CN110453766A - A kind of water guiding system making up the water supply neutral gear phase - Google Patents
A kind of water guiding system making up the water supply neutral gear phase Download PDFInfo
- Publication number
- CN110453766A CN110453766A CN201910783764.5A CN201910783764A CN110453766A CN 110453766 A CN110453766 A CN 110453766A CN 201910783764 A CN201910783764 A CN 201910783764A CN 110453766 A CN110453766 A CN 110453766A
- Authority
- CN
- China
- Prior art keywords
- construction
- hole
- water
- water supply
- neutral gear
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/20—Securing of slopes or inclines
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03B—INSTALLATIONS OR METHODS FOR OBTAINING, COLLECTING, OR DISTRIBUTING WATER
- E03B7/00—Water main or service pipe systems
- E03B7/02—Public or like main pipe systems
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
Abstract
The present invention relates to falling zone Treatment process fields, and disclose a kind of water guiding system for making up the water supply neutral gear phase, include the following steps, early-stage preparations, it is familiar with, examine construction drawing and related design data, firsthand information is investigated and analysed, work out working drawing budget and construction budget, work out Design of Construction Organization, the leading organ of construction project to be built project is established simultaneously, determine construction teams and groups, finally according to Design of Construction Organization, it is required according to construction schedule, by title material, specification, mechanical implement, reserve norm, the norm quota of consumption is summarized, compile material, utensil requirement plan, for material stock, warehouse determines, stack required area and tissue ready for shipment in place.This makes up the water guiding system of water supply neutral gear phase, so that still can persistently be supplied water to plant by water supply network, when in the neutral gear phase that nature supplies water so that plant can continue to the case where maintaining growth, being not in water shortage.
Description
Technical field
The present invention relates to falling zone Treatment process field, specially a kind of water guiding system for making up the water supply neutral gear phase.
Background technique
River channel below dams are also known as eat and flow zone or fluctuation area, are reservoir seasonality fluctuation in stage and periphery is made to be submerged soil week
Phase property exposure in the region of the water surface, before falling zone is formed, the vegetation for being grown in reservoir area two sides is one of natural ecology screen
Barrier plays certain interception and filtering function to the pollution especially agricultural non-point source pollution from library bank, what rainwash carried
Quite a few is planted digestion and absorption for nitrogen, phosphorus etc., prevents from entering reservoir area water body.
Because the water level of falling zone, in periodically variation, the natural water supply of the plant on falling zone also will appear
The neutral gear phase in order to during making up this neutral gear, while ensureing that plant sustains life in water shortage, need to manually arrange water supply pipe
Moisturizing is carried out in water shortage to plant, so propose a kind of water guiding system for making up the water supply neutral gear phase.
Summary of the invention
(1) the technical issues of solving
In view of the deficiencies of the prior art, the present invention provides a kind of water guiding system for making up the water supply neutral gear phase, has confession
The advantages that water effect is good solves because the water level of falling zone is in periodically variation, plant on falling zone from
So supplying water also will appear the neutral gear phase, in order to during making up this neutral gear, while ensure that plant sustains life in water shortage, need artificial
Arrangement water supply pipe comes to plant the problem of water shortage carries out moisturizing.
