CN109098184A - The application method for the autoclase type cement mortar that foams in anchor pole or anchorage cable anchoring section - Google Patents
The application method for the autoclase type cement mortar that foams in anchor pole or anchorage cable anchoring section Download PDFInfo
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- CN109098184A CN109098184A CN201811146097.1A CN201811146097A CN109098184A CN 109098184 A CN109098184 A CN 109098184A CN 201811146097 A CN201811146097 A CN 201811146097A CN 109098184 A CN109098184 A CN 109098184A
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- cement mortar
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- 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
- E02D17/02—Foundation pits
- E02D17/04—Bordering surfacing or stiffening the sides of foundation pits
-
- 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
- C04B28/36—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 sulfur, sulfides or selenium
-
- 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
-
- 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
- C04B2111/00008—Obtaining or using nanotechnology related materials
-
- 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
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- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Chemical & Material Sciences (AREA)
- Structural Engineering (AREA)
- Ceramic Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Materials Engineering (AREA)
- Inorganic Chemistry (AREA)
- Organic Chemistry (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Piles And Underground Anchors (AREA)
Abstract
The application method of the autoclase type cement mortar that foams in anchor pole or anchorage cable anchoring section of the invention forms anchoring body by that will be added with vulcanizing agent, portland cement, fine aggregate, rubber powder, foaming agent, paraffin, microwave absorption, reinforcing agent, filler, modified flowable, the foaming autoclase type cement mortar injection anchor pole of dispersing agent or anchorage cable anchoring section periphery.When removing anchor pole or anchor cable, applying microwave field into anchoring body, cement mortar internal temperature increases rapidly, and promote foaming agent foam, deflate, fine aggregate volume expansion, and then make cement mortar spalling, voluntarily it is crushed.Since the chipping rear intensity of cement mortar is greatly lowered, so that carrying out the anchor pole or cable bolting structure of grouting anchoring using such cement mortar, convenient for removing, save the time, reduction difficulty of construction.
Description
Technical field
The invention belongs to construction cement mortar technical fields, and in particular to foam in anchor pole or anchorage cable anchoring section
The application method of autoclase type cement mortar.
Background technique
With the development of China's urban construction cause, urban population density constantly increases, urban land especially core space
The soil in domain increasingly lacks, important supplement of the underground space as urban ground space, and development is in great demand.For sufficiently benefit
Depth with Underground Space Resource, foundation pit is deeper and deeper, and anchor-pull brace technology is support, the pull-type supporting of anchor from structure stress
One kind of structural system, since it has many advantages, such as that reasonable stress, low cost, supporting stability are good, foundation construction is convenient, in depth
It is widely used in foundation pit, but it has a fatal hidden danger, as a kind of interim supporting construction, is completed in main structure
Afterwards, it will be retained in soil layer, it is very big for the influence of post city's underground space development, especially for planning under town road
Subway tunnel for be very intractable underground obstacle.Currently, someone main for the method for dismounting of anchor-pull brace technology
Work abolishes, mechanical breaking, demolition blasting and four kinds of saw cut method of rope.It is low manually to abolish method construction efficiency, excess-three kind method,
Significant shock will be formed in demolishing process, and larger impact is brought to existing structure, surrounding building and underground utilities.
Summary of the invention
In order to solve the above technical problems, the object of the present invention is to provide the autoclase type water that foams in anchor pole or anchorage cable anchoring section
The application method of cement mortar, so that the anchor pole or anchor cable solid that are perfused and are formed using such cement mortar, convenient for removing, section
It makes an appointment, reduces difficulty of construction.
