CN105569071B - A kind of slip casting under water of cement-based material or mud jacking block ground mass foundation construction - Google Patents
A kind of slip casting under water of cement-based material or mud jacking block ground mass foundation construction Download PDFInfo
- Publication number
- CN105569071B CN105569071B CN201511000060.4A CN201511000060A CN105569071B CN 105569071 B CN105569071 B CN 105569071B CN 201511000060 A CN201511000060 A CN 201511000060A CN 105569071 B CN105569071 B CN 105569071B
- Authority
- CN
- China
- Prior art keywords
- parts
- gabion
- water
- slip casting
- block stone
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/52—Submerged foundations, i.e. submerged in open water
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
- C04B28/02—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing hydraulic cements other than calcium sulfates
- C04B28/04—Portland cements
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D15/00—Handling building or like materials for hydraulic engineering or foundations
- E02D15/02—Handling of bulk concrete specially for foundation or hydraulic engineering purposes
- E02D15/06—Placing concrete under water
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D15/00—Handling building or like materials for hydraulic engineering or foundations
- E02D15/10—Placing gravel or light material under water inasmuch as not provided for elsewhere
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
- C04B2111/70—Grouts, e.g. injection mixtures for cables for prestressed concrete
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
- C04B2111/74—Underwater applications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2250/00—Production methods
- E02D2250/003—Injection of material
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/0004—Synthetics
- E02D2300/0018—Cement used as binder
- E02D2300/002—Concrete
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W30/00—Technologies for solid waste management
- Y02W30/50—Reuse, recycling or recovery technologies
- Y02W30/91—Use of waste materials as fillers for mortars or concrete
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Chemical & Material Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- Ceramic Engineering (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Inorganic Chemistry (AREA)
- Materials Engineering (AREA)
- Organic Chemistry (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
- Revetment (AREA)
Abstract
The present invention relates to a kind of slip casting under water of cement-based material or mud jacking block ground mass foundation construction, belong to hydraulic engineering cement sill underwater foundation construction method.The excavation border for being molded or being utilized basis using cage of shaping is profile, using stone accumulation body gap is paved to paving block stone accumulation body and inject the higher sand coarse aggregate ratio chicken girt concrete of preferable mobility or can fill block with its self-leveling under water, underwater cement sill slip casting block stone or the construction of mud jacking block stone structure are realized.Advantage is：Carry out slip casting under water or mud jacking block stone foundation construction, when the depth of water is less than one meter, can directly it be constructed without draining, construction speed can be greatly improved, construction cost is reduced, is constructed when for Reservoir, waterdrainage amount can be greatly reduced, under the premise of as far as possible many retainings are effectively ensured, construction is completed.
Description
Technical field
The invention belongs to hydraulic engineering cement sill underwater foundation construction method.
Background technology
Many hydraulic engineerings are because be difficult to draining, and engineering has to stop work.For example in recent years, weather anomaly arid, reservoir
Retaining is more difficult, is often all difficult to retaining to autumn reservoir.Construction, shadow but Reservoir progress dam bank protection must discharge water
The retaining to reservoir is rung, peasant opposes very much, often do expediently peasant colony and hinder construction, because discharging water to have influence on down
1 year kind.For example, carrying out reservoir dam slope protection construction, basic pin groove excavation is deeper, because peasant's shield water is difficult to be constructed.Such as
Fruit can have a kind of method to realize the underwater construction technology for not discharging water or discharging water less as far as possible, then, it is possible to effectively solve this
Class protects water and the contradiction of construction, reservoir is ensured retaining conscientiously, moreover it is possible to complete the reinforcement of dam.On the other hand,
In northeast, autumn water temperature is relatively low, into October, and coolant-temperature gage is 7~8 or so, and underwater concrete, which condenses, to be affected.
The content of the invention
The present invention provides a kind of cement-based material slip casting under water or mud jacking block ground mass foundation construction, complete under water to realize
Into cement base basis or filling class formation, for hydraulic engineering, it can be ensured that hydraulic engineering cement sill structure under water can be carried out
Construction, so that reduction temporary project and effluent cost is greatly reduced, greatly improves construction speed, compared with underwater concrete construction
Construction costs can be greatly reduced, is constructed for cement base class formation under reservoir water, it can be ensured that discharge water less, many retainings, it is ensured that
Next year irrigation water.Quickly handle because osmotic pressure leak forms hole or rapid reinforcement submerged structure, can significantly carry for reservoir
High project progress, it is ensured that problem engineering is handled in time, it is ensured that engineering safety.
The present invention is adopted the technical scheme that, is comprised the following steps：
（One）Utilize hook machine excavation foundation groove, 2.5 ~ 3.5 meters of single operation length；
（Two）According to the situation of foundation trench, selection cement-based material under water apply by slip casting method or mud jacking block stone method progress basis
Work：
（1）When dug foundation trench is located under the water surface, using closed structure sizing cage, selection cement-based material is under water
Slip casting method carries out foundation construction：
The closed structure sizing cage can make under water, can also by land make and be then placed in water, by steel
Muscle, GSZ or batten work out gabion with steel wire, to prevent running pulp, gabion external application non-woven wraps or liner non-woven fabrics, nothing
The effect for spinning cloth is the water discharged in gabion and prevents that binder materials leaks in gabion, inserts grout pipe in gabion, makes this
Grout pipe is located on the water surface, is filled up with block stone after gabion, suitable for reading to be closed with non-woven fabrics and gabion top flat；
Slip casting：Slurry is injected with grouting pump low pressure, the slurry is the higher sand coarse aggregate ratio chicken girt concrete of low leaching cement base, institute
Stating the higher sand coarse aggregate ratio chicken girt concrete of low leaching cement base includes the raw material of following parts by weight：
1000 parts of common portland cement PO42.5,
More than II grade 50~500 parts of flyash,
Silicon ash, SiO2Content be more than 90%, square metre/kilogram~20000 square metre of specific surface area 13000/kilogram
20~100 parts,
1000~3000 parts of medium coarse sand,
5~10 millimeters of 100~3000 parts of particle diameter chicken girts,
1000 ~ 2460 parts of water,
Polyacrylamide（Amphoteric ion type）10~40 parts,
10~40 parts of hydroxyethyl cellulose,
0.4~60 part of high-efficiency water-reducing agent of poly-carboxylic acid,
0.03~3 part of air entraining agent；
（2）It is fixed using trench structure slip casting sizing cage or trench structure mud jacking when dug foundation trench is located on the water surface
Type cage, slip casting method or mud jacking block stone method carry out foundation construction to selection cement-based material under water：
（a）The trench structure slip casting sizing cage can make under water, can also by land make and be then placed in water,
Reinforcing bar, GSZ or batten are worked out into gabion with steel wire, to prevent running pulp, gabion external application non-woven wraps or liner nonwoven
Cloth, the effect of non-woven fabrics is the water discharged in gabion and prevents that binder materials leaks in gabion, inserts grout pipe in gabion,
The grout pipe is located on the water surface, gabion is filled up with block stone；
Slip casting：Slurry is injected with grouting pump low pressure, the slurry is the higher sand coarse aggregate ratio chicken girt concrete of low leaching cement base, institute
Stating the higher sand coarse aggregate ratio chicken girt concrete of low leaching cement base includes the raw material of following parts by weight：
1000 parts of common portland cement PO42.5,
More than II grade 50~500 parts of flyash,
Silicon ash, SiO2Content be more than 90%, square metre/kilogram~20000 square metre of specific surface area 13000/kilogram
20~100 parts,
1000~3000 parts of medium coarse sand,
5~10 millimeters of 100~3000 parts of particle diameter chicken girts,
1000 ~ 2460 parts of water,
Polyacrylamide（Amphoteric ion type）10~40 parts,
10~40 parts of hydroxyethyl cellulose,
0.4~60 part of high-efficiency water-reducing agent of poly-carboxylic acid,
0.03~3 part of air entraining agent；
（b）The trench structure mud jacking sizing cage can make under water, can also by land make and be then placed in water,
Reinforcing bar, GSZ or batten are worked out into gabion with steel wire, to prevent running pulp, gabion external application non-woven wraps or liner nonwoven
Cloth, the effect of non-woven fabrics is the water discharged in gabion and prevents that binder materials leaks in gabion；
Mud jacking block stone method：Layering laying block stone, first lays 20 cm thick block stone bodies, is poured in interlayer with chute or fistulae
The higher sand coarse aggregate ratio chicken girt concrete of self-compaction low leaching cement base, is allowed to penetrate into inside block stone layer, is accelerated with vibrating spear under slurry
It is heavy；The higher sand coarse aggregate ratio chicken girt concrete of self-compaction low leaching cement base includes the raw material of following parts by weight：
1000 parts of common portland cement PO42.5,
More than II grade 50~500 parts of flyash,
Silicon ash, SiO2Content be more than 90%, square metre/kilogram~20000 square metre of specific surface area 13000/kilogram,
20~100 parts,
1000~3000 parts of medium coarse sand,
5~20 millimeters of 100~6000 parts of particle diameter chicken girts,
1000 ~ 2460 parts of water,
Polyacrylamide（Amphoteric ion type）10~40 parts,
10~40 parts of hydroxyethyl cellulose,
0.4~60 part of high-efficiency water-reducing agent of poly-carboxylic acid,
0.03~3 part of air entraining agent,
0~30 part of crosslinking agent UN-300,
0~400 part of organobentonite,
0~4 part of silicones polyethers emulsion,
Thick plasticity-maintaining agent drops in low viscosity, and viscosity is in 0~5 part of 50 ~ 100cps；
（3）When dug foundation trench is located on the water surface, following three kinds of methods are respectively adopted：
（a）It is shaping profile using the excavation border of foundation trench, non-woven fabrics is directly laid after excavation, is buried afterwards
Pipe, then spreads block stone, then carries out slip casting, and slip casting uses the higher sand coarse aggregate ratio chicken girt concrete of low leaching cement base；
（b）In foundation trench, supporting sizing crib, crib external application sandy gravel backfill, crib liner non-woven fabrics is carried out afterwards
Pipe laying, then spreads block stone, then carries out slip casting, and slip casting uses the higher sand coarse aggregate ratio chicken girt concrete of low leaching cement base；
（c）In foundation trench, gib template cage, the backfill of template cage external application sandy gravel, crib liner non-woven fabrics, afterwards
In bottom pendulum paving block stone, the higher sand coarse aggregate ratio chicken girt concrete of self-compaction low leaching cement base is poured with chute or fistulae in interlayer,
It is allowed to penetrate into inside block stone layer, accelerates slurry to sink with vibrating spear, above pull out removable gib template cage, then be thrown into one layer
Block stone, repeats the above steps, until top；
（Three）Check, after slurry injection, if after a period of time, local slurry liquid level sinking, needs carry out again in time
Once mend slurry.
The present invention using shape cage shaping or using basis excavation border be profile, using under water to pave block clitter product
Body, which injects the higher sand coarse aggregate ratio chicken girt concrete of preferable mobility or can fill block with its self-leveling, paves stone accumulation body gap,
Realize underwater cement sill slip casting block stone or the construction of mud jacking block stone structure.Material Physics mechanical property is better than stone masonry, slightly poor
In concrete.