(2) technical solution
To realize the good purpose of above-mentioned water supply effect, the invention provides the following technical scheme: one kind makes up the water supply neutral gear phase
Water guiding system, comprising the following steps:
1) early-stage preparations: it is familiar with, examines that construction drawing and related design data, firsthand information are investigated and analysed, compile
Working drawing budget processed and construction budget work out Design of Construction Organization, while establishing the leading organ of construction project to be built project, and determination is applied
Work team's group requires finally according to Design of Construction Organization according to construction schedule, by title material, specification, mechanical implement, storage
Standby quota, the norm quota of consumption are summarized, and material, utensil requirement plan are compiled, and are material stock, warehouse determination, place heap
Put required area and tissue ready for shipment;
2) construction part is cleared up: being cleared up the sundries of job location, is guaranteed personnel safety when cleaning;
3) laying and construction of shuting: laying shuting, and shuting is divide into upper part and lower part, and centre is with without husky concrete
Cover board separates, and strictly constructs by excavation position, trend and the depth of design document and design drawing, presses setting-out using pneumatic pick
Position and projected depth are slotted, and later period water system preformed hole uses hydraulic drill rig pore-creating;
4) slope retaining: progress anchor pole and the construction of dowel beam, when anchor bolt construction first opens up scupper, is then answered in advance
Rock anchor basket is arranged in power anchor bolt construction, specific position incessantly attached for abrupt slope and eco-concrete, finally carries out pneumatically placed concrete and applies
Work;
5) drainage hole is constructed: being carried out hole location setting-out using total station and theodolite, hole type is marked with red paint, on side
Slope carries out drainage hole construction, and five meters of shallow drainage holes use the guide tracked drill hole of drilling machine of YG40 type, and ten meters of deep drainage holes use YQ100B
The drilling of type hidden hole drilling, after the completion of drilling, mounting hole interior protection pipe and orifice protecting device bury drainpipe;
6) water supply network is arranged: the arrangement of water supply network presses longitudinal pitch 1 point 5 meter two, laterally encrypts one side
Formula assumes diamond in shape arrangement, and when prefabricated pipeline is laid with, longitudinal pipe connects shuting, at the same as far as possible connection anchor bolt construction when the row that beats
The seepage point in water hole and slope surface.
Preferably, for the shuting slot position deviation less than 100 millimeters, groove depth deviation is not more than 50 millimeters.
Preferably, the deviation of the drainage hole plan-position is not more than ten centimetres, and the bank error of drainage hole is not more than
1 percent, drainage hole hole depth error is not more than or less than 2 the percent of hole depth.
(3) beneficial effect
Compared with prior art, the present invention provides a kind of water guiding system for making up the water supply neutral gear phase, having following has
Beneficial effect:
1, the water guiding system for making up the water supply neutral gear phase passes through a kind of water guiding system for making up the water supply neutral gear phase, packet
Following steps are included, early-stage preparations are familiar with, examine that construction drawing and related design data, firsthand information are investigated and analysed, compile
Working drawing budget processed and construction budget work out Design of Construction Organization, while establishing the leading organ of construction project to be built project, and determination is applied
Work team's group requires finally according to Design of Construction Organization according to construction schedule, by title material, specification, mechanical implement, storage
Standby quota, the norm quota of consumption are summarized, and material, utensil requirement plan are compiled, and are material stock, warehouse determination, place heap
Required area and tissue ready for shipment are put, construction part cleaning is then carried out, the sundries of job location is cleared up,
Guarantee personnel safety when cleaning, then carry out the laying and construction of shuting, lay shuting, shuting is divided into two up and down
Point, centre is separated with without husky concrete cover, stringent to carry out by the excavation position of design document and design drawing, trend and depth
Construction, is slotted using pneumatic pick by setting-out position and projected depth, and later period water system preformed hole uses hydraulic drill rig pore-creating,
The effect of the sundries such as falling rocks, the silt outside isolation is opened on the top of shuting, and lower part is then used to store secondary water, when in water shortage
When, the water in shuting is supplied the plant in slope surface, is guaranteed the required water of plant life, help to plant by aqueduct
The growth of object.
2, the water guiding system for making up the water supply neutral gear phase, by slope retaining, progress anchor pole and dowel beam first is constructed,
Scupper is opened up when anchor bolt construction, then carry out prestressed anchor construction, it is attached for abrupt slope and eco-concrete incessantly it is special
Rock anchor basket is arranged in position, finally carries out shotcrete construction, then carries out drainage hole construction, is carried out using total station and theodolite
Hole location setting-out marks hole type with red paint, carries out drainage hole construction in side slope, five meters of shallow drainage holes use YG40 type guide rail
Churn drilling, ten meters of deep drainage holes are drilled using YQ100B type hidden hole drilling, after the completion of drilling, mounting hole interior protection pipe and aperture
Protective device buries drainpipe, and water supply network is then arranged, and the arrangement of water supply network presses longitudinal pitch 1 point 5 meter two, cross
It assumes diamond in shape arrangement to one mode of encryption, when prefabricated pipeline is laid with, longitudinal pipe connects shuting, while connection anchor as far as possible
The seepage point of the scupper beaten and slope surface can be held when so that being in the nature water supply neutral gear phase by water supply network when bar is constructed
Continue and supply water to plant, so that plant can continue to maintain growth.