The application method of the autoclase type cement mortar provided by the invention that foams in anchor pole or anchorage cable anchoring section, including it is as follows
Step:
Step 1: weighing by following component proportion: 200-250 parts of vulcanizing agent, 100-150 parts of portland cement, fine aggregate
300-350 parts, 30-45 parts of rubber powder, 5-10 parts of foaming agent, 5-15 parts of paraffin, 30-50 parts of microwave absorption, reinforcing agent 2-10
Part, is modified flowable 0.5-1.5 parts, 0.1-0.5 parts of dispersing agent at 2-10 parts of filler；
Step 2: first pouring into fine aggregate, microwave absorption in iron pan, when heating stirring is to 100~120 DEG C, by silicate
Cement, which pours into, continues to be heated with stirring to 130 DEG C；
Step 3: vulcanizing agent being added again and is heated to 135~146 DEG C, it is ensured that vulcanizing agent melts completely；
Step 4: being eventually adding remaining each component, be put into heating stirring machine and be sufficiently stirred, temperature is increased to 160 when stirring
DEG C, finally obtain foaming autoclase type cement mortar；
Step 5: carrying out anchor hole measuring work, slope construction is reinforced when digging, i.e. excavation level-one, level-one is protected, by anchor hole
The accurate measuring in position is in slope surface；
Step 6: carrying out anchor hole drilling construction, anchor hole cleaning is carried out after drilling；
Step 7: using adhesive tape by multiple microwave melt needle and anchor cable or anchor pole strong bond, and it is numbered,
And the end of microwave melt needle is all connected with and there are sufficiently long cables, to be connected with microwave ablation instrument.
Step 8: the anchor pole for being stained with microwave melt needle or anchor cable and grout pipe being put into drilling simultaneously, and anchor pole or anchor
Locating support is arranged every 1.5m in rope；
Step 9: be in the milk, stretch-draw anchor work, using made of in step 4 from fragmentation type sulfur cement mortar anchorage mortar to anchor
The anchoring section that bar or anchor cable are stained with microwave melt needle is in the milk, and microwave melt needle is tightly wrapped up wherein, reaches design to it
After intensity, tensioning is carried out using tensioning equipment jack pair anchor pole or anchor cable free end, then anchor to it using anchorage, most
Sealing off and covering anchorage afterwards；
Step 10: when needing that component is removed or destroyed, using the foaming autoclase type cement mortar perfusion
At anchoring body, successively inbuilt microwave melt needle end cable pre- in step 7 is connect with microwave ablation instrument, starts microwave ablation
Instrument, microwave melt needle will discharge frequency electromagnetic waves, inject anchoring body, keep the temperature of anchor pole or anchorage cable anchoring section cement mortar rapid
It increases, when temperature is increased to 190 DEG C or more, foaming agent foam, deflation；Fine aggregate volume expansion, mortar cracking are voluntarily broken
It is broken, it is separated between the reinforcing bar of anchor pole or the steel strand wires of anchor cable and cement mortar, that is, the steel of the reinforcing bar or anchor cable that can be taken off anchor pole twists
Line is completed to use.It is described in the application method of the invention for foaming autoclase type cement mortar in anchor pole or anchorage cable anchoring section
Fine aggregate is the pearl rock sand or vermiculite sand that the diameter without high-temperature roasting is 0.1mm-5mm.
In the application method of the invention for foaming autoclase type cement mortar in anchor pole or anchorage cable anchoring section, the microwave
Absorbent is one of hydroxy iron powder, nano iron oxide, carbon nano-tube fibre, nanometer silicon carbide fiber.
In the application method of the invention for foaming autoclase type cement mortar in anchor pole or anchorage cable anchoring section, the vulcanization
Agent is sulphur.
In the application method of the invention for foaming autoclase type cement mortar in anchor pole or anchorage cable anchoring section, the foaming
Agent is OBSH.
In the application method of the invention for foaming autoclase type cement mortar in anchor pole or anchorage cable anchoring section, the reinforcement
Agent is carbon black.
In the application method of the invention for foaming autoclase type cement mortar in anchor pole or anchorage cable anchoring section, the filling
Agent is graphite.
In the application method of the invention for foaming autoclase type cement mortar in anchor pole or anchorage cable anchoring section, the modification
Flowable is ethylene-butadiene-styrene copolymer.
In the application method of the invention for foaming autoclase type cement mortar in anchor pole or anchorage cable anchoring section, the dispersion
Agent is methyl anyl alcohol.
