CN106498910A - A kind of force reduction pool bottom construction or strengthening construction automatic drain system - Google Patents
A kind of force reduction pool bottom construction or strengthening construction automatic drain system Download PDFInfo
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- CN106498910A CN106498910A CN201611098851.XA CN201611098851A CN106498910A CN 106498910 A CN106498910 A CN 106498910A CN 201611098851 A CN201611098851 A CN 201611098851A CN 106498910 A CN106498910 A CN 106498910A
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- 238000010276 construction Methods 0.000 title claims abstract description 48
- 238000005728 strengthening Methods 0.000 title claims abstract description 14
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 192
- 239000003651 drinking water Substances 0.000 claims abstract description 29
- 235000020188 drinking water Nutrition 0.000 claims abstract description 29
- 230000006698 induction Effects 0.000 claims abstract description 26
- 229910000831 Steel Inorganic materials 0.000 claims description 17
- 239000010959 steel Substances 0.000 claims description 17
- 238000003780 insertion Methods 0.000 claims description 2
- 230000037431 insertion Effects 0.000 claims description 2
- 239000007787 solid Substances 0.000 claims 1
- 238000011144 upstream manufacturing Methods 0.000 abstract description 5
- 238000012423 maintenance Methods 0.000 abstract description 4
- 238000000034 method Methods 0.000 description 13
- 238000005086 pumping Methods 0.000 description 6
- 230000002787 reinforcement Effects 0.000 description 5
- 230000003014 reinforcing effect Effects 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000000284 extract Substances 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 230000037452 priming Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 230000003247 decreasing effect Effects 0.000 description 1
- 238000009795 derivation Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- JEGUKCSWCFPDGT-UHFFFAOYSA-N h2o hydrate Chemical compound O.O JEGUKCSWCFPDGT-UHFFFAOYSA-N 0.000 description 1
- 230000008595 infiltration Effects 0.000 description 1
- 238000001764 infiltration Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Classifications
-
- 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)
- 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
The application is related to the force reduction pool bottom construction in hydraulic engineering or strengthening construction automatic drain system, including water pump and collector pipe, water pump is provided with PLC panels and water inlet pipe, outlet pipe, water inlet pipe is provided with multiple points of water inlet pipes, water inlet pipe is divided to connect drinking-water pipe respectively, each drinking-water pipe is connected on corresponding collector pipe, and collector pipe is arranged on rises, collector pipe upper oral part is provided with induction apparatuss, and buoyancy aid is raised to be close to induction apparatuss and send unlatching to water pump with water level and drawn water order；Outlet pipe is provided with detector, and detector is detected, and detector sends the signal that switches off the pump.Maintenance to force reduction pool bottom construction or is reinforced using the present invention program, cost can be saved, save the engineering time, and be not required to be vented upstream inpoundment, reduce water resource loss.
Description
Technical field
The application is related to the stiling basin method for maintaining in hydraulic engineering, more 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 for draining flooded fields, stiling basin is designed with, stiling basin is the important composition of sluice
Part, the hidden safety for whether determining to directly influence lock body of its structure, and then threaten the person and wealth of the downstream people
Safety is produced, as stiling basin bears sluicing for a long time, stiling basin basal surface causes pitted skin dew muscle after certain time, in the past this kind
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, and then monoblock stiling basin is torn open
Except rebuilding, however, emptying upstream inpoundment can then cause huge water resource waste, do not discharge water and because stiling basin is produced 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 the water percolating capacity considerable influence construction problem in maintenance by oozing in stiling basin, permeable orderly derivation, is solved, by wound
Dry ground environment is made, then implements ruggedized construction on former base plate, reach the purpose of maintenance and reinforcement；And the construction party using the present invention
Method, then need not be vented upstream inpoundment, it is possible to reduce water resource lose, also need not monoblock stiling basin remove rebuild, to reach saving
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 panels and water inlet pipe, outlet pipe, and described PLC panels are 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, the former base plate rises of lower end insertion, the joint that draws water in collector pipe
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
Steel wire is oriented to, steel wire is oriented to and is put in certain length in the joint that draws water.
Further preferred version, described buoyancy aid are slightly less than the bore that catchments, and buoyancy aid can be in collector pipe by water
Buoyancy moves up and down.