Specific embodiment
Below in conjunction with the embodiment of the present invention, technical solution in the embodiment of the present invention is clearly and completely retouched
It states, it is clear that described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.Based on the present invention
In embodiment, every other implementation obtained by those of ordinary skill in the art without making creative efforts
Example, shall fall within the protection scope of the present invention.
A kind of embodiment one: water guiding system making up the water supply neutral gear phase, comprising the following steps:
1) early-stage preparations: it is familiar with, examines that construction drawing and related design data, firsthand information are investigated and analysed, compile
Working drawing budget processed and construction budget work out Design of Construction Organization, while establishing the leading organ of construction project to be built project, and determination is applied
Work team's group requires finally according to Design of Construction Organization according to construction schedule, by title material, specification, mechanical implement, storage
Standby quota, the norm quota of consumption are summarized, and material, utensil requirement plan are compiled, and are material stock, warehouse determination, place heap
Put required area and tissue ready for shipment;
2) construction part is cleared up: being cleared up the sundries of job location, is guaranteed personnel safety when cleaning;
3) laying and construction of shuting: laying shuting, and shuting is divide into upper part and lower part, and centre is with without husky concrete
Cover board separates, and strictly constructs by excavation position, trend and the depth of design document and design drawing, presses setting-out using pneumatic pick
Position and projected depth are slotted, and later period water system preformed hole uses hydraulic drill rig pore-creating;
4) slope retaining: progress anchor pole and the construction of dowel beam, when anchor bolt construction first opens up scupper, is then answered in advance
Rock anchor basket is arranged in power anchor bolt construction, specific position incessantly attached for abrupt slope and eco-concrete, finally carries out pneumatically placed concrete and applies
Work;
5) drainage hole is constructed: being carried out hole location setting-out using total station and theodolite, hole type is marked with red paint, on side
Slope carries out drainage hole construction, and five meters of shallow drainage holes use the guide tracked drill hole of drilling machine of YG40 type, and ten meters of deep drainage holes use YQ100B
The drilling of type hidden hole drilling, after the completion of drilling, mounting hole interior protection pipe and orifice protecting device bury drainpipe;
6) water supply network is arranged: the arrangement of water supply network presses longitudinal pitch 1 point 5 meter two, laterally encrypts one side
Formula assumes diamond in shape arrangement, and when prefabricated pipeline is laid with, longitudinal pipe connects shuting, at the same as far as possible connection anchor bolt construction when the row that beats
The seepage point in water hole and slope surface.
For shuting slot position deviation less than 100 millimeters, groove depth deviation is not more than 50 millimeters.
The deviation of drainage hole plan-position is not more than ten centimetres, and the bank error of drainage hole is not more than 1 percent, row
Water hole hole depth error is not more than or less than 2 the percent of hole depth.
A kind of embodiment two: water guiding system making up the water supply neutral gear phase, comprising the following steps:
1) early-stage preparations: it is familiar with, examines that construction drawing and related design data, firsthand information are investigated and analysed, compile
Working drawing budget processed and construction budget work out Design of Construction Organization, while establishing the leading organ of construction project to be built project, and determination is applied
Work team's group requires finally according to Design of Construction Organization according to construction schedule, by title material, specification, mechanical implement, storage
Standby quota, the norm quota of consumption are summarized, and material, utensil requirement plan are compiled, and are material stock, warehouse determination, place heap
Put required area and tissue ready for shipment;
2) construction part is cleared up: being cleared up the sundries of job location, is guaranteed personnel safety when cleaning;
3) laying and construction of shuting: laying shuting, and shuting is divide into upper part and lower part, and centre is with without husky concrete
Cover board separates, and strictly constructs by excavation position, trend and the depth of design document and design drawing, presses setting-out using pneumatic pick
Position and projected depth are slotted, and later period water system preformed hole uses hydraulic drill rig pore-creating;
4) slope retaining: progress anchor pole and the construction of dowel beam, when anchor bolt construction first opens up scupper, is then answered in advance
Rock anchor basket is arranged in power anchor bolt construction, specific position incessantly attached for abrupt slope and eco-concrete, finally carries out pneumatically placed concrete and applies
Work;
5) drainage hole is constructed: being carried out hole location setting-out using total station and theodolite, hole type is marked with red paint, on side
Slope carries out drainage hole construction, and five meters of shallow drainage holes use the guide tracked drill hole of drilling machine of YG40 type, and ten meters of deep drainage holes use YQ100B
The drilling of type hidden hole drilling, after the completion of drilling, mounting hole interior protection pipe and orifice protecting device bury drainpipe;
6) water supply network is arranged: the arrangement of water supply network presses longitudinal pitch 1 point 5 meter two, laterally encrypts one side
Formula assumes diamond in shape arrangement, and when prefabricated pipeline is laid with, longitudinal pipe connects shuting, at the same as far as possible connection anchor bolt construction when the row that beats
The seepage point in water hole and slope surface.
For shuting slot position deviation less than 50 millimeters, groove depth deviation is not more than 50 millimeters.
The deviation of drainage hole plan-position is not more than ten centimetres, and the bank error of drainage hole is not more than 1 percent, row
Water hole hole depth error is not more than or less than 2 the percent of hole depth.
A kind of embodiment three: water guiding system making up the water supply neutral gear phase, comprising the following steps:
1) early-stage preparations: it is familiar with, examines that construction drawing and related design data, firsthand information are investigated and analysed, compile
Working drawing budget processed and construction budget work out Design of Construction Organization, while establishing the leading organ of construction project to be built project, and determination is applied
Work team's group requires finally according to Design of Construction Organization according to construction schedule, by title material, specification, mechanical implement, storage
Standby quota, the norm quota of consumption are summarized, and material, utensil requirement plan are compiled, and are material stock, warehouse determination, place heap
Put required area and tissue ready for shipment;
2) construction part is cleared up: being cleared up the sundries of job location, is guaranteed personnel safety when cleaning;
3) laying and construction of shuting: laying shuting, and shuting is divide into upper part and lower part, and centre is with without husky concrete
Cover board separates, and strictly constructs by excavation position, trend and the depth of design document and design drawing, presses setting-out using pneumatic pick
Position and projected depth are slotted, and later period water system preformed hole uses hydraulic drill rig pore-creating;
4) slope retaining: progress anchor pole and the construction of dowel beam, when anchor bolt construction first opens up scupper, is then answered in advance
Rock anchor basket is arranged in power anchor bolt construction, specific position incessantly attached for abrupt slope and eco-concrete, finally carries out pneumatically placed concrete and applies
Work;
5) drainage hole is constructed: being carried out hole location setting-out using total station and theodolite, hole type is marked with red paint, on side
Slope carries out drainage hole construction, and five meters of shallow drainage holes use the guide tracked drill hole of drilling machine of YG40 type, and ten meters of deep drainage holes use YQ100B
The drilling of type hidden hole drilling, after the completion of drilling, mounting hole interior protection pipe and orifice protecting device bury drainpipe;
6) water supply network is arranged: the arrangement of water supply network presses longitudinal pitch 1 point 5 meter two, laterally encrypts one side
Formula assumes diamond in shape arrangement, and when prefabricated pipeline is laid with, longitudinal pipe connects shuting, at the same as far as possible connection anchor bolt construction when the row that beats
The seepage point in water hole and slope surface.
For shuting slot position deviation less than 100 millimeters, groove depth deviation is not more than 50 millimeters.
The deviation of drainage hole plan-position is not more than 15 centimetres, and the bank error of drainage hole is not more than 1 percent,
Drainage hole hole depth error is not more than or less than 2 the percent of hole depth.