Foaming autoclase type cement mortar of the invention is added with vulcanizing agent, portland cement, fine aggregate, rubber powder, foaming
Agent, paraffin, microwave absorption, reinforcing agent, filler, modified flowable, dispersant component.When component needs to remove, pouring
Application microwave field in the region of autoclase type cement mortar is built, microwave absorption turns microwave energy under the action of microwave field
Change thermal energy into.Vulcanizing agent promotes cement mortar internal temperature to increase rapidly, and protects in a long time after temperature reaches fusing point
Liquid is held, provides condition for the abundant reaction of each component.When temperature is increased to 190 DEG C or more, foaming agent foam, deflation.When
When cement mortar internal temperature is increased to certain temperature, the volume of pearl rock sand or vermiculite sand can expand rapidly so that anchor pole or
Spalling occurs within a short period of time and is crushed for the mortar of anchorage cable anchoring section, so that component is saved the time, reduced convenient for removing
Difficulty of construction is suitable for promoting.
Specific embodiment
The application method of the autoclase type cement mortar that foams in anchor pole or anchorage cable anchoring section of the invention, including walk as follows
It is rapid:
Step 1: weighing by following component proportion: 200-250 parts of vulcanizing agent, 100-150 parts of portland cement, fine aggregate
300-350 parts, 30-45 parts of rubber powder, 5-10 parts of foaming agent, 5-15 parts of paraffin, 30-50 parts of microwave absorption, reinforcing agent 2-10
Part, is modified flowable 0.5-1.5 parts, 0.1-0.5 parts of dispersing agent at 2-10 parts of filler；
Step 2: first pouring into fine aggregate, microwave absorption in iron pan, when heating stirring is to 100~120 DEG C, by silicate
Cement, which pours into, continues to be heated with stirring to 130 DEG C；
Step 3: vulcanizing agent being added again and is heated to 135~146 DEG C, it is ensured that vulcanizing agent melts completely；
Step 4: being eventually adding remaining each component, be put into heating stirring machine and be sufficiently stirred, temperature is increased to 160 when stirring
DEG C, finally obtain foaming autoclase type cement mortar；
Step 5: carrying out anchor hole measuring work, slope construction is reinforced when digging, i.e. excavation level-one, level-one is protected, by anchor hole
The accurate measuring in position is in slope surface；
Step 6: carrying out anchor hole drilling construction, anchor hole cleaning is carried out after drilling；
Step 7: using adhesive tape by a certain number of microwave melt needles and anchor cable or anchor pole strong bond, and it being compiled
Number, and the end of microwave melt needle is all connected with and there are sufficiently long cables, to be connected with microwave ablation instrument.
Step 8: the anchor pole for being stained with microwave melt needle or anchor cable and grout pipe being put into drilling simultaneously, and anchor pole or anchor
Locating support is arranged every 1.5m in rope；
Step 9: be in the milk, stretch-draw anchor work, using made of in step 4 from fragmentation type sulfur cement mortar anchorage mortar to anchor
The anchoring section that bar or anchor cable are stained with microwave melt needle is in the milk, and microwave melt needle is tightly wrapped up wherein, reaches design to it
After intensity, tensioning is carried out using tensioning equipment jack pair anchor pole or anchor cable free end, then anchor to it using anchorage, most
Sealing off and covering anchorage afterwards；
Step 10: when needing that component is removed or destroyed, using the foaming autoclase type cement mortar perfusion
At anchoring body, successively inbuilt microwave melt needle end cable pre- in step 7 is connect with microwave ablation instrument, starts microwave ablation
Instrument, microwave melt needle will discharge frequency electromagnetic waves, inject anchoring body, keep the temperature of anchor pole or anchorage cable anchoring section cement mortar rapid
It increases, when temperature is increased to 190 DEG C or more, foaming agent foam, deflation；Fine aggregate volume expansion, mortar cracking are voluntarily broken
It is broken, it is separated between the reinforcing bar of anchor pole or the steel strand wires of anchor cable and cement mortar, that is, the steel of the reinforcing bar or anchor cable that can be taken off anchor pole twists
Line is completed to use.