It is an advantage of the invention that：Slip casting under water or mud jacking block stone foundation construction are carried out, can not when the depth of water is less than one meter
Directly constructed with draining, can greatly improve construction speed, reduced construction cost, constructed when for Reservoir, can be with
Waterdrainage amount is greatly reduced, under the premise of as far as possible many retainings are effectively ensured, construction is completed.
Brief description of the drawings
Fig. 1 a are the closed structure sizing cage that the present invention is used, liner non-woven fabrics；
Fig. 1 b are the closed structure sizing cage that the present invention is used, outsourcing non-woven fabrics；
Fig. 2 a are the trench structure slip casting sizing cage that the present invention is used, liner non-woven fabrics；
Fig. 2 b are the trench structure slip casting sizing cage that the present invention is used, outsourcing non-woven fabrics；
Fig. 2 c are the trench structure mud jacking sizing cage that the present invention is used, liner non-woven fabrics；
Fig. 2 d are the trench structure mud jacking sizing cage that the present invention is used, outsourcing non-woven fabrics；
It is that paver mud jacking shows in the outer filler cage of cage in mud jacking block stone process chart in case history of the present invention, figure that Fig. 3 a, which are,
It is intended to；
It is to repeat previous step after upper withdrawing pattern plate cage in mud jacking block stone process chart in case history of the present invention, figure that Fig. 3 b, which are,
Schematic diagram；
It is to repeat two, three steps to pushing up schematic diagram in mud jacking block stone process chart in case history of the present invention, figure that Fig. 3 c, which are,；
It is adjustment top block stone and coagulation grave in mud jacking block stone process chart in case history of the present invention, figure that Fig. 3 d, which are,
Push up schematic diagram；In figure：
Closed structure sizing cage 1, non-woven fabrics 2, grout pipe 3, trench structure slip casting sizing cage 4, gib sizing wood
Cage 5, sandy gravel 6, pendulum paving block stone 7, the higher sand coarse aggregate ratio chicken girt concrete eight of low leaching cement base.
Embodiment
Embodiment 1
Comprise the following steps：
（One）Utilize hook machine excavation foundation groove, 2.5 ~ 3.5 meters of single operation length；
（Two）According to the situation of foundation trench, selection cement-based material under water apply by slip casting method or mud jacking block stone method progress basis
Work：
（1）When dug foundation trench is located under the water surface, using closed structure sizing cage, selection cement-based material is under water
Slip casting method carries out foundation construction：
The closed structure sizing cage can make under water, can also by land make and be then placed in water, by steel
Muscle, GSZ or batten work out gabion with steel wire, to prevent running pulp, gabion external application non-woven wraps or liner non-woven fabrics, nothing
The effect for spinning cloth is the water discharged in gabion and prevents that binder materials leaks in gabion, inserts grout pipe in gabion, makes this
Grout pipe is located on the water surface, is filled up with block stone after gabion, suitable for reading to be closed with non-woven fabrics and gabion top flat；
Slip casting：Slurry is injected with grouting pump low pressure, the slurry is the higher sand coarse aggregate ratio chicken girt concrete of low leaching cement base, institute
Stating the higher sand coarse aggregate ratio chicken girt concrete of low leaching cement base includes the raw material of following parts by weight：
1000 parts of common portland cement PO42.5,
More than II grade 50 parts of flyash,
Silicon ash, SiO2Content be more than 90%, square metre/kilogram~20000 square metre of specific surface area 13000/kilogram
20 parts,
1000 parts of medium coarse sand,
5~10 millimeters of 100 parts of particle diameter chicken girts,
1000 parts of water,
Polyacrylamide（Amphoteric ion type）10 parts,
10 parts of hydroxyethyl cellulose,
0.4 part of high-efficiency water-reducing agent of poly-carboxylic acid,
0.03 part of air entraining agent；
（2）It is fixed using trench structure slip casting sizing cage or trench structure mud jacking when dug foundation trench is located on the water surface
Type cage, slip casting method or mud jacking block stone method carry out foundation construction to selection cement-based material under water：
（a）The trench structure slip casting sizing cage can make under water, can also by land make and be then placed in water,
Reinforcing bar, GSZ or batten are worked out into gabion with steel wire, to prevent running pulp, gabion external application non-woven wraps or liner nonwoven
Cloth, the effect of non-woven fabrics is the water discharged in gabion and prevents that binder materials leaks in gabion, inserts grout pipe in gabion,
The grout pipe is located on the water surface, gabion is filled up with block stone；
Slip casting：Slurry is injected with grouting pump low pressure, the slurry is the higher sand coarse aggregate ratio chicken girt concrete of low leaching cement base, institute
Stating the higher sand coarse aggregate ratio chicken girt concrete of low leaching cement base includes the raw material of following parts by weight：
1000 parts of common portland cement PO42.5,
More than II grade 50 parts of flyash,
Silicon ash, SiO2Content be more than 90%, square metre/kilogram~20000 square metre of specific surface area 13000/kilogram
20 parts,
1000 parts of medium coarse sand,
5~10 millimeters of 100 parts of particle diameter chicken girts,
1000 parts of water,
Polyacrylamide（Amphoteric ion type）10 parts,
10 parts of hydroxyethyl cellulose,
0.4 part of high-efficiency water-reducing agent of poly-carboxylic acid,
0.03 part of air entraining agent；
（b）The trench structure mud jacking sizing cage can make under water, can also by land make and be then placed in water,