The beneficial effects of the present invention are: this makes up the water guiding system of water supply neutral gear phase, water supply neutral gear is made up by one kind
The water guiding system of phase, includes the following steps, early-stage preparations, is familiar with, examines construction drawing and related design data, original money
Material is investigated and analysed, and working drawing budget and construction budget are worked out, and works out Design of Construction Organization, while establishing construction project to be built project
Leading organ, determine construction teams and groups required finally according to Design of Construction Organization according to construction schedule, by title material,
Specification, mechanical implement, reserve norm, the norm quota of consumption are summarized, and material, utensil requirement plan are compiled, be material stock,
Area and tissue ready for shipment needed for warehouse is determining, place is stacked, then carry out construction part cleaning, to job location
Sundries cleared up, guarantee cleaning when personnel safety, then carry out shuting laying and construction, lay shuting, cut
Sink is divide into upper part and lower part, and centre is separated with without husky concrete cover, the stringent excavation position by design document and design drawing
It sets, move towards and depth is constructed, slotted using pneumatic pick by setting-out position and projected depth, later period water system preformed hole
Using hydraulic drill rig pore-creating, the effect of the sundries such as falling rocks, the silt outside isolation is opened on the top of shuting, and lower part is then used to store up
Secondary water is deposited, in water shortage, the water in shuting supplies the plant in slope surface, guarantee plant life by aqueduct
Required water facilitates the growth of plant, and by slope retaining, progress anchor pole and the construction of dowel beam first, when anchor bolt construction are opened
If scupper, prestressed anchor construction is then carried out, rock anchor is arranged in specific position incessantly attached for abrupt slope and eco-concrete
Basket finally carries out shotcrete construction, then carries out drainage hole construction, carries out hole location setting-out using total station and theodolite, uses
Red paint marks hole type, carries out drainage hole construction in side slope, and five meters of shallow drainage holes use the guide tracked drill hole of drilling machine of YG40 type,
Ten meters of deep drainage holes are drilled using YQ100B type hidden hole drilling, and after the completion of drilling, mounting hole interior protection pipe and orifice protecting device are buried
If drainpipe, then water supply network is set, the arrangement of water supply network presses longitudinal pitch 1 point 5 meter two, laterally encrypts one
Mode assumes diamond in shape arrangement, when prefabricated pipeline is laid with, longitudinal pipe connects shuting, at the same as far as possible connection anchor bolt construction when beat
The seepage point of scupper and slope surface when so that being in the nature water supply neutral gear phase, can be carried out persistently to plant by water supply network
It supplies water, so that plant can continue to maintain growth, solves because the water level of falling zone is fallen in periodically variation disappearing
The natural water supply of the plant taken also will appear the neutral gear phase, in order to during making up this neutral gear, while ensure plant in water shortage
It sustains life, need to manually arrange that water supply pipe comes to plant the problem of water shortage carries out moisturizing.
It although an embodiment of the present invention has been shown and described, for the ordinary skill in the art, can be with
A variety of variations, modification, replacement can be carried out to these embodiments without departing from the principles and spirit of the present invention by understanding
And modification, the scope of the present invention is defined by the appended.