When it is implemented, the fine aggregate is the pearl rock sand or vermiculite that the diameter without high-temperature roasting is 0.1mm-5mm
Sand.The microwave absorption is one of hydroxy iron powder, nano iron oxide, carbon nano-tube fibre, nanometer silicon carbide fiber.Institute
Stating vulcanizing agent is sulphur, and foaming agent OBSH, reinforcing agent is carbon black, and filler is graphite, and modified flowable is ethylene-fourth two
Alkene-styrol copolymer, dispersing agent are methyl anyl alcohol.
Actual density is 1850-2650kg/m after the component mixing3.Below with reference to embodiment to the present invention do into
The explanation of one step.
Use of the embodiment 1 in suspension roof support
Step 1: weighing by following component proportion: 200-250 parts of vulcanizing agent, 100-150 parts of portland cement, fine aggregate
300-350 parts, 30-45 parts of rubber powder, 5-10 parts of foaming agent, 5-15 parts of paraffin, 30-50 parts of microwave absorption, reinforcing agent 2-10
Part, is modified flowable 0.5-1.5 parts, 0.1-0.5 parts of dispersing agent at 2-10 parts of filler；
Step 2: first pouring into fine aggregate, microwave absorption in iron pan, when heating stirring is to 100~120 DEG C, by silicate
Cement, which pours into, continues to be heated with stirring to 130 DEG C；
Step 3: vulcanizing agent being added again and is heated to 135~146 DEG C, it is ensured that vulcanizing agent melts completely；
Step 4: being eventually adding remaining each component, be put into heating stirring machine and be sufficiently stirred, temperature is increased to 160 when stirring
DEG C, finally obtain foaming autoclase type cement mortar；
Step 5: carrying out anchor hole measuring work, slope construction is reinforced when digging, i.e. excavation level-one, level-one is protected, by anchor hole
The accurate measuring in position is in slope surface；
Step 6: carrying out anchor hole drilling construction, anchor hole cleaning is carried out after drilling；
Step 7: using adhesive tape by the high-strength deformed steel bar muscle strong bond of a certain number of microwave melt needles and anchor pole, and
It is numbered, and the end of microwave melt needle is all connected with and there are sufficiently long cables, to be connected with microwave ablation instrument.
Step 8: the anchor pole high-strength deformed steel bar muscle for being stained with microwave melt needle and grout pipe are put into drilling simultaneously, and
Locating support is arranged every 1.5m in anchor pole.Step 9: foaming autoclase type cement mortar manufactured in step 4 being poured into drilling, edge
Anchor pole rebar full length be in the milk, microwave melt needle is tightly wrapped up wherein, (or the stake of the other end of reinforcing bar and earth-retaining structure
Wall) it securely connects and it is anchored using anchor head, last sealing off and covering anchorage.
Step 10: when needing suspension roof support structural demolition, being formed being perfused using foaming autoclase type cement mortar
At anchorage body, successively inbuilt microwave melt needle end cable pre- in step 7 is connect with microwave ablation instrument, starts microwave
Ablatograph, microwave melt needle will discharge frequency electromagnetic waves, so that anchor rod anchored section of mortar temperature increases rapidly, when temperature increases
When to 190 DEG C or more, foaming agent foam, deflation.Fine aggregate volume expansion, mortar cracking are voluntarily crushed, the reinforcing bar and water of anchor pole
It is separated between cement mortar, is finally completed use.
Use of the embodiment 2 in prestressing anchor support
Step 1: weighing by following component proportion: 200-250 parts of vulcanizing agent, 100-150 parts of portland cement, fine aggregate
300-350 parts, 30-45 parts of rubber powder, 5-10 parts of foaming agent, 5-15 parts of paraffin, 30-50 parts of microwave absorption, reinforcing agent 2-10
Part, is modified flowable 0.5-1.5 parts, 0.1-0.5 parts of dispersing agent at 2-10 parts of filler；
Step 2: first pouring into fine aggregate, microwave absorption in iron pan, when heating stirring is to 100~120 DEG C, by silicate
Cement, which pours into, continues to be heated with stirring to 130 DEG C；
Step 3: vulcanizing agent being added again and is heated to 135~146 DEG C, it is ensured that vulcanizing agent melts completely；
Step 4: being eventually adding remaining each component, be put into heating stirring machine and be sufficiently stirred, temperature is increased to 160 when stirring
DEG C, finally obtain foaming autoclase type cement mortar；
Step 5: carrying out anchor hole measuring work, slope construction is reinforced when digging, i.e. excavation level-one, level-one is protected, by anchor hole
The accurate measuring in position is in slope surface；
Step 6: carrying out anchor hole drilling construction, anchor hole cleaning is carried out after drilling；
Step 7: using adhesive tape by the steel strand wires strong bond of a certain number of microwave melt needles and anchor cable, and it being carried out
Number, and the end of microwave melt needle is all connected with and there are sufficiently long cables, to be connected with microwave ablation instrument.
Step 8: the anchor cable steel strand wires for being stained with microwave melt needle and grout pipe are put into drilling simultaneously, and anchor cable every
Locating support is arranged in 1.5m.
Step 9: foaming autoclase type cement mortar manufactured in step 4 being poured into drilling, the anchoring to anchor cable steel strand wires
Duan Jinhang grouting, microwave melt needle is tightly wrapped up wherein, the other end of steel strand wires is reserved from earth-retaining structure (or piling wall)
It passes through in hole, after interior mortar hole to be drilled reaches design strength, is opened using tensioning equipment jack pair anchor cable free end
It draws, and it is anchored using anchor head, last sealing off and covering anchorage；
Step 9: when needing prestressing anchor support structural demolition, recycling, using the autoclase type cement mortar that foams
It is perfused at the anchor cable solid formed, successively connects inbuilt microwave melt needle end cable pre- in step 7 and microwave ablation instrument
It connects, starts microwave ablation instrument, microwave melt needle will discharge frequency electromagnetic waves, so that the mortar temperature of anchorage cable anchoring section rises rapidly
Height, when temperature is increased to 190 DEG C or more, foaming agent foam, deflation, fine aggregate volume expansion, mortar cracking, be voluntarily crushed,
It is separated between anchor cable steel strand wires and cement mortar, is finally completed use.
The foregoing is merely presently preferred embodiments of the present invention, the thought being not intended to limit the invention, all of the invention
Within spirit and principle, any modification, equivalent replacement, improvement and so on be should all be included in the protection scope of the present invention.
Claims (9)
1. the application method for the autoclase type cement mortar that foams in anchor pole or anchorage cable anchoring section, which is characterized in that including walking as follows
It is rapid:
Step 1: weighing by following component proportion: 200-250 parts of vulcanizing agent, 100-150 parts of portland cement, fine aggregate 300-
350 parts, 30-45 parts of rubber powder, 5-10 parts of foaming agent, 5-15 parts of paraffin, 30-50 parts of microwave absorption, 2-10 parts of reinforcing agent, fill out
It fills 2-10 parts of agent, be modified flowable 0.5-1.5 parts, 0.1-0.5 parts of dispersing agent；
Step 2: first pouring into fine aggregate, microwave absorption in iron pan, when heating stirring is to 100~120 DEG C, by portland cement
It pours into and continues to be heated with stirring to 130 DEG C；
Step 3: vulcanizing agent being added again and is heated to 135~146 DEG C, it is ensured that vulcanizing agent melts completely；
Step 4: it is eventually adding remaining each component, is put into heating stirring machine and is sufficiently stirred, temperature is increased to 160 DEG C when stirring,
Finally obtain foaming autoclase type cement mortar；
Step 5: carrying out anchor hole measuring work, slope construction is reinforced when digging, i.e. excavation level-one, level-one is protected, by anchor hole position
Accurate measuring is in slope surface；
Step 6: carrying out anchor hole drilling construction, anchor hole cleaning is carried out after drilling；
Step 7: using adhesive tape by multiple microwave melt needles and anchor cable or anchor pole strong bond, and it being numbered, and microwave
The end of ablation needle is all connected with and there are sufficiently long cables, to be connected with microwave ablation instrument；
Step 8: the anchor pole for being stained with microwave melt needle or anchor cable and grout pipe being put into drilling simultaneously, and anchor pole or anchor cable are every
Every 1.5m, locating support is set；
Step 9: be in the milk, stretch-draw anchor work, using made of in step 4 from fragmentation type sulfur cement mortar anchorage mortar to anchor pole or
The anchoring section that anchor cable is stained with microwave melt needle is in the milk, and microwave melt needle is tightly wrapped up wherein, reaches design strength to it
Afterwards, tensioning is carried out using tensioning equipment jack pair anchor pole or anchor cable free end, then it is anchored using anchorage, finally sealed
Anchor；
Step 10: when needing that component is removed or destroyed, in the anchoring using the foaming autoclase type cement mortar perfusion
At body, successively inbuilt microwave melt needle end cable pre- in step 7 is connect with microwave ablation instrument, starts microwave ablation instrument,
Microwave melt needle will discharge frequency electromagnetic waves, inject anchoring body, rise anchor pole or the temperature of anchorage cable anchoring section cement mortar rapidly
Height, when temperature is increased to 190 DEG C or more, foaming agent foam, deflation；Fine aggregate volume expansion, mortar cracking are voluntarily crushed,
It is separated between the reinforcing bar of anchor pole or the steel strand wires of anchor cable and cement mortar, that is, can be taken off the reinforcing bar of anchor pole or the steel strand wires of anchor cable,
It completes to use.
2. the application method for the autoclase type cement mortar that foams in anchor pole or anchorage cable anchoring section as described in claim 1, special
Sign is that the fine aggregate is the pearl rock sand or vermiculite sand that the diameter without high-temperature roasting is 0.1mm-5mm.
3. the application method for the autoclase type cement mortar that foams in anchor pole or anchorage cable anchoring section as described in claim 1, special
Sign is, the microwave absorption is hydroxy iron powder, nano iron oxide, carbon nano-tube fibre, one in nanometer silicon carbide fiber
Kind.
4. the application method for the autoclase type cement mortar that foams in anchor pole or anchorage cable anchoring section as described in claim 1, special
Sign is that the vulcanizing agent is sulphur.
5. the application method for the autoclase type cement mortar that foams in anchor pole or anchorage cable anchoring section as described in claim 1, special
Sign is, foaming agent OBSH.
6. the application method for the autoclase type cement mortar that foams in anchor pole or anchorage cable anchoring section as described in claim 1, described
Reinforcing agent is carbon black.
7. the application method for the autoclase type cement mortar that foams in anchor pole or anchorage cable anchoring section as described in claim 1, described
Filler is graphite.
8. the application method for the autoclase type cement mortar that foams in anchor pole or anchorage cable anchoring section as described in claim 1, described
Modified flowable is ethylene-butadiene-styrene copolymer.
9. the application method for the autoclase type cement mortar that foams in anchor pole or anchorage cable anchoring section as described in claim 1, described
Dispersing agent is methyl anyl alcohol.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201811146097.1A CN109098184A (en) | 2018-09-29 | 2018-09-29 | The application method for the autoclase type cement mortar that foams in anchor pole or anchorage cable anchoring section |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201811146097.1A CN109098184A (en) | 2018-09-29 | 2018-09-29 | The application method for the autoclase type cement mortar that foams in anchor pole or anchorage cable anchoring section |
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| CN109098184A true CN109098184A (en) | 2018-12-28 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN110397047A (en) * | 2019-06-25 | 2019-11-01 | 湖南工业大学 | Side slope protection stake and its slope monitoring and guard system |
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| CN101736671A (en) * | 2009-12-07 | 2010-06-16 | 长安大学 | Microwave-absorbing asphalt concrete pavement material composition |
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Application publication date: 20181228 |
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