Reinforcing bar, GSZ or batten are worked out into gabion with steel wire, to prevent running pulp, gabion external application non-woven wraps or liner nonwoven
Cloth, the effect of non-woven fabrics is the water discharged in gabion and prevents that binder materials leaks in gabion；
Mud jacking block stone method：Layering laying block stone, first lays 20 cm thick block stone bodies, is poured in interlayer with chute or fistulae
The higher sand coarse aggregate ratio chicken girt concrete of self-compaction low leaching cement base, is allowed to penetrate into inside block stone layer, is accelerated with vibrating spear under slurry
It is heavy；The higher sand coarse aggregate ratio chicken girt concrete of self-compaction low leaching cement base includes the raw material of following parts by weight：
1000 parts of common portland cement PO42.5,
More than II grade 50 parts of flyash,
Silicon ash, SiO2Content be more than 90%, square metre/kilogram~20000 square metre of specific surface area 13000/kilogram
20 parts,
1000 parts of medium coarse sand,
5~20 millimeters of 100 parts of particle diameter chicken girts,
1000 parts of water,
Polyacrylamide（Amphoteric ion type）10 parts,
10 parts of hydroxyethyl cellulose,
0.4 part of high-efficiency water-reducing agent of poly-carboxylic acid,
0.03 part of air entraining agent,
（3）When dug foundation trench is located on the water surface, following three kinds of methods are respectively adopted：
（a）It is shaping profile using the excavation border of foundation trench, non-woven fabrics is directly laid after excavation, is buried afterwards
Pipe, then spreads block stone, then carries out slip casting, and slip casting uses the higher sand coarse aggregate ratio chicken girt concrete of low leaching cement base；
（b）In foundation trench, supporting sizing crib, crib external application sandy gravel backfill, crib liner non-woven fabrics is carried out afterwards
Pipe laying, then spreads block stone, then carries out slip casting, and slip casting uses the higher sand coarse aggregate ratio chicken girt concrete of low leaching cement base；
（c）In foundation trench, gib template cage, the backfill of template cage external application sandy gravel, crib liner non-woven fabrics, afterwards
In bottom pendulum paving block stone, the higher sand coarse aggregate ratio chicken girt concrete of self-compaction low leaching cement base is poured with chute or fistulae in interlayer,
It is allowed to penetrate into inside block stone layer, accelerates slurry to sink with vibrating spear, above pull out removable gib template cage, then be thrown into one layer
Block stone, repeats the above steps, until top；
（Three）Check, after slurry injection, if after a period of time, local slurry liquid level sinking, needs carry out again in time
Once mend slurry.
Embodiment 2
Comprise the following steps：
（One）Utilize hook machine excavation foundation groove, 2.5 ~ 3.5 meters of single operation length；
（Two）According to the situation of foundation trench, selection cement-based material under water apply by slip casting method or mud jacking block stone method progress basis
Work：
（1）When dug foundation trench is located under the water surface, using closed structure sizing cage, selection cement-based material is under water
Slip casting method carries out foundation construction：
The closed structure sizing cage can make under water, can also by land make and be then placed in water, by steel
Muscle, GSZ or batten work out gabion with steel wire, to prevent running pulp, gabion external application non-woven wraps or liner non-woven fabrics, nothing
The effect for spinning cloth is the water discharged in gabion and prevents that binder materials leaks in gabion, inserts grout pipe in gabion, makes this
Grout pipe is located on the water surface, is filled up with block stone after gabion, suitable for reading to be closed with non-woven fabrics and gabion top flat；
Slip casting：Slurry is injected with grouting pump low pressure, the slurry is the higher sand coarse aggregate ratio chicken girt concrete of low leaching cement base, institute
Stating the higher sand coarse aggregate ratio chicken girt concrete of low leaching cement base includes the raw material of following parts by weight：
1000 parts of common portland cement PO42.5,
More than II grade 275 parts of flyash,
Silicon ash, SiO2Content be more than 90%, square metre/kilogram~20000 square metre of specific surface area 13000/kilogram
60 parts,
2000 parts of medium coarse sand,
5~10 millimeters of 1550 parts of particle diameter chicken girts,
1730 parts of water,
Polyacrylamide（Amphoteric ion type）25 parts,
25 parts of hydroxyethyl cellulose,
32.2 parts of high-efficiency water-reducing agent of poly-carboxylic acid,
1.51 parts of air entraining agent；
（2）It is fixed using trench structure slip casting sizing cage or trench structure mud jacking when dug foundation trench is located on the water surface
Type cage, slip casting method or mud jacking block stone method carry out foundation construction to selection cement-based material under water：
（a）The trench structure slip casting sizing cage can make under water, can also by land make and be then placed in water,
Reinforcing bar, GSZ or batten are worked out into gabion with steel wire, to prevent running pulp, gabion external application non-woven wraps or liner nonwoven
Cloth, the effect of non-woven fabrics is the water discharged in gabion and prevents that binder materials leaks in gabion, inserts grout pipe in gabion,
The grout pipe is located on the water surface, gabion is filled up with block stone；
Slip casting：Slurry is injected with grouting pump low pressure, the slurry is the higher sand coarse aggregate ratio chicken girt concrete of low leaching cement base, institute
Stating the higher sand coarse aggregate ratio chicken girt concrete of low leaching cement base includes the raw material of following parts by weight：
1000 parts of common portland cement PO42.5,
More than II grade 275 parts of flyash,
Silicon ash, SiO2Content be more than 90%, square metre/kilogram~20000 square metre of specific surface area 13000/kilogram
60 parts,
2000 parts of medium coarse sand,
5~10 millimeters of 1550 parts of particle diameter chicken girts,
1730 parts of water,
Polyacrylamide（Amphoteric ion type）25 parts,
25 parts of hydroxyethyl cellulose,
30.2 parts of high-efficiency water-reducing agent of poly-carboxylic acid,
1.51 parts of air entraining agent；
（b）The trench structure mud jacking sizing cage can make under water, can also by land make and be then placed in water,
Reinforcing bar, GSZ or batten are worked out into gabion with steel wire, to prevent running pulp, gabion external application non-woven wraps or liner nonwoven
Cloth, the effect of non-woven fabrics is the water discharged in gabion and prevents that binder materials leaks in gabion；
Mud jacking block stone method：Layering laying block stone, first lays 20 cm thick block stone bodies, is poured in interlayer with chute or fistulae
The higher sand coarse aggregate ratio chicken girt concrete of self-compaction low leaching cement base, is allowed to penetrate into inside block stone layer, is accelerated with vibrating spear under slurry
It is heavy；The higher sand coarse aggregate ratio chicken girt concrete of self-compaction low leaching cement base includes the raw material of following parts by weight：
1000 parts of common portland cement PO42.5,
More than II grade 275 parts of flyash,
Silicon ash, SiO2Content be more than 90%, square metre/kilogram~20000 square metre of specific surface area 13000/kilogram
60 parts,
2000 parts of medium coarse sand,
5~20 millimeters of 3050 parts of particle diameter chicken girts,
1730 parts of water,
Polyacrylamide（Amphoteric ion type）25 parts,
25 parts of hydroxyethyl cellulose,
30.2 parts of high-efficiency water-reducing agent of poly-carboxylic acid,
1.51 parts of air entraining agent,
15 parts of crosslinking agent UN-300,
200 parts of organobentonite,
2 parts of silicones polyethers emulsion,
Thick plasticity-maintaining agent drops in low viscosity, and viscosity is in 2.5 parts of 50 ~ 100cps；
（3）When dug foundation trench is located on the water surface, following three kinds of methods are respectively adopted：
（a）It is shaping profile using the excavation border of foundation trench, non-woven fabrics is directly laid after excavation, is buried afterwards
Pipe, then spreads block stone, then carries out slip casting, and slip casting uses the higher sand coarse aggregate ratio chicken girt concrete of low leaching cement base；
（b）In foundation trench, supporting sizing crib, crib external application sandy gravel backfill, crib liner non-woven fabrics is carried out afterwards
Pipe laying, then spreads block stone, then carries out slip casting, and slip casting uses the higher sand coarse aggregate ratio chicken girt concrete of low leaching cement base；
（c）In foundation trench, gib template cage, the backfill of template cage external application sandy gravel, crib liner non-woven fabrics, afterwards
In bottom pendulum paving block stone, the higher sand coarse aggregate ratio chicken girt concrete of self-compaction low leaching cement base is poured with chute or fistulae in interlayer,
It is allowed to penetrate into inside block stone layer, accelerates slurry to sink with vibrating spear, above pull out removable gib template cage, then be thrown into one layer
Block stone, repeats the above steps, until top；
（Three）Check, after slurry injection, if after a period of time, local slurry liquid level sinking, needs carry out again in time
Once mend slurry.
Embodiment 3
Comprise the following steps：
（One）Utilize hook machine excavation foundation groove, 2.5 ~ 3.5 meters of single operation length；
（Two）According to the situation of foundation trench, selection cement-based material under water apply by slip casting method or mud jacking block stone method progress basis
Work：
（1）When dug foundation trench is located under the water surface, using closed structure sizing cage, selection cement-based material is under water
Slip casting method carries out foundation construction：
The closed structure sizing cage can make under water, can also by land make and be then placed in water, by steel
Muscle, GSZ or batten work out gabion with steel wire, to prevent running pulp, gabion external application non-woven wraps or liner non-woven fabrics, nothing
The effect for spinning cloth is the water discharged in gabion and prevents that binder materials leaks in gabion, inserts grout pipe in gabion, makes this
Grout pipe is located on the water surface, is filled up with block stone after gabion, suitable for reading to be closed with non-woven fabrics and gabion top flat；
Slip casting：Slurry is injected with grouting pump low pressure, the slurry is the higher sand coarse aggregate ratio chicken girt concrete of low leaching cement base, institute
Stating the higher sand coarse aggregate ratio chicken girt concrete of low leaching cement base includes the raw material of following parts by weight：
1000 parts of common portland cement PO42.5,
More than II grade 500 parts of flyash,
Silicon ash, SiO2Content be more than 90%, square metre/kilogram~20000 square metre of specific surface area 13000/kilogram
100 parts,
3000 parts of medium coarse sand,
5~10 millimeters of 3000 parts of particle diameter chicken girts,
2460 parts of water,
Polyacrylamide（Amphoteric ion type）40 parts,
40 parts of hydroxyethyl cellulose,
60 parts of high-efficiency water-reducing agent of poly-carboxylic acid,
3 parts of air entraining agent；
（2）It is fixed using trench structure slip casting sizing cage or trench structure mud jacking when dug foundation trench is located on the water surface
Type cage, slip casting method or mud jacking block stone method carry out foundation construction to selection cement-based material under water：
（a）The trench structure slip casting sizing cage can make under water, can also by land make and be then placed in water,
Reinforcing bar, GSZ or batten are worked out into gabion with steel wire, to prevent running pulp, gabion external application non-woven wraps or liner nonwoven
Cloth, the effect of non-woven fabrics is the water discharged in gabion and prevents that binder materials leaks in gabion, inserts grout pipe in gabion,