Claims (3)
1. a kind of water guiding system for making up the water supply neutral gear phase, which comprises the following steps:
1) early-stage preparations: it is familiar with, examines that construction drawing and related design data, firsthand information are investigated and analysed, establishment is applied
The budget of work figure and construction budget work out Design of Construction Organization, while establishing the leading organ of construction project to be built project, determine construction class
Group requires finally according to Design of Construction Organization according to construction schedule, fixed by title material, specification, mechanical implement, deposit
Volume, the norm quota of consumption are summarized, and material, utensil requirement plan are compiled, and stack institute for material stock, warehouse determination, place
The area and tissue ready for shipment needed;
2) construction part is cleared up: being cleared up the sundries of job location, is guaranteed personnel safety when cleaning;
3) laying and construction of shuting: laying shuting, and shuting is divide into upper part and lower part, and centre is with without husky concrete cover
It separates, strictly constructs by excavation position, trend and the depth of design document and design drawing, setting-out position is pressed using pneumatic pick
It slots with projected depth, later period water system preformed hole uses hydraulic drill rig pore-creating;
4) slope retaining: progress anchor pole and the construction of dowel beam, when anchor bolt construction first opens up scupper, then carries out prestressed anchor
Bar construction, specific position incessantly attached for abrupt slope and eco-concrete are arranged rock anchor basket, finally carry out shotcrete construction;
5) drainage hole is constructed: hole location setting-out is carried out using total station and theodolite, marks hole type with red paint, side slope into
The construction of row drainage hole, five meters of shallow drainage holes use the guide tracked drill hole of drilling machine of YG40 type, and ten meters of deep drainage holes are latent using YQ100B type
Hole drill drilling, after the completion of drilling, mounting hole interior protection pipe and orifice protecting device bury drainpipe;
6) water supply network is arranged: the arrangement of water supply network presses longitudinal pitch 1 point 5 meter two, and laterally the mode of encryption one is in
Diamond shape arrangement, when prefabricated pipeline is laid with, longitudinal pipe connects shuting, at the same as far as possible connection anchor bolt construction when the scupper beaten
With the seepage point of slope surface.
2. a kind of water guiding system for making up the water supply neutral gear phase according to claim 1, it is characterised in that: the shuting
For slot position deviation less than 100 millimeters, groove depth deviation is not more than 50 millimeters.
3. a kind of water guiding system for making up the water supply neutral gear phase according to claim 1, it is characterised in that: the drainage hole
The deviation of plan-position is not more than ten centimetres, and the bank error of drainage hole is not more than 1 percent, and drainage hole hole depth error is not
More than or less than 2 the percent of hole depth.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201910783764.5A CN110453766A (en) | 2019-08-23 | 2019-08-23 | A kind of water guiding system making up the water supply neutral gear phase |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201910783764.5A CN110453766A (en) | 2019-08-23 | 2019-08-23 | A kind of water guiding system making up the water supply neutral gear phase |
Publications (1)
Publication Number | Publication Date |
---|---|
CN110453766A true CN110453766A (en) | 2019-11-15 |
Family
ID=68488790
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201910783764.5A Pending CN110453766A (en) | 2019-08-23 | 2019-08-23 | A kind of water guiding system making up the water supply neutral gear phase |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN110453766A (en) |
Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100720929B1 (en) * | 2006-11-15 | 2007-05-23 | (주)리종합건축사사무소 | Equipment for intercepting sliding of slope inapartment house |
CN105544562A (en) * | 2015-11-27 | 2016-05-04 | 中铁三局集团天津建设工程有限公司 | Jet anchor net protection construction process for renovating rock heaps on high and steep slope |
CN208136927U (en) * | 2018-03-19 | 2018-11-23 | 中建三局基础设施建设投资有限公司 | A kind of soil cutting side slope supporting construction |
CN208724479U (en) * | 2018-07-31 | 2019-04-12 | 瑞派尔(宜昌)科技集团有限责任公司 | Steep slight slope falling zone height plants ecological management structural body in one kind |
CN208821291U (en) * | 2018-08-27 | 2019-05-07 | 重庆大学产业技术研究院 | A kind of adaptive vegetation maintenance and slope drainage multi-function device |
CN109853590A (en) * | 2019-01-23 | 2019-06-07 | 昆明理工大学 | A kind of device and construction method using rainfall infiltration steep rocky slope slope surface soil moved in improve the original base |
CN208965501U (en) * | 2018-08-03 | 2019-06-11 | 深圳文科园林股份有限公司 | One kind being used for high precipitous rock slope Ecosystem restoration system |
CN210659957U (en) * | 2019-07-24 | 2020-06-02 | 瑞派尔(宜昌)科技集团股份有限公司 | Anchor rod drilling equipment for slope support |
-
2019
- 2019-08-23 CN CN201910783764.5A patent/CN110453766A/en active Pending
Patent Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100720929B1 (en) * | 2006-11-15 | 2007-05-23 | (주)리종합건축사사무소 | Equipment for intercepting sliding of slope inapartment house |
CN105544562A (en) * | 2015-11-27 | 2016-05-04 | 中铁三局集团天津建设工程有限公司 | Jet anchor net protection construction process for renovating rock heaps on high and steep slope |
CN208136927U (en) * | 2018-03-19 | 2018-11-23 | 中建三局基础设施建设投资有限公司 | A kind of soil cutting side slope supporting construction |
CN208724479U (en) * | 2018-07-31 | 2019-04-12 | 瑞派尔(宜昌)科技集团有限责任公司 | Steep slight slope falling zone height plants ecological management structural body in one kind |
CN208965501U (en) * | 2018-08-03 | 2019-06-11 | 深圳文科园林股份有限公司 | One kind being used for high precipitous rock slope Ecosystem restoration system |
CN208821291U (en) * | 2018-08-27 | 2019-05-07 | 重庆大学产业技术研究院 | A kind of adaptive vegetation maintenance and slope drainage multi-function device |
CN109853590A (en) * | 2019-01-23 | 2019-06-07 | 昆明理工大学 | A kind of device and construction method using rainfall infiltration steep rocky slope slope surface soil moved in improve the original base |
CN210659957U (en) * | 2019-07-24 | 2020-06-02 | 瑞派尔(宜昌)科技集团股份有限公司 | Anchor rod drilling equipment for slope support |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN205475263U (en) | High steep slope planting structure of open -air metallic ore | |
CN111021375A (en) | Recovery and treatment method for mine geological environment | |
CN100355511C (en) | Water-saving type salina physics-chemistry-biology comprehensive improvement and vegetation construction technique | |
CN110249813B (en) | Method for greening high and steep rocky slope in mining pit | |
CN105862886B (en) | A kind of landfill slopes antiscour ecological afforestation mask and its construction method | |
CN108812166A (en) | A kind of fish-scale pit preparations for afforestation method | |
CN109315237B (en) | Method for greening high and steep rocky slope of mine | |
CN110800415A (en) | Ecological treatment method in Qinba mountain land remediation engineering | |
CN110453766A (en) | A kind of water guiding system making up the water supply neutral gear phase | |
CN108811874A (en) | Root system of plant guide cylinder device and its construction method for side slope protection | |
CN218027503U (en) | Water conservancy ecological wall | |
CN108130897B (en) | A kind of soil basketing method during highway construction | |
US20230009242A1 (en) | Construction Method of Fast-setting Polymer Grouting for Rapid Control of Slope Erosion and Landslide | |
CN109853461A (en) | The ecological restoring method and system of plateau mire wetland erosion ditch | |
CN1807772A (en) | Greening construction structure using single-layered, multilayered nonwoven fabric to protect slope groundmass | |
CN208064245U (en) | A kind of breeding fence net facility network bottom fixing piece | |
KR100496118B1 (en) | Method to keep a green slope surface | |
CN212992962U (en) | Three-dimensional afforestation structure in coastal saline and alkaline land normal position | |
CN109006213A (en) | Restore the method for vegetation plantation on a kind of rock terrace land | |
CN217460624U (en) | Reinforced water guide structure for preventing mine side slope soil covering water and soil loss | |
CN108293937A (en) | A kind of breeding fence net facility network bottom fixing piece | |
CN203633195U (en) | Planting layer structure for historical site region | |
CN108483527A (en) | Mine management system and administering method | |
CN216920209U (en) | Combined ecological slope protection vegetation block | |
DEAN | THE LAKE COPAIS, BOEOTIA, GREECE: ITS DRAINAGE AND DEVELOPMENT.(INCLUDES APPENDIX). |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PB01 | Publication | ||
PB01 | Publication | ||
SE01 | Entry into force of request for substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
RJ01 | Rejection of invention patent application after publication | ||
RJ01 | Rejection of invention patent application after publication |
Application publication date: 20191115 |