CN105837107A - Underwater static crushing agent and preparation method thereof - Google Patents

Underwater static crushing agent and preparation method thereof Download PDF

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Publication number
CN105837107A
CN105837107A CN201610145091.7A CN201610145091A CN105837107A CN 105837107 A CN105837107 A CN 105837107A CN 201610145091 A CN201610145091 A CN 201610145091A CN 105837107 A CN105837107 A CN 105837107A
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China
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agent
water
underwater
preparation
underwater static
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CN201610145091.7A
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CN105837107B (en
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单宇翥
陈洋
王国鹏
陈吉素
张勇
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Qingdao Pacific Oceaneering Co.,Ltd.
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Qingdao Pacific Oceaneering Co Ltd
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    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B28/00Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
    • C04B28/02Compositions 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
    • C04B28/04Portland cements
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F42AMMUNITION; BLASTING
    • F42DBLASTING
    • F42D3/00Particular applications of blasting techniques

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  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Ceramic Engineering (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Inorganic Chemistry (AREA)
  • Materials Engineering (AREA)
  • Structural Engineering (AREA)
  • Organic Chemistry (AREA)
  • General Engineering & Computer Science (AREA)
  • Working Measures On Existing Buildindgs (AREA)
  • Curing Cements, Concrete, And Artificial Stone (AREA)

Abstract

The invention specifically relates to an underwater static crushing agent and a preparation method thereof, belonging to the technical field of soundless crushing. The underwater static crushing agent comprises, by weight, 80 to 95% of overburnt calcium oxide, 2.7 to 14.7% of Portland cement, 0.5 to 2% of calcium chloride, 2 to 3% of UWB-II type underwater nondispersible concrete flocculating agent and 0.3% of a polycarboxylate superplasticizer. The preparation method comprises a step of subjecting the above-mentioned components to dry mixing and uniform dispersion with overburnt calcium oxide with a fineness of 35 to 30 [mu]m as a main component, Portland cement as a coagulation and hardening agent, calcium chloride as an early-strength agent, the UWB-II type underwater nondispersible concrete flocculating agent as a flocculating agent and the polycarboxylate superplasticizer as a water reducing agent. An application method for the underwater static crushing agent comprises a first step of filling an injector or a polybag of a straight tube structure with pasty slurry and a second step of bringing the injector or polybag to water by a diver for underwater usage. The crushing agent and preparation method thereof are good in security, short in a construction cycle, low in construction cost and environment friendly.

Description

A kind of underwater static fracturing agent and preparation method thereof
Technical field:
The invention belongs to soundless cracking technical field, be specifically related to a kind of underwater static fracturing agent and Its preparation method, is introduced to static crushing technology in underwater performance, it is achieved Underwater Engineering quiet State crushes.
Background technology:
Static crushing technology is a kind of new fractured rock and concrete that development in recent years is got up Method, be static breaking agent is coordinated plus appropriate water after inject in big gun hole, by broken Agent self occur hydration reaction produce volumetric expansion, thus slowly, quietly by the bulbs of pressure It is applied to hole wall, medium is crushed;The static breaking agent used has another name called soundless cracking agent, its In name republic building material industry standard of China " soundless cracking agent " (standard No. JC506-2008) Defined in be " all through the high-temperature calcination inorganic compound based on calcium oxide, mix appropriate outside Add the broken pulverulent material of non-explosion with highly expanded performance that agent intergrinding is made ", Do not produce public hazards due to it, can implement quick-fried reliably at the restricted place safety of explosive blasting Broken, and in cities and towns, the various occasions such as Factory Building, machine, equipment are widely applied.Existing Static breaking agent many employings calcium oxide in technology, paraffin, Extend position etc. are main component, Such as disclosed in Chinese patent ZL201310368514.8 a kind of coordinate that hidden hole drilling uses quiet State cracking agent, a kind of static breaking agent disclosed in Chinese patent ZL201410039857.4, in The compositions of a kind of static breaking agent disclosed in state's patent ZL201110348685.5, China is specially Open a kind of static breaking agent of profit ZL200910090695.6 etc., all cannot realize in water Irrigate and do not disperse to produce powerful expansive force, and Chinese patent ZL99116548.9 is open A kind of static breaking agent and manufacture method, although composition is improved, in quick lime Add FeCl ↓ [3] and cement, but be still difficult to produce a desired effect;And put into practice at present In, underwater concrete crushes the method for employing and is the most still explosion, hydraulic drill, pneumatic pick, cuts The traditional power method such as cut, therefore to static crushing technology is introduced in Underwater Engineering project, The application devises a kind of novel underwater static fracturing agent and preparation method thereof, is become by difference The proportioning combination divided realizes static breaking agent and crushes rock and concrete under water.
Summary of the invention:
It is an object of the invention to the shortcoming overcoming prior art to exist, seeking design provides one Underwater static fracturing agent and preparation method thereof, solving current static breaking agent can not in water directly The technical barrier of static crushing concrete works.
To achieve these goals, the underwater static fracturing agent that the present invention relates to contains following weight The component of proportioning: burning calcium oxide 80-95%, portland cement 2.7-14.7%, calcium chloride 0.5-2%, UWB-II type non-dispersible underwater concrete flocculant (is the most all called for short UWB-II to wad a quilt with cotton Solidifying agent) 2-3%, polycarboxylate water-reducer 0.3%;Described burning calcium oxide refers to limestone calcination The fine and close quick lime formed after excessively.
The preparation method of the underwater static fracturing agent that the present invention relates to is: with fineness for 35-30 μ Burning calcium oxide be main component, with portland cement for condense sclerosing agent, with calcium chloride be Early strength agent, with UWB-II type non-dispersible underwater concrete flocculant as flocculant, with polycarboxylic acids Water reducer is water reducer, is 80-95%:2.7-14.7% by mentioned component according to percentage by weight: 0.5-2%:2-3%:0.3% dry mixing is i.e. configured to underwater static fracturing agent after being uniformly dispersed, and is used for The hole drilling type of body firm to coagulation great soil group is broken or swollen strong.
The first using method of the underwater static fracturing agent that the present invention relates to is: account under water according to water The 28%-32% of static breaking agent percentage by weight weighs water and underwater static fracturing agent, will weigh Good underwater static fracturing agent is poured into water, and bevelling stirring in limit is until stirring into pasty state slurry, so After pasty state slurry is poured in injection vessel, by diver with under water and by injection vessel Pasty state slurry is injected in band water cannon hole so that the water in big gun hole is extruded, then with stone or brick Block pushes down the big gun hole filled, the inspection later being carried out broken situation by diver in 24 hours.
The underwater static fracturing agent the second using method that the present invention relates to is: account under water according to water Static breaking agent percentage by weight is that the ratio of 28-32% weighs water and underwater static fracturing agent, Being poured into water by underwater static fracturing agent, bevelling stirring in limit is until stirring into pasty state slurry, then Pasty state slurry poured in the plastic bag of straight tube structure and be wound around sealing with rope, then by diver Straight tube plastic bag after sealing is loaded in big gun hole, by diver to broken feelings after 24 hours Condition checks;The diameter of the plastic bag of described straight tube structure and the diameter less than or equal to big gun hole, Length is more than the degree of depth in big gun hole.
Using burning calcium oxide as main component in the present invention, there is hydration reaction after adding water in it Cause volumetric expansion, thus be applied to hole wall slowly, quietly by the bulbs of pressure and then will mix Solidifying soil is broken;The condensation sclerosing agent portland cement added adds solidification intensity;Add Flocculation agent UWB-II flocculant be the macromolecular compound of a kind of polysaccharide, on the one hand, Particle surface current potential in mixture dispersion can be changed after UWB-II flocculant and water mix, Significantly increase the potential energy attracted between granule, make mixture thickness not disperse;On the other hand, UWB- Containing long chain macromolecule compound in II flocculant, long chain macromolecule compound and calcium oxide particle Absorption, forms stable netted knot by contact of building bridge crisscross between calcium oxide particle Structure, and macroscopically showing as cohesion so that mixture becomes thickness and irrigates in water Time do not isolate, do not disperse;The water reducer polycarboxylate water-reducer added, it is possible to ensure under water The ratio of mud suitable when static breaking agent and water generation chemical reaction and pour mobility;The most former Reason is: the UWB-II flocculant composition contained in the application so that underwater static fracturing agent with The mixture of water has cohesiveness, and during underwater grouting, its surface touches water and can increase in addition The ratio of mud causes the bulbs of pressure of cracking agent to reduce and affect crushing effect, therefore adds polycarboxylic acids Water reducer, this water reducer is a kind of anion surfactant, it is possible to by its oriented adsorption power Make cracking agent surface with the electric charge of same-sign, thus make brokenly under the effect that the same sex is repelled each other Broken dose of aqueous systems is in metastable suspended state, can make the water release in structure simultaneously Out to reach diminishing purpose;If only using mentioned component one or more as static breaking agent Add water mix time, then can occur in water dispersion run off and concrete under water can not be directly injected into In big gun hole.
The present invention compared with prior art, novelty of selecting materials, preparation technology is simple, proportioning science, Finished product expansive force is big, force of explosion is strong, demolition effect is good, and cracking time is short and safety coefficient is high, Nuisanceless, pollution-free;Safety is good, and construction period is little, and construction cost is low, environmental friendliness.
Detailed description of the invention:
Below by embodiment, the present invention made further description, but the present invention does not limit In implementation below.
Embodiment 1:
The present embodiment according to the process of weight ratio preparation underwater static fracturing agent is: by 8.3Kg Burning calcium oxide, 1.25Kg Portland cement, 0.15Kg calcium chloride, the UWB-of 0.27Kg The polycarboxylate water-reducer mixing of II flocculant and 0.03Kg, mixing is made under water after being uniformly dispersed Static breaking agent;Weigh 3Kg water with open containers, pour above-mentioned underwater static fracturing agent into Sheng In water container, bevelling stirring in limit is until in uniform pasty state serosity;Pasty state serosity is poured into injection In container, injection vessel front end band is provided with the thick plastic tube of 2cm, and plastic tube length is more than big gun hole The degree of depth, is then injected into the pasty state serosity in injection vessel in big gun hole under water by diver, Big gun hole is pushed down with fragment of brick after filling;Prepared underwater static fracturing agent can the water of static blasting Lower concrete block area is more than 1.0 square metres, and concrete block thickness is more than 40cm;Set before Po Sui Meter boring 9, aperture 45mm, drilling depth 37cm;Inject underwater static fracturing agent 24 little Shi Hou, under diver, water inspection finds that concrete block cracks, and concrete underwater static is described Crush successfully.
Embodiment 2:
According to following percentage by weight preparation underwater static fracturing agent in the present embodiment:
Described underwater static fracturing agent process for preparation is: by 14.1Kg static breaking agent, 0.405Kg Portland cement, 0.075Kg calcium chloride, the UWB-II of 0.375Kg flocculate The polycarboxylate water-reducer mixing of agent and 0.045Kg, mixing is made underwater static and is broken after being uniformly dispersed Broken dose;Weigh 4.2Kg water with open containers, pour above-mentioned underwater static fracturing agent into the appearance that is filled with water In device, bevelling stirring in limit is until in uniform pasty state serosity;Pasty state serosity is loaded straight with big gun hole In the straight tube plastic bag that footpath is suitable and with cord lock be wound around sealing, then by diver will sealing after straight Cylinder plastic bag loads in big gun hole and is compacted big gun hole with fragment of brick.
In the present embodiment, underwater static fracturing agent static blasting is underwater concrete block band reinforcing bar Net, area is more than 1.0 square metres, and concrete block thickness is more than 40cm;Before broken, design is bored 13, hole, aperture 45cm, drilling depth 37cm;Inject underwater static fracturing agent 24 hours After, under diver, water inspection finds that concrete block cracks, and illustrates that armored concrete is the most quiet State crushes successfully.
The foregoing is only the better embodiment of the present invention, protection scope of the present invention not with Above-mentioned embodiment is limited, as long as what those skilled in the art were made according to content of the present invention Equivalence change, all should include in protection scope of the present invention.

Claims (4)

1. underwater static fracturing agent and preparation method thereof, it is characterised in that containing the group of following weight proportion Point: burning calcium oxide 80-95%, portland cement 2.7-14.7%, calcium chloride 0.5-2%, UWB-II type water Lower concrete capable of not dispersing flocculant 2-3%, polycarboxylate water-reducer 0.3%;Described burning calcium oxide refers to limestone The fine and close quick lime formed after calcining excessively.
Underwater static fracturing agent the most according to claim 1 and preparation method thereof, it is characterised in that preparation Method is: with fineness be 35-30 μ burning calcium oxide as main component, with portland cement for condense hardening Agent, with calcium chloride as early strength agent, with UWB-II type non-dispersible underwater concrete flocculant as flocculant, with poly- Carboxylic acid water reducer is water reducer, is 80-95%:2.7-14.7% by mentioned component according to percentage by weight: 0.5-2%:2-3%:0.3% dry mixing is i.e. configured to underwater static fracturing agent after being uniformly dispersed, for concrete The hole drilling type of the firm body of class is broken or swollen strong.
Underwater static fracturing agent the most according to claim 1 and preparation method thereof, it is characterised in that under water The using method of static breaking agent is: the 28%-32% accounting for underwater static fracturing agent percentage by weight according to water weighs Water and underwater static fracturing agent, be poured into water load weighted underwater static fracturing agent, limit bevelling stirring until Stir into pasty state slurry, then pasty state slurry poured in injection vessel, by diver carry under water and will note Penetrate the pasty state slurry in container to be injected in band water cannon hole so that the water in big gun hole is extruded, then with stone or Fragment of brick pushes down the big gun hole filled, the inspection later being carried out broken situation by diver in 24 hours.
Underwater static fracturing agent the most according to claim 1 and preparation method thereof, it is characterised in that under water The using method of static breaking agent is: account for, according to water, the ratio that underwater static fracturing agent percentage by weight is 28-32% Example weighs water and underwater static fracturing agent, is poured into water by underwater static fracturing agent, and bevelling stirring in limit is until stirring Mix pasty state slurry, then pasty state slurry poured in the plastic bag of straight tube structure and be wound around sealing with rope, By diver, the straight tube plastic bag after sealing is loaded in big gun hole again, by diver to broken feelings after 24 hours Condition checks;The diameter of the plastic bag of described straight tube structure and the diameter less than or equal to big gun hole, length is more than The degree of depth in big gun hole.
CN201610145091.7A 2016-03-15 2016-03-15 A kind of underwater static fracturing agent and preparation method thereof Active CN105837107B (en)

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106699065A (en) * 2016-12-30 2017-05-24 仇颖超 Preparation method of static crushing agent
CN107324741A (en) * 2017-06-24 2017-11-07 常州市宝平不绣钢制品有限公司 A kind of static breaking agent and preparation method thereof
CN110374020A (en) * 2019-06-20 2019-10-25 安徽建开建设工程有限公司 Welding excision construction method and its appurtenance in reinforced concrete pile water
CN113980655A (en) * 2021-11-22 2022-01-28 安徽理工大学 Preparation method of low water-agent-ratio static breaking agent slurry

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1038801A (en) * 1989-04-08 1990-01-17 郑喜生 Low-temp quick-acting, noiseless cracking agent
CN1249289A (en) * 1999-07-19 2000-04-05 中国地质大学(武汉) Underwater static fracturing agent and its preparing process
CN104370510A (en) * 2013-08-13 2015-02-25 汪峻峰 Preparation method of high performance underwater concrete
CN104418567A (en) * 2013-08-27 2015-03-18 汪峻峰 Preparation method of submarine artificial reef

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1038801A (en) * 1989-04-08 1990-01-17 郑喜生 Low-temp quick-acting, noiseless cracking agent
CN1249289A (en) * 1999-07-19 2000-04-05 中国地质大学(武汉) Underwater static fracturing agent and its preparing process
CN104370510A (en) * 2013-08-13 2015-02-25 汪峻峰 Preparation method of high performance underwater concrete
CN104418567A (en) * 2013-08-27 2015-03-18 汪峻峰 Preparation method of submarine artificial reef

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106699065A (en) * 2016-12-30 2017-05-24 仇颖超 Preparation method of static crushing agent
CN107324741A (en) * 2017-06-24 2017-11-07 常州市宝平不绣钢制品有限公司 A kind of static breaking agent and preparation method thereof
CN110374020A (en) * 2019-06-20 2019-10-25 安徽建开建设工程有限公司 Welding excision construction method and its appurtenance in reinforced concrete pile water
CN113980655A (en) * 2021-11-22 2022-01-28 安徽理工大学 Preparation method of low water-agent-ratio static breaking agent slurry

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Effective date of registration: 20210421

Address after: 266000 6th floor, building 5, Qingdao International academician port industrial accelerator, 187 Jinshui Road, Licang District, Qingdao City, Shandong Province

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Address before: 266000 6th floor, building 5, Qingdao International academician port industrial accelerator, 187 Jinshui Road, Licang District, Qingdao City, Shandong Province

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