The grout pipe is located on the water surface, gabion is filled up with block stone；
Slip casting：Slurry is injected with grouting pump low pressure, the slurry is the higher sand coarse aggregate ratio chicken girt concrete of low leaching cement base, institute
Stating the higher sand coarse aggregate ratio chicken girt concrete of low leaching cement base includes the raw material of following parts by weight：
1000 parts of common portland cement PO42.5,
More than II grade 500 parts of flyash,
Silicon ash, SiO2Content be more than 90%, square metre/kilogram~20000 square metre of specific surface area 13000/kilogram
100 parts,
3000 parts of medium coarse sand,
5~10 millimeters of 3000 parts of particle diameter chicken girts,
2460 parts of water,
Polyacrylamide（Amphoteric ion type）40 parts,
40 parts of hydroxyethyl cellulose,
60 parts of high-efficiency water-reducing agent of poly-carboxylic acid,
3 parts of air entraining agent；
（b）The trench structure mud jacking sizing cage can make under water, can also by land make and be then placed in water,
Reinforcing bar, GSZ or batten are worked out into gabion with steel wire, to prevent running pulp, gabion external application non-woven wraps or liner nonwoven
Cloth, the effect of non-woven fabrics is the water discharged in gabion and prevents that binder materials leaks in gabion；
Mud jacking block stone method：Layering laying block stone, first lays 20 cm thick block stone bodies, is poured in interlayer with chute or fistulae
The higher sand coarse aggregate ratio chicken girt concrete of self-compaction low leaching cement base, is allowed to penetrate into inside block stone layer, is accelerated with vibrating spear under slurry
It is heavy；The higher sand coarse aggregate ratio chicken girt concrete of self-compaction low leaching cement base includes the raw material of following parts by weight：
1000 parts of common portland cement PO42.5,
More than II grade 500 parts of flyash,
Silicon ash, SiO2Content be more than 90%, square metre/kilogram~20000 square metre of specific surface area 13000/kilogram
100 parts,
3000 parts of medium coarse sand,
5~20 millimeters of 6000 parts of particle diameter chicken girts,
2460 parts of water,
Polyacrylamide（Amphoteric ion type）40 parts,
40 parts of hydroxyethyl cellulose,
60 parts of high-efficiency water-reducing agent of poly-carboxylic acid,
3 parts of air entraining agent,
30 parts of crosslinking agent UN-300,
400 parts of organobentonite,
4 parts of silicones polyethers emulsion,
Thick plasticity-maintaining agent drops in low viscosity, and viscosity is in 5 parts of 50 ~ 100cps；
（3）When dug foundation trench is located on the water surface, following three kinds of methods are respectively adopted：
（a）It is shaping profile using the excavation border of foundation trench, non-woven fabrics is directly laid after excavation, is buried afterwards
Pipe, then spreads block stone, then carries out slip casting, and slip casting uses the higher sand coarse aggregate ratio chicken girt concrete of low leaching cement base；
（b）In foundation trench, supporting sizing crib, crib external application sandy gravel backfill, crib liner non-woven fabrics is carried out afterwards
Pipe laying, then spreads block stone, then carries out slip casting, and slip casting uses the higher sand coarse aggregate ratio chicken girt concrete of low leaching cement base；
（c）In foundation trench, gib template cage, the backfill of template cage external application sandy gravel, crib liner non-woven fabrics, afterwards
In bottom pendulum paving block stone, the higher sand coarse aggregate ratio chicken girt concrete of self-compaction low leaching cement base is poured with chute or fistulae in interlayer,
It is allowed to penetrate into inside block stone layer, accelerates slurry to sink with vibrating spear, above pull out removable gib template cage, then be thrown into one layer
Block stone, repeats the above steps, until top；
（Three）Check, after slurry injection, if after a period of time, local slurry liquid level sinking, needs carry out again in time
Once mend slurry.
Case history：
Because long-term rainfall is low or even without rainfall, certain small reservoir can not store water, one rainfall of autumn, reservoir for 1 year
Limited a part of water is only stored, when the basic pin groove of dam bank protection for carrying out Reservoir is constructed, reservoir discharges water by locality
Risking one's life for peasant is obstructed.Because reservoir does not have water, Second Year peasant soaked field just turns into problem.In this case, finally use
The technology of the present invention completes the construction of foundation trench.Such as Fig. 3 a ~ Fig. 3 d, using the liner non-woven fabrics gabion of wood lath colligation, adopt
Completed to construct with mud jacking block stone method.
Specific construction engineering method is as follows：
1. utilizing hook machine excavation foundation groove, to reduce the quantities of wall caving, 3 meters of length of selection are single operation length；
2. the provisional dismantled and assembled plank cage of establishment, liner non-woven fabrics is put under cage water according to construction length and positioned,
Permeable material is clogged at cage two ends according to interior height of rockfilling, while bottom overlays one layer of about 20 centimetres of chunk stone in cage.With hydroxyl
Ethyl cellulose is main material, and polyacrylamide is auxiliary material, the higher sand coarse aggregate ratio chicken girt concrete of mixing low leaching cement base, by slipping
Groove is sent under water, such as Fig. 3 a.
3. after slurry pressed-in block stone accumulation body, will above pull out removable decking cage by vibrating using vibrator, second is repeated
Step, such as Fig. 3 b.
4. two, three steps are repeated, until top, such as Fig. 3 c.
5. top concrete block stone particle diameter is suitably adjusted, while adjusting the higher sand coarse aggregate ratio chicken girt concrete of low leaching cement base
Chicken girt particle diameter, binds.
6. into next subjob.
