CN103803923B - Low strength composite mortar mixing granulated glass sphere aggregate and vegetable fibre and preparation method thereof - Google Patents

Low strength composite mortar mixing granulated glass sphere aggregate and vegetable fibre and preparation method thereof Download PDF

Info

Publication number
CN103803923B
CN103803923B CN201310728708.4A CN201310728708A CN103803923B CN 103803923 B CN103803923 B CN 103803923B CN 201310728708 A CN201310728708 A CN 201310728708A CN 103803923 B CN103803923 B CN 103803923B
Authority
CN
China
Prior art keywords
glass sphere
granulated glass
vegetable fibre
aggregate
cement
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.)
Expired - Fee Related
Application number
CN201310728708.4A
Other languages
Chinese (zh)
Other versions
CN103803923A (en
Inventor
曹万林
张玉山
叶炜
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.)
Beijing University of Technology
Original Assignee
Beijing University of Technology
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 Beijing University of Technology filed Critical Beijing University of Technology
Priority to CN201310728708.4A priority Critical patent/CN103803923B/en
Publication of CN103803923A publication Critical patent/CN103803923A/en
Application granted granted Critical
Publication of CN103803923B publication Critical patent/CN103803923B/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Curing Cements, Concrete, And Artificial Stone (AREA)

Abstract

Low strength composite mortar mixing granulated glass sphere aggregate and vegetable fibre and preparation method thereof, belongs to building material field.By cement: combined aggregate: vegetable fibre: lime putty: water with weight ratio for=1:8 ~ 12:0.12 ~ 0.80:0.8 ~ 1.3:1.2 ~ 1.5 mixing forms; Combined aggregate is granulated glass sphere and natural fine sand mixture, and wherein mass ratio shared by granulated glass sphere is 70% ~ 85%; The renewable granulated glass sphere that it is raw material that granulated glass sphere adopts with glass cullet etc., the granulated glass sphere of diameter 3.5 ~ 5mm, fine sand is natural sand, and maximum particle diameter is by 1.5mm sieve aperture; Vegetable fibre comprises the natural plant fibres that snappiness is good, retardancy is good such as hemp cut fiber, bamboo fibers, cotton stalk fiber; Lime putty is Wingdale slaking after product.The present invention has that cost is low, material environment friendly is easy to get, widely distributed, consume energy few advantage.The method is simple to operate, is easy to construction.

Description

Low strength composite mortar mixing granulated glass sphere aggregate and vegetable fibre and preparation method thereof
Technical field
The invention belongs to building material field, being specifically related to a kind of Seismic Isolation of Isolation Layer mortar for building by laying bricks or stones between country building superstructure and basis and preparation method thereof.
Background technology
Mortar, as a kind of civil engineering material, is widely used in building by laying bricks or stones, plasters or in decorative engineering in civil construction.Its main raw material is cement, sand, water and other admixture.
The principle of base isolation is to set up the very little supporting member of horizontal rigidity between basis and superstructure; the natural period of vibration of superstructure is extended; away from the predominant period of earthquake action; thus reduce earthquake action to the impact of superstructure; alleviate earthquake calamity, the safety of life and property of protection people.Although Base Isolation Technology obtains application in Highrise buildings, and has occurred various structures form, in all previous earthquake, play shock absorbing Function of reducing disaster well.But because its cost is high, complicated construction technique, is thus not suitable for promoting in the low rise buildings of villages and small towns.And in actual seismic, the damage situations of country building is the most serious often.
Therefore, research and develop a kind of shock insulation form that is economical and practical, cheap, easy construction, for quake evaluation, there is very important practice significance and social economic value.
Summary of the invention:
The object of the invention is to seek a kind of intensity be suitable for, Seismic Isolation of Isolation Layer based on the mortar that anti-shear performance is good, is applied in country building, weak to solve country building anti-seismic performance, destroys serious problem.When little shake occurs, structure and base isolation layer can rely on self shear behavior to resist earthquake action; When central shake occurs, the low strength composite mortar Seismic Isolation of Isolation Layer mixing granulated glass sphere aggregate and vegetable fibre is cut up, its shock insulation function is excited, the granulated glass sphere that the Seismic Isolation of Isolation Layer mortar cut up comprises rolls under earthquake action, rolling resistance dissipation seismic energy is relied in rolling process, reach the object of protection superstructure, to avoid causing larger earthquake to superstructure; Simultaneously in rolling process, the vegetable fibre that Seismic Isolation of Isolation Layer mortar comprises relatively can limit the rolling of granulated glass sphere on the one hand, even if also increase the resistance rolled, thus makes the power consumption effect of the more effective performance Seismic Isolation of Isolation Layer of Seismic Isolation of Isolation Layer energy; On the other hand, the vegetable fibre of Seismic Isolation of Isolation Layer admixture, while restriction granulated glass sphere rolls, can reduce integrally-built vibration amplitude, reduce the horizontal shift of structure, reach good quake evaluation object.
For achieving the above object, technical scheme of the present invention is: the low strength composite mortar mixing granulated glass sphere aggregate and vegetable fibre, it is characterized in that it is mixed together with certain proportion by combined aggregate, cement, lime putty, vegetable fibre and water, its weight ratio is cement: combined aggregate: vegetable fibre: lime putty: water=1:(8 ~ 12): (0.12 ~ 0.80): (0.8 ~ 1.3): (1.2 ~ 1.5); Combined aggregate is granulated glass sphere and natural fine sand, and wherein mass ratio shared by granulated glass sphere is 70% ~ 85%.
The renewable granulated glass sphere that it is Raw material processing that described granulated glass sphere adopts with glass cullet etc., granulated glass sphere diameter is 3.5 ~ 5mm, has starting material to be easy to get, recyclable recycling, the advantage of environmental protection, economy.
Described fine sand adopts natural river sand, and material has widely distributed, the feature conveniently selected.Fine sand maximum particle diameter is by 2.5mm sieve aperture.
Described cement is ordinary Portland cement, and strength grade is 42.5R.
Described lime putty is paste product after unslaked lime (CaO) slaking, and effective constituent is Ca (OH) 2.Slaking lime putty has increases mortar workability and water-retentivity, but does not cause remarkably influenced to mortar strength.Lime putty also can use volcanic ash, industrial slag powder etc. to substitute.
Described vegetable fibre comprises the natural plant fibres that snappiness is good, retardancy is good such as flaxen fiber (hemp cut), bamboo fibers, cotton stalk fiber.In suitable situation, described vegetable fibre should be broken for length 25mm ~ 40mm junior unit, better to play its retardation under described mortar sliding mode.
The above-mentioned preparation method mixing the low strength composite mortar of granulated glass sphere aggregate and vegetable fibre, is characterized in that it comprises the steps:
1) in each raw materials quality ratio cement: combined aggregate: vegetable fibre: lime putty: water=1:(8 ~ 12): (0.12 ~ 0.80): (0.8 ~ 1.3): (1.2 ~ 1.5), in combined aggregate, granulated glass sphere mass percent is 70% ~ 85%, the materials of described mortar of purchasing;
2) one of following method is adopted to prepare mortar: 1. combined aggregate, cement, lime putty, broken uniform vegetable fibre to be added water and stirred, the low strength composite mortar of granulated glass sphere aggregate and vegetable fibre must be mixed; 2. combined aggregate, cