CN107793114A - A kind of mining inorganic injection composite mortar and preparation method thereof - Google Patents

A kind of mining inorganic injection composite mortar and preparation method thereof Download PDF

Info

Publication number
CN107793114A
CN107793114A CN201711161841.0A CN201711161841A CN107793114A CN 107793114 A CN107793114 A CN 107793114A CN 201711161841 A CN201711161841 A CN 201711161841A CN 107793114 A CN107793114 A CN 107793114A
Authority
CN
China
Prior art keywords
composite mortar
compound
injection composite
cement
inorganic injection
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN201711161841.0A
Other languages
Chinese (zh)
Inventor
谢雨婷
张辉
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Huainan Jiuhui Industry & Trade Co Ltd
Original Assignee
Huainan Jiuhui Industry & Trade Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Huainan Jiuhui Industry & Trade Co Ltd filed Critical Huainan Jiuhui Industry & Trade Co Ltd
Priority to CN201711161841.0A priority Critical patent/CN107793114A/en
Publication of CN107793114A publication Critical patent/CN107793114A/en
Pending legal-status Critical Current

Links

Classifications

    • 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
    • C04B28/14Compositions 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 calcium sulfate cements
    • C04B28/16Compositions 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 calcium sulfate cements containing anhydrite, e.g. Keene's cement
    • 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
    • C04B2111/00Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
    • C04B2111/20Resistance against chemical, physical or biological attack
    • 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
    • C04B2111/00Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
    • C04B2111/20Resistance against chemical, physical or biological attack
    • C04B2111/27Water resistance, i.e. waterproof or water-repellent materials
    • 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
    • C04B2111/00Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
    • C04B2111/34Non-shrinking or non-cracking materials
    • C04B2111/346Materials exhibiting reduced plastic shrinkage cracking
    • 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
    • C04B2111/00Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
    • C04B2111/76Use at unusual temperatures, e.g. sub-zero

Landscapes

  • 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)
  • Soil Conditioners And Soil-Stabilizing Materials (AREA)

Abstract

The invention provides mining inorganic injection composite mortar of the present invention, it is made up of the component of following mass percent:Dry sand 10 85%, cement 10 50%, flyash 1 20%, anhydrous gypsum 1 20% and accelerator 1 20%.Mining inorganic injection composite mortar of the present invention, rebound low, waterproof, freeze proof, anti-ice salt, not chloride, upper overhead can construct;Once construct, coating thickness can be more than 20cm;On the premise of construction quality and construction effect is ensured, shotcrete thickness is reduced, and so as to reduce labor intensity, reduces labour cost, cost-effective.Present invention also offers the preparation method of described mining inorganic injection composite mortar.

Description

A kind of mining inorganic injection composite mortar and preparation method thereof
Technical field
The invention belongs to mortar technical field, more particularly to a kind of mining inorganic injection composite mortar and its preparation side Method.
Background technology
Mining inorganic rapid hardening injection composite mortar is that one kind is used to dig up mine and tunnel, bridge road and massif are reinforced and repaiied Multiple spray furnace.Ejector principle is:By aggregate etc., other raw material stir by a certain percentage, are then charged into spraying machine, With compressed air make it is dry gather materials be sent to spray gun in suspended state in flexible pipe, then mixed at nozzle with water under high pressure, with higher Speed is ejected on scar, has the advantages of mechanical structure used is simpler, mechanical cleaning and easy troubleshooting.
Existing inorganic spray furnace includes common portland cement, quartz sand, thickener, defoamer, water reducer etc.. With construction material application variation, special typeization, the demand of high performance, existing inorganic spray furnace oneself meet through being difficult to, Because although its compression strength is high, it has poor toughness, easily shrinks, cracking, and adhesive property is bad, and early strength is low, The shortcomings of cost is high.
The content of the invention
For above-mentioned technical problem, it is an object of the invention to provide a kind of mining inorganic injection composite mortar, ensureing On the premise of construction quality and construction effect, shotcrete thickness is reduced, it is cost-effective;Present invention also offers the mining inorganic spray Penetrate the preparation method of composite mortar.
The technical solution adopted by the present invention is:
A kind of mining inorganic injection composite mortar, is made up of the component of following mass percent:Dry sand 10-85%, cement 10-50%, flyash 1-20%, anhydrous gypsum 1-20% and accelerator 1-20%.
Mining inorganic injection composite mortar of the present invention, wherein, it is made up of the component of following mass percent:Dry sand 10-50%, cement 30-50%, flyash 10-20%, anhydrous gypsum 5-10% and accelerator 5-10%.
Mining inorganic injection composite mortar of the present invention, wherein, it is made up of the component of following mass percent:Dry sand 50%th, cement 30%, flyash 10%, anhydrous gypsum 5% and accelerator 5%.
Mining inorganic injection composite mortar of the present invention, wherein, the accelerator is aluminum oxide clinker.
Mining inorganic injection composite mortar of the present invention, wherein, the cement is Portland cement.
Mining inorganic injection composite mortar of the present invention, wherein, particle diameter≤5 μm of the dry sand.
The preparation method of mining inorganic injection composite mortar of the present invention, comprises the following steps:
(1) prepare raw material by proportioning, cement and anhydrous gypsum are mixed first, obtain compound A;By flyash and dry sand Mixing, obtains compound B;
(2) the 1/3 compound A is firstly added in mixer, then adds 1/2 the compound B, Ran Houjia Enter the 1/3 compound A, add the accelerator, finally sequentially add the remaining 1/2 compound B and 1/3 The compound A, it is sufficiently stirred under normal temperature, mixing time 7-10min, mixing speed 85-95r/min;
(3) after stirring terminates, start elevator, open baiting valve, by elevator material lifting to finished bin, packing Obtain product.
The present invention uses flyash, is to utilize the potential pozzolanic activity of flyash.Pozzolanic activity, refer to silicate material Material can not only harden in atmosphere with alkali substance reaction, its products such as calcium hydroxides at a certain temperature after levigate The characteristic of hardening can also be continued in water.According to this characteristic flyash can be allowed to replace water of the raw clay as function admirable The admixture of mud and concrete.Adding coal ash replaces part of cement or fine aggregate in concrete, can not only reduce cost, and And the workability of concrete can be improved, waterproof, gas, Sulphate-resistant property and chemistry-resistant characteristic is improved, reduces aquation Heat, the resistance to elevated temperatures for improving concrete, the particle separation and bleed phenomenon that mitigates, the contraction of reduction concrete and cracking.
Beneficial effect of the present invention:
Mining inorganic injection composite mortar of the present invention, rebound low, waterproof, freeze proof, anti-ice salt, not chloride, Upper overhead it can construct;Once construct, coating thickness can be more than 20cm;On the premise of construction quality and construction effect is ensured, Shotcrete thickness is reduced, and so as to reduce labor intensity, reduces labour cost, cost-effective.
The preparation method of mining inorganic injection composite mortar of the present invention, by the way that each raw material, Ke Yiti is added portionwise The performance of high composite mortar, technique is simple, easily operated.
Embodiment
Embodiment 1
A kind of mining inorganic injection composite mortar, is made up of the component of following mass percent:Dry sand 50%, cement 30%th, flyash 10%, anhydrous gypsum 5% and accelerator 5%, the cement are Portland cement, and the accelerator is Aluminum oxide clinker.
The preparation method of mining inorganic injection composite mortar described in the present embodiment, comprises the following steps:
(1) prepare raw material by proportioning, cement and anhydrous gypsum are mixed first, obtain compound A;By flyash and dry sand Mixing, obtains compound B;
(2) the 1/3 compound A is firstly added in mixer, then adds 1/2 the compound B, Ran Houjia Enter the 1/3 compound A, add the accelerator, finally sequentially add the remaining 1/2 compound B and 1/3 The compound A, it is sufficiently stirred under normal temperature, mixing time 7min, mixing speed 85r/min;
(3) after stirring terminates, start elevator, open baiting valve, by elevator material lifting to finished bin, packing Product is obtained, main performance is:3d compression strength (Mpa):9.2;7d compression strength (Mpa):30.1;28d compression strength (Mpa):35.6.3d rupture strengths (Mpa):1.9;7d rupture strengths (Mpa):4.3;28d rupture strengths (Mpa):6.0.
Embodiment 2
A kind of mining inorganic injection composite mortar, is made up of the component of following mass percent:Dry sand 85%, cement 10%th, flyash 3%, anhydrous gypsum 1% and accelerator 1%, the cement are Portland cement, and the accelerator is aluminium Oxygen clinker.
The preparation method of mining inorganic injection composite mortar described in the present embodiment, comprises the following steps:
(1) prepare raw material by proportioning, cement and anhydrous gypsum are mixed first, obtain compound A;By flyash and dry sand Mixing, obtains compound B;
(2) the 1/3 compound A is firstly added in mixer, then adds 1/2 the compound B, Ran Houjia Enter the 1/3 compound A, add the accelerator, finally sequentially add the remaining 1/2 compound B and 1/3 The compound A, it is sufficiently stirred under normal temperature, mixing time 10min, mixing speed 85r/min;
(3) after stirring terminates, start elevator, open baiting valve, by elevator material lifting to finished bin, packing Product is obtained, main performance is:3d compression strength (Mpa):8.4;7d compression strength (Mpa):27.2;28d compression strength (Mpa):32.1.3d rupture strengths (Mpa):1.8;7d rupture strengths (Mpa):4.1;28d rupture strengths (Mpa):5.8.
Embodiment 3
A kind of mining inorganic injection composite mortar, is made up of the component of following mass percent:Dry sand 10%, cement 50%th, flyash 20%, anhydrous gypsum 10% and accelerator 10%, the cement are Portland cement, the accelerator For aluminum oxide clinker.
The preparation method of mining inorganic injection composite mortar described in the present embodiment, comprises the following steps:
(1) prepare raw material by proportioning, cement and anhydrous gypsum are mixed first, obtain compound A;By flyash and dry sand Mixing, obtains compound B;
(2) the 1/3 compound A is firstly added in mixer, then adds 1/2 the compound B, Ran Houjia Enter the 1/3 compound A, add the accelerator, finally sequentially add the remaining 1/2 compound B and 1/3 The compound A, it is sufficiently stirred under normal temperature, mixing time 7min, mixing speed 95r/min;
(3) after stirring terminates, start elevator, open baiting valve, by elevator material lifting to finished bin, packing Product is obtained, main performance is:3d compression strength (Mpa):8.9;7d compression strength (Mpa):28.7;28d compression strength (Mpa):33.5.3d rupture strengths (Mpa):1.6;7d rupture strengths (Mpa):4.1;28d rupture strengths (Mpa):5.5.
Embodiment 4
A kind of mining inorganic injection composite mortar, is made up of the component of following mass percent:Dry sand 40%, cement 19%th, flyash 1%, anhydrous gypsum 20% and accelerator 20%, the cement are Portland cement, and the accelerator is Aluminum oxide clinker.
The preparation method of mining inorganic injection composite mortar described in the present embodiment, comprises the following steps:
(1) prepare raw material by proportioning, cement and anhydrous gypsum are mixed first, obtain compound A;By flyash and dry sand Mixing, obtains compound B;
(2) the 1/3 compound A is firstly added in mixer, then adds 1/2 the compound B, Ran Houjia Enter the 1/3 compound A, add the accelerator, finally sequentially add the remaining 1/2 compound B and 1/3 The compound A, it is sufficiently stirred under normal temperature, mixing time 10min, mixing speed 95r/min;
(3) after stirring terminates, start elevator, open baiting valve, by elevator material lifting to finished bin, packing Product is obtained, main performance is:3d compression strength (Mpa):7.5;7d compression strength (Mpa):25.1;28d compression strength (Mpa):30.6.3d rupture strengths (Mpa):1.5;7d rupture strengths (Mpa):4.0;28d rupture strengths (Mpa):5.2.
Mining inorganic injection composite mortar of the present invention, spraying machine must be entered by sieving castor when in use, deposited 2h, the distance of jet hole to jet face is not to be exceeded in time:Spray top 0.8-1m, sprays wall 0.6-0.8m, blast is 0.1- at nozzle 0.2MPa, typically partly enclose the land during injection uniformly slowly mobile, screw diameter 30cm or so by the circle pressure of helical trajectory one.
The technical parameter of mining inorganic injection composite mortar of the present invention is as shown in table 1.
The inorganic technical parameter tables of data for spraying composite mortar that table 1 is mining
Project Numerical value
3d compression strength/MPa ≥7.5
7d compression strength/MPa ≥25
28d compression strength/MPa ≥30
3d rupture strengths/MPa ≥1.5
7d rupture strengths/MPa ≥4.0
28d rupture strengths/MPa ≥5.0
Setting time/min 5-10
Particle diameter/mm 0-4
Wet density/kg/m3 About 2000-2200
Construction temperature/DEG C 5-35
Water consumption About 0.13-0.15
Yield (wet mortar/dry powder)/L/Kg 19/40
Consumption/kg/m2/mm About 2
Embodiment described above is only that the preferred embodiment of the present invention is described, not to the model of the present invention Enclose and be defined, on the premise of design spirit of the present invention is not departed from, technical side of the those of ordinary skill in the art to the present invention The various modifications and improvement that case is made, it all should fall into the protection domain of claims of the present invention determination.

Claims (7)

  1. A kind of 1. mining inorganic injection composite mortar, it is characterised in that:It is made up of the component of following mass percent:Dry sand 10- 85%th, cement 10-50%, flyash 1-20%, anhydrous gypsum 1-20% and accelerator 1-20%.
  2. 2. mining inorganic injection composite mortar according to claim 1, it is characterised in that:By the group of following mass percent It is grouped into:Dry sand 10-50%, cement 30-50%, flyash 10-20%, anhydrous gypsum 5-10% and accelerator 5-10%.
  3. 3. mining inorganic injection composite mortar according to claim 1, it is characterised in that:By the group of following mass percent It is grouped into:Dry sand 50%, cement 30%, flyash 10%, anhydrous gypsum 5% and accelerator 5%.
  4. 4. mining inorganic injection composite mortar according to claim 1, it is characterised in that:The accelerator is that alumina is ripe Material.
  5. 5. mining inorganic injection composite mortar according to claim 1, it is characterised in that:The cement is normal silicate Cement.
  6. 6. the mining inorganic injection composite mortar according to claim 1-5 any one, it is characterised in that:The dry sand Particle diameter≤5 μm.
  7. 7. the preparation method of the mining inorganic injection composite mortar described in claim 1-6 any one, it is characterised in that:Including Following steps:
    (1) prepare raw material by proportioning, cement and anhydrous gypsum are mixed first, obtain compound A;Flyash and dry sand are mixed Close, obtain compound B;
    (2) the 1/3 compound A is firstly added in mixer, the 1/2 compound B is then added, then adds 1/ The 3 compound A, adds the accelerator, finally sequentially add remaining 1/2 the compound B and 1/3 it is described Compound A, it is sufficiently stirred under normal temperature, mixing time 7-10min, mixing speed 85-95r/min;
    (3) after stirring terminates, start elevator, open baiting valve, it is by elevator that material lifting to finished bin, packing is i.e. available Product.
CN201711161841.0A 2017-11-21 2017-11-21 A kind of mining inorganic injection composite mortar and preparation method thereof Pending CN107793114A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201711161841.0A CN107793114A (en) 2017-11-21 2017-11-21 A kind of mining inorganic injection composite mortar and preparation method thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201711161841.0A CN107793114A (en) 2017-11-21 2017-11-21 A kind of mining inorganic injection composite mortar and preparation method thereof

Publications (1)

Publication Number Publication Date
CN107793114A true CN107793114A (en) 2018-03-13

Family

ID=61535871

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201711161841.0A Pending CN107793114A (en) 2017-11-21 2017-11-21 A kind of mining inorganic injection composite mortar and preparation method thereof

Country Status (1)

Country Link
CN (1) CN107793114A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110981341A (en) * 2019-12-13 2020-04-10 阳泉市合泰通工贸有限公司 Mining high-strength composite mortar material and preparation method thereof

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101255693A (en) * 2008-04-17 2008-09-03 徐玉杰 Ground strengthening cement mortar rotary-spraying pile and construction method
CN102659379A (en) * 2012-04-28 2012-09-12 赵嘉珩 Quickly-cured slurry for on-site spray and construction
CN106365555A (en) * 2016-08-29 2017-02-01 中建商品混凝土(福建)有限公司 Mechanical injection wet-mixing plastering mortar and preparing method thereof

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101255693A (en) * 2008-04-17 2008-09-03 徐玉杰 Ground strengthening cement mortar rotary-spraying pile and construction method
CN102659379A (en) * 2012-04-28 2012-09-12 赵嘉珩 Quickly-cured slurry for on-site spray and construction
CN106365555A (en) * 2016-08-29 2017-02-01 中建商品混凝土(福建)有限公司 Mechanical injection wet-mixing plastering mortar and preparing method thereof

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
张露晨等: "硅灰粉煤灰对喷射混凝土性能影响", 《山东大学学报(工学版)》 *

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110981341A (en) * 2019-12-13 2020-04-10 阳泉市合泰通工贸有限公司 Mining high-strength composite mortar material and preparation method thereof

Similar Documents

Publication Publication Date Title
CN111533518B (en) Flexible spraying material for mine roadway support and preparation method and application thereof
CN108046712B (en) High-strength low-resilience-rate sprayed concrete and construction process thereof
CN111533519B (en) Flexible spraying material for tunnel roadway support and preparation method and application thereof
US6458423B1 (en) Sprayable phosphate cementitious coatings and a method and apparatus for the production thereof
US6783799B1 (en) Sprayable phosphate cementitious coatings and a method and apparatus for the production thereof
CN102372476B (en) Inorganic thermal insulation light mortar and construction method thereof
KR101370694B1 (en) Methods for applying polymer-modified wet concrete mixtures
CN103992086B (en) A kind of fire-resistant water-fast aerated bricks and preparation method thereof
CN113716915A (en) Sprayed ultrahigh-performance concrete for corrosion prevention and reinforcement
CN104343122A (en) Concrete structure protection method
CN104591681A (en) Inorganic efficient waterproof adiabatic building material and use thereof
CN101614051A (en) Water-tolerant gypsum hollow building block and production method thereof
CN105272075A (en) Fire retardant insulation dry powder mortar and preparation method thereof
CN108821683A (en) A kind of tunnel wet shot high-performance concrete material
CN113968714B (en) Aluminate cement-based spraying mortar and preparation method thereof
CN106906967B (en) A kind of construction technology of composite mortar
CN104343189A (en) Composite waterproof leaking stoppage method
CN104193388A (en) High-toughness aerated brick and preparation method thereof
CN101792300A (en) Insulation wall bricks and preparation method thereof
CN111072361A (en) Novel phosphogypsum plastering mortar and preparation method thereof
CN112125570A (en) Admixture for shotcrete and preparation method and application thereof
CN107793114A (en) A kind of mining inorganic injection composite mortar and preparation method thereof
CN109942239A (en) Extraordinary gunite concrete and preparation method thereof
CN103992082B (en) A kind of heat-resistant sound-insulation aerated bricks and preparation method thereof
CN109206116A (en) A kind of manufacturing method using industrial tailings and coal ash baking-free brick

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
RJ01 Rejection of invention patent application after publication

Application publication date: 20180313

RJ01 Rejection of invention patent application after publication