Claims (3)
1. a kind of slip casting under water of cement-based material or mud jacking block ground mass foundation construction, it is characterised in that comprise the following steps：
（One）Utilize hook machine excavation foundation groove, 2.5 ~ 3.5 meters of single operation length；
（Two）According to the situation of foundation trench, slip casting method or mud jacking block stone method carry out foundation construction to selection cement-based material under water：
（1）When dug foundation trench is located under the water surface, using closed structure sizing cage, cement-based material slip casting under water is selected
Method carries out foundation construction：
The closed structure sizing cage can make under water, can also by land make and be then placed in water, by reinforcing bar, soil
Work grid or batten work out gabion, to prevent running pulp, gabion external application non-woven wraps or liner non-woven fabrics, non-woven fabrics with steel wire
Effect is the water discharged in gabion and prevents that binder materials leaks in gabion, inserts grout pipe in gabion, makes the grout pipe
On the water surface, filled up with block stone after gabion, it is suitable for reading to be closed with non-woven fabrics and gabion top flat；
Slip casting：Slurry is injected with grouting pump low pressure, the slurry is the higher sand coarse aggregate ratio chicken girt concrete of low leaching cement base,
（2）When dug foundation trench is located on the water surface, using trench structure slip casting sizing cage or trench structure mud jacking sizing cage,
Selecting cement-based material, slip casting method or mud jacking block stone method carry out foundation construction under water：
（a）The trench structure slip casting sizing cage can make under water, can also by land make and be then placed in water, by steel
Muscle, GSZ or batten work out gabion with steel wire, to prevent running pulp, gabion external application non-woven wraps or liner non-woven fabrics, nothing
The effect for spinning cloth is the water discharged in gabion and prevents that binder materials leaks in gabion, inserts grout pipe in gabion, makes this
Grout pipe is located on the water surface, and gabion is filled up with block stone；
Slip casting：Slurry is injected with grouting pump low pressure, the slurry is the higher sand coarse aggregate ratio chicken girt concrete of low leaching cement base；
（b）The trench structure mud jacking sizing cage can make under water, can also by land make and be then placed in water, by steel
Muscle, GSZ or batten work out gabion with steel wire, to prevent running pulp, gabion external application non-woven wraps or liner non-woven fabrics, nothing
The effect for spinning cloth is the water discharged in gabion and prevents that binder materials leaks in gabion；
Mud jacking block stone method：Layering laying block stone, every layer of 20 cm thick block stone body of laying, is poured certainly in interlayer with chute or fistulae
The closely knit higher sand coarse aggregate ratio chicken girt concrete of low leaching cement base, is allowed to penetrate into inside block stone layer, accelerates slurry to sink with vibrating spear；
（3）When dug foundation trench is located on the water surface, it may be selected to use following three kinds of methods：
（a）It is shaping profile using the excavation border of foundation trench, non-woven fabrics is directly laid after excavation, pipe laying is carried out afterwards, so
Block stone is spread afterwards, then carries out slip casting, and slip casting uses the higher sand coarse aggregate ratio chicken girt concrete of low leaching cement base；
（b）In foundation trench, supporting sizing crib, crib external application sandy gravel backfill, crib liner non-woven fabrics is buried afterwards
Pipe, then spreads block stone, then carries out slip casting, and slip casting uses the higher sand coarse aggregate ratio chicken girt concrete of low leaching cement base；
（c）In foundation trench, gib template cage, the backfill of template cage external application sandy gravel, crib liner non-woven fabrics, afterwards the bottom of at
Portion's pendulum paving block stone, pours the higher sand coarse aggregate ratio chicken girt concrete of self-compaction low leaching cement base with chute or fistulae between block stone, makes
It is penetrated into inside block stone layer, is accelerated slurry to sink with vibrating spear, is above pulled out removable gib template cage, then be thrown into one layer of block
Stone, repeats the above steps, until top；
（Three）Check, after slurry injection, if after a period of time, local slurry liquid level sinking, needs carry out once again in time
Mend slurry.
2. a kind of cement-based material slip casting under water according to claim 1 or mud jacking block ground mass foundation construction, its feature
It is：The higher sand coarse aggregate ratio chicken girt concrete of low leaching cement base includes the raw material of following parts by weight：
1000 parts of common portland cement PO42.5,
More than II grade 50~500 parts of flyash,
Silicon ash, SiO2Content be more than 90%, square metre/kilogram~20000 square metre of specific surface area 13000/kilogram
20~100 parts,
1000~3000 parts of medium coarse sand,
5~10 millimeters of 100~3000 parts of particle diameter chicken girts,
1000 ~ 2460 parts of water,
10~40 parts of amphoteric ionic polyacrylamide,
10~40 parts of hydroxyethyl cellulose,
0.4~60 part of high-efficiency water-reducing agent of poly-carboxylic acid,
0.03~3 part of air entraining agent.
3. a kind of cement-based material slip casting under water according to claim 1 or mud jacking block ground mass foundation construction, its feature
It is：The higher sand coarse aggregate ratio chicken girt concrete of self-compaction low leaching cement base includes the raw material of following parts by weight：
1000 parts of common portland cement PO42.5,
More than II grade 50~500 parts of flyash,
Silicon ash, SiO2Content be more than 90%, square metre/kilogram~20000 square metre of specific surface area 13000/kilogram,
20~100 parts,
1000~3000 parts of medium coarse sand,
5~20 millimeters of 100~6000 parts of particle diameter chicken girts,
1000 ~ 2460 parts of water,
10~40 parts of amphoteric ionic polyacrylamide,
10~40 parts of hydroxyethyl cellulose,
0.4~60 part of high-efficiency water-reducing agent of poly-carboxylic acid,
0.03~3 part of air entraining agent,
0~30 part of crosslinking agent UN-300,
0~400 part of organobentonite,
0~4 part of silicones polyethers emulsion,
Thick plasticity-maintaining agent drops in low viscosity, and viscosity is in 0~5 part of 50 ~ 100cps.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201511000060.4A CN105569071B (en) | 2015-12-29 | 2015-12-29 | A kind of slip casting under water of cement-based material or mud jacking block ground mass foundation construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201511000060.4A CN105569071B (en) | 2015-12-29 | 2015-12-29 | A kind of slip casting under water of cement-based material or mud jacking block ground mass foundation construction |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105569071A CN105569071A (en) | 2016-05-11 |
| CN105569071B true CN105569071B (en) | 2017-07-28 |
Family
ID=55879658
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201511000060.4A Active CN105569071B (en) | 2015-12-29 | 2015-12-29 | A kind of slip casting under water of cement-based material or mud jacking block ground mass foundation construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105569071B (en) |
Families Citing this family (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108298899A (en) * | 2018-01-25 | 2018-07-20 | 四川通德商品混凝土有限公司 | A kind of underwater concrete mixture and its construction method |
| CN108222512A (en) * | 2018-03-16 | 2018-06-29 | 武汉理工大学 | The intelligence manufacture method of aggregate interlocking type concrete |
| CN109404020A (en) * | 2018-12-29 | 2019-03-01 | 宁夏久威矿山安全工程有限责任公司 | It is a kind of to cross concentration coal column zone of influence sky lane pumping pillar supporting improved method |
| CN109748549A (en) * | 2019-01-14 | 2019-05-14 | 贵州中建建筑科研设计院有限公司 | A kind of C50 or more underwater concrete and its stake holes casting method |
| GB2584855B (en) * | 2019-06-17 | 2021-10-13 | Subsea 7 Norway As | Subsea foundations |
| CN115110390B (en) * | 2022-07-13 | 2023-08-29 | 中铁第四勘察设计院集团有限公司 | Construction method suitable for rapid backfilling of partially excavated groove of municipal road |
Family Cites Families (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1198990C (en) * | 2002-12-30 | 2005-04-27 | 中国科学院地质与地球物理研究所 | Layered net type steel bar stone cage barricade for reinforcing slope |
| JP2005180117A (en) * | 2003-12-22 | 2005-07-07 | Japan Technology:Kk | Settlement prevention material |
| CN101581088B (en) * | 2009-06-18 | 2010-11-10 | 沈阳市利千水利技术开发有限责任公司 | Construction method for filling mortar combined stone dam |
| CN201722694U (en) * | 2009-12-25 | 2011-01-26 | 北京东霖广环保材料有限公司 | Structure for ecological engineering method |
| CN101914918B (en) * | 2010-07-12 | 2012-06-06 | 无锡市政设计研究院有限公司 | High-steep side slope and intensely weathered bed rock solid waste landfill site seepage prevention structure and treatment method thereof |
| CN103938583B (en) * | 2014-03-07 | 2015-03-25 | 水利部交通运输部国家能源局南京水利科学研究院 | Earth and rockfill dam revetment and construction method thereof |
| CN104947631A (en) * | 2015-07-02 | 2015-09-30 | 中国电建集团成都勘测设计研究院有限公司 | Blocking dam for debris flow river channel protection and construction method thereof |
-
2015
- 2015-12-29 CN CN201511000060.4A patent/CN105569071B/en active Active
Also Published As
| Publication number | Publication date |
|---|---|
| CN105569071A (en) | 2016-05-11 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105569071B (en) | A kind of slip casting under water of cement-based material or mud jacking block ground mass foundation construction | |
| CN204059124U (en) | A kind of sand drain strong rammer grouting behind shaft or drift lining foundation reinforcing structure | |
| CN109736346B (en) | Steel anchor pipe reinforced weathered rock stratum reinforced weighing type retaining wall structure and construction method | |
| CN103790166B (en) | Method for treating foundation of loess area saturated zone slope filling and digging joint part | |
| CN101634143A (en) | Method for treating spiral oil-extruding filling pile composite foundation in stratum containing soft clay | |
| CN103806432B (en) | Method for treating foundations in slope filling and digging joint part of wet and soft zone in loess region | |
| CN104278608A (en) | Novel highway embankment widened structure and construction method | |
| CN105672348A (en) | Construction method for cropping bridge pile foundation at sandy gravel stratum of abyssal region | |
| CN104674802B (en) | Prestressing force rubble anchorage pile and landslide control construction method thereof | |
| CN106677154A (en) | Collapsible loess foundation rubble frame structure reinforcement system and reinforcement method | |
| CN106759126B (en) | Construction method of side slope support drainage channel | |
| CN107503257A (en) | One kind is close to mountain high-filled subgrade stabilization and Deformation control structure and construction method | |
| CN106948340B (en) | A kind of construction method of the Manual excavated pile structure of high polymer grouting protection | |
| CN110847197A (en) | Comprehensive treatment method for loess tunnel entrance section crossing landslide body | |
| RU2439246C1 (en) | Method of soil reinforcement | |
| CN104480956B (en) | A kind of minor diameter mold-bagged concrete pile composite foundation | |
| CN106087880B (en) | A kind of dam that 300 meter level is high and its construction technology | |
| CN102839683B (en) | Granular pile-permeable concrete stake dual compound foundation and processing method | |
| CN106012971A (en) | Vegetation concrete protection slope and construction method thereof | |
| CN106869153B (en) | A kind of method of the quick soft soil foundation treatment of well-points dewatering | |
| KR20020022446A (en) | Repairing method of earth-fill dam | |
| CN101886385B (en) | Construction process of long-auger jet-grouting mixing curtain pile | |
| CN108316237B (en) | Revetment retaining wall | |
| CN206625207U (en) | A kind of collapsible loess foundation rubble frame structure reinforcement system | |
| CN102561368B (en) | Flexible supporting construction of pre-compaction reinforced soil piece |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| CB03 | Change of inventor or designer information |
Inventor after: Zheng Duo Inventor after: Zhou Jiyuan Inventor after: Wang Xianguo Inventor after: Hu Wei Inventor after: Zhang Ziwen Inventor after: Zheng Minwen Inventor after: Zhang Chunhai Inventor after: Lu Jia Inventor before: Zheng Duo Inventor before: Zhou Jiyuan Inventor before: Wang Xianguo Inventor before: Yang Jinliang Inventor before: Zhang Chunhai Inventor before: Lu Jia |
|
| CB03 | Change of inventor or designer information | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |