and detector detects in outlet pipe and stops water outlet, detects
Device sends the signal that switches off the pump.
Priority Applications (6)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611098853.9A 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 |
| 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 |
| CN201611098851.XA CN106498910B (en) | 2015-07-07 | 2015-07-07 | A kind of force reduction pool bottom construction or strengthening construction automatic drain system |
| CN201611098871.7A CN106759160B (en) | 2015-07-07 | 2015-07-07 | Force reduction pool bottom construction or the application method of 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 |
| CN201611098873.6A CN106480894B (en) | 2015-07-07 | 2015-07-07 | The manufacturing method of force reduction pool bottom construction or strengthening construction automatic drain system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510393764.6A CN104988936B (en) | 2015-07-07 | 2015-07-07 | Automatic drain system for bottom plate construction or reinforcement construction of stilling pool |
Related Child Applications (5)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201611098871.7A Division CN106759160B (en) | 2015-07-07 | 2015-07-07 | Force reduction pool bottom construction or the application method of strengthening construction automatic drain system |
| CN201611098852.4A Division 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 |
| CN201611098873.6A Division 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 Division CN106498910B (en) | 2015-07-07 | 2015-07-07 | A kind of force reduction pool bottom construction or strengthening construction automatic drain system |
| CN201611098853.9A Division 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 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104988936A CN104988936A (en) | 2015-10-21 |
| CN104988936B true CN104988936B (en) | 2017-01-18 |
Family
ID=54300818
Family Applications (6)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| 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 |
| 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 |
| 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 |
| 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 |
| 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 |
| 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 |
Family Applications Before (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| 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 (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 |
| 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 |
| 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 |
| 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 |
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| Country | Link |
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| CN (6) | CN106498910B (en) |
Families Citing this family (1)
| 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 |
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| CN102535488A (en) * | 2012-03-13 | 2012-07-04 | 广东中城建设集团有限公司 | Waterproof construction method and system for bottom plate of high-water-level basement |
| CN104929085A (en) * | 2015-07-07 | 2015-09-23 | 苏州汇诚智造工业设计有限公司 | Automatic drainage system for construction of water conservancy project and manufacturing and using method thereof |
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|---|---|---|---|---|
| JP3870399B2 (en) * | 2004-06-03 | 2007-01-17 | 株式会社 ▲高▼▲橋▼監理 | Groundwater 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 |
| 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 |
| CN103382722B (en) * | 2013-07-15 | 2015-05-13 | 十一冶建设集团有限责任公司 | 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 |
| 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 |
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2015
- 2015-07-07 CN CN201611098851.XA patent/CN106498910B/en active Active
- 2015-07-07 CN CN201510393764.6A patent/CN104988936B/en not_active Expired - Fee Related
- 2015-07-07 CN CN201611098871.7A patent/CN106759160B/en not_active Expired - Fee Related
- 2015-07-07 CN CN201611098852.4A patent/CN106759158B/en active Active
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Patent Citations (5)
| 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 |
| 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 |
| CN102535488A (en) * | 2012-03-13 | 2012-07-04 | 广东中城建设集团有限公司 | Waterproof construction method and system for bottom plate of high-water-level basement |
| CN104929085A (en) * | 2015-07-07 | 2015-09-23 | 苏州汇诚智造工业设计有限公司 | Automatic drainage system for construction of water conservancy project and manufacturing and using method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106759158A (en) | 2017-05-31 |
| CN106480894B (en) | 2018-11-06 |
| CN106480894A (en) | 2017-03-08 |
| CN106759160B (en) | 2018-06-08 |
| CN106759158B (en) | 2018-08-10 |
| CN106498910B (en) | 2018-05-11 |
| CN104988936A (en) | 2015-10-21 |
| CN106759160A (en) | 2017-05-31 |
| CN106759159B (en) | 2018-11-06 |
| CN106498910A (en) | 2017-03-15 |
| CN106759159A (en) | 2017-05-31 |
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Inventor after: Guo Guangjun Inventor after: Li Qipeng Inventor after: Zheng Yuelin Inventor after: Zhang Guifu Inventor after: Mao Huijian Inventor after: Feng Yongmei Inventor after: Zhou Li Inventor after: Tian Guohua Inventor after: Ji Fang Inventor after: Qin Zhenjie Inventor before: Zhang Chaoli Inventor before: Zhang Chaofeng |
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Effective date of registration: 20161223 Address after: 250000 Shandong City, Ji'nan province Lixia District, Heping Road, No. 7, building 3, unit 201, No. 80 Applicant after: Guo Guangjun Applicant after: Zheng Yuelin Address before: Kwun Tong Road Xiangcheng Development Zone in Suzhou City, Jiangsu province 215000 No. 1 Applicant before: SUZHOU HUICHENG ZHIZAO INDUSTRIAL DESIGN CO., LTD. |
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