Further, described collector pipe upper oral part is provided with induction apparatuss, and described induction apparatuss are provided with light-operated switch and nothing
Line transmitter module, buoyancy aid are raised with water level and are close to induction apparatuss, and switch is opened wireless transmitter module after detecting signal and sent out to water pump
Go out unlatching to draw water order, water pump is opened and drawn water, the water in collector pipe drawn by water pump by each point of water inlet pipe, each drinking-water pipe, from going out
Water pipe is discharged.
Further, described outlet pipe is provided with detector, and detector is provided with wireless transmitter module, and detector is detected out
In water pipe, water outlet is less than setting value, and 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 to arrange water inlet pipe, outlet pipe and PLC panels, and PLC panels are provided 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 termination of water inlet pipe to be provided with outer
Screw thread or female 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, arranges longitudinal direction at middle part and draws water
Joint, the upper end of joint that draws water are connected with drinking-water pipe, are 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 are fixed in collector pipe, arrange taper plug in grid upper middle position, and taper plug sets up guiding steel
Silk, is oriented to steel wire and 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 steel wire is oriented to, until fall on taper plug, should
Drinking-water pipe is blocked by taper plug, stops water inlet.
4) induction apparatuss are set in collector pipe upper oral part, induction apparatuss are provided with light-operated switch and wireless transmitter module, buoyancy aid liter
Height is close to induction apparatuss, and switch is opened wireless transmitter module and sends unlatching pumping for water pump order, water pump to water pump after detecting signal
Opening 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 water outlet is less than setting value, and 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 arranges periphery on construction ground, and water pump is provided with water inlet pipe, outlet pipe and PLC panels；Cut
The PU pipes of suitable length are taken 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：Seep water on construction ground/emit at water and punch downwards, insert the pvc pipe collector pipe of corresponding size,
Arrange outside collector pipe and fix, be provided with, in collector pipe, the joint that draws water, the upper end of joint that draws water is connected with drinking-water pipe, is drawn water in joint
Portion is fixed on the centre of buoyancy aid, and drawing water, joint lower end arranges grid, and grid is fixed in collector pipe, in grid top interposition
Taper plug is installed, taper plug sets up guiding steel wire, be oriented to steel wire and put in certain length in the joint that draws water, collector pipe
Upper oral part is provided with induction apparatuss；Construction site can arrange multiple collector pipes.
3) in arbitrary collector pipe, buoyancy aid is raised with water level and is close to induction apparatuss, and induction apparatuss send unlatching water pump signal to start to take out
Water, the outlet pipe of water pump are provided with detector, and detector detects water outlet in outlet pipe, and, less than setting value, detector sends closing water
Pump signal 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 has following technique effect after adopting above technical scheme：1st, hydraulic engineering drainage system of the invention,
Simple structure, easy for installation, automatic running in engineering are not required to special messenger guard；2nd, it is not required to be vented upstream inpoundment, reduces water resource and damage
Lose.
Description of the drawings
Fig. 1 is the automatic drain system structural representation of the present invention, and 6 one end of drinking-water pipe that draws that only illustrates in figure connects
Point water inlet pipe 5 is connect, the other end connects the joint 12 that draws water of collector pipe 7；
Fig. 2 is that the plan structure that the automatic drain system of the present invention is applied in the construction of force reduction pool bottom reinforcing engineering is illustrated
Figure, is state before non-casting concrete in figure, it is seen that construction site 8 is provided with bar-mat reinforcement 10, is provided with multiple collection in bar-mat reinforcement 10
Water pipe 7, water pump and drinking-water pipe are connected on collector pipe not shown in figure；
Fig. 3 is the A-A cross-section structure enlarged diagrams of Fig. 2, and in figure, buoyancy aid 14 is raised and is close to 12 state of induction apparatuss；
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 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- point of water inlet pipe, 6- drinking-water pipes, 7- collector pipes,
8- construction sites, 9- sides groove, 10- bar-mat reinforcements, 11- anchor ribs, 12- induction apparatuss, 13- are drawn water joint, 14- buoyancy aids, and 15- is oriented to steel
Silk, 16- taper plugs, 17- grids.
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 panels and water inlet pipe 2, outlet pipe 3, and described PLC panels are provided with and wirelessly connect
Module is received, 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, and 8 rises of construction site, taking out in collector pipe 7 are inserted in lower end
Water swivel 13 is fixed in the middle of buoyancy aid 14, and 13 lower end of joint 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, is oriented to steel wire 15 and puts in certain length in the joint 13 that draws water.
Further preferred version, described buoyancy aid 14 are slightly less than 7 internal diameter of collector pipe, and buoyancy aid 14 can lead in collector pipe 7
Cross buoyancy of water up and down motion.
Further, described 7 upper oral part of collector pipe is provided with induction apparatuss 12, and described induction apparatuss 12 are provided with light-operated switch
And wireless transmitter module, buoyancy aid 14 raises with water level and is close to induction apparatuss 12, and switch opens wireless transmitter module after detecting signal
Unlatching is sent to water pump 1 to draw water order, water pump 1 is opened and drawn water, water pump 1 is drawn by each point of water inlet pipe 5, each drinking-water pipe 6 and catchmented
Water in pipe 7, discharges 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 is detected
Dao outlet pipe 3 in, water outlet is less than setting value, and detector 4 sends 1 signal that switches off the pump.
The present embodiment also discloses the manufacture 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 to arrange water inlet pipe 2, outlet pipe 3 and PLC panels, and PLC panels are provided with nothing
Line receiver 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 termination of point water inlet pipe 5 sets
There are external screw thread or female thread, cover drinking-water pipe 6 or screw on closed nut or screw on point water inlet pipe 5 respectively, 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, arranges longitudinal direction at middle part and takes out
Water swivel 13,13 upper end of joint of drawing water are connected with drinking-water pipe 6, be fixed on the centre of buoyancy aid 14, drawing water in the middle part of the joint 13 that draws water
13 lower end of joint arranges grid 17, and grid 17 is fixed in collector pipe 7, arranges taper plug in 17 upper middle position of grid
16, taper plug 16 sets up guiding steel wire 15, is oriented to steel wire 15 and puts in certain length in the joint 13 that draws water, outside buoyancy aid 14
Footpath is slightly less than 7 internal diameter of collector pipe, 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 steel wire 15 is oriented to, until fall on taper plug 16, the drinking-water pipe 6 on taper plug stifled 16, stopped into
Water.
4) induction apparatuss 12 are set in 7 upper oral part of collector pipe, induction apparatuss 12 are provided with light-operated switch and wireless transmitter module, float
Body 14 is raised and is close to induction apparatuss 12, and switch is opened wireless transmitter module after detecting signal and sends unlatching pumping for water pump to water pump 1
Order, water pump 1 are opened and are 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
Discharge.
5) outlet pipe 3 in water pump 1 arranges detector 4, and detector 4 is provided with wireless transmitter module, and detector 4 is detected out
In water pipe 3, water outlet is less than setting value, and detector 4 sends 1 signal that switches off the pump, and water pump 1 stops pumping.
The present embodiment also discloses the using 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：Water pump 1 arranges 8 periphery on construction ground, and water pump 1 is provided with water inlet pipe 2, outlet pipe 3 and PLC control
Plate；The PU pipes of suitable length are intercepted as drinking-water pipe 6, one end is connected 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：Seep water on construction ground/emit at water and punch downwards, insert the pvc pipe collector pipe of corresponding size
7, arrange outside collector pipe 7 and fix, be provided with, in collector pipe 7, the joint 13 that draws water, 13 upper end of joint of drawing water is connected with drinking-water pipe 6,
Drawing water and the centre of buoyancy aid 14 being fixed in the middle part of joint 13, drawing water, 13 lower end of joint arranges grid 17, and grid 17 is fixed on and catchments
In pipe 7, taper plug 16 is set in 17 upper middle position of grid, taper plug 16 sets up guiding steel wire 15, is oriented to steel
Silk 15 puts in certain length in the joint 13 that draws water, and 7 upper oral part of collector pipe is provided with induction apparatuss 12；Construction site 8 can arrange multiple collection
Water pipe 7.
3) in arbitrary collector pipe 7, buoyancy aid 14 is raised with water level and is close to induction apparatuss 12, and induction apparatuss 12 send unlatching 1 signal of water pump
Start to draw water, the outlet pipe 3 of water pump 1 is provided with detector 4, and detector 4 detects water outlet in outlet pipe 3 and, less than setting value, detects
Device 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, are appointed
One collector pipe, 7 water level is raised, and internal buoyancy aid 14 follows rising to be close to the induction apparatuss 12 on top, and induction apparatuss 12 send opening water pump
1 signal, 7 internal water of collector pipe are extracted, water level decreasing, and buoyancy aid 14 declines taper plug 16 and blocks taking out for 13 lower end of joint of drawing water
Water hole, it is to avoid air inlet herein affects other 7 drainings of collector pipe, until the water in all collector pipes 7 is exhausted, positioned at outlet pipe 3
Detector 4 is detected, 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 all terms used herein, including technology art
Language and scientific terminology, with the application art in those of ordinary skill general understanding identical meaning.Should also
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 with idealizing or excessively formal implication is explaining.
The implication of " inside and outside " described herein is referred to relative to equipment itself, the side inside sensing equipment
To for interior, otherwise it is outer.
It can also pass through between part that the implication of " connection " described herein can be being directly connected between part
Other parts are indirectly connected with.
With the above-mentioned desirable embodiment according to the application as enlightenment, by above-mentioned description, relevant staff is complete
Various change and modification can be carried out entirely in the range of without departing from present techniques thought.This application technical
Scope is not limited to the content in description, 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
PLC panels and water inlet pipe, outlet pipe is provided with, described PLC panels are provided with wireless receiving module, and described water inlet pipe is provided with
Multiple points of water inlet pipes, a point water inlet pipe connect drinking-water pipe respectively, and each drinking-water pipe is connected to drawing 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, the former base plate rises of lower end insertion, collector pipe upper oral part are provided with sensing
Device, described induction apparatuss are provided with light-operated switch and wireless transmitter module, are provided with buoyancy aid and grid in collector pipe, and the joint that draws water is solid
It is scheduled 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 leads
To steel wire, it is oriented to steel wire and 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, it is characterised in that institute
The buoyancy aid that states 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, it is characterised in that institute
The buoyancy aid that states is raised with water level and is close to induction apparatuss, and switch is opened wireless transmitter module after detecting signal and sends unlatching to water pump and takes out
Water order, water pump are opened and are 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.
4. force reduction pool bottom construction according to claim 3 or strengthening construction automatic drain system, it is characterised in that institute
The outlet pipe that states is provided with detector, and detector is provided with wireless transmitter module, and detector detects water outlet in outlet pipe and is less than setting
Value, detector send the signal that switches off the pump.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611098851.XA CN106498910B (en) | 2015-07-07 | 2015-07-07 | A kind of force reduction pool bottom construction or strengthening construction automatic drain system |
Applications Claiming Priority (2)
| 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 |
| CN201611098851.XA CN106498910B (en) | 2015-07-07 | 2015-07-07 | A kind of force reduction pool bottom construction or strengthening construction automatic drain system |
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 |
|---|---|
| CN106498910A true CN106498910A (en) | 2017-03-15 |
| CN106498910B CN106498910B (en) | 2018-05-11 |
Family
ID=54300818
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| 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 (3)
| 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 |
Family Applications After (2)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| 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 |
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| CN (6) | CN106759160B (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
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| 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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2015
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- 2015-07-07 CN CN201611098853.9A patent/CN106759159B/en active Active
- 2015-07-07 CN CN201611098873.6A patent/CN106480894B/en active Active
- 2015-07-07 CN CN201611098851.XA patent/CN106498910B/en active Active
- 2015-07-07 CN CN201611098852.4A patent/CN106759158B/en active Active
- 2015-07-07 CN CN201510393764.6A patent/CN104988936B/en not_active Expired - Fee Related
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| JP2005344397A (en) * | 2004-06-03 | 2005-12-15 | Takahashi Kanri:Kk | Underground water control method for basement construction |
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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 |
| CN106759159B (en) | 2018-11-06 |
| CN106480894A (en) | 2017-03-08 |
| CN106759158A (en) | 2017-05-31 |
| CN106759158B (en) | 2018-08-10 |
| CN104988936B (en) | 2017-01-18 |
| CN104988936A (en) | 2015-10-21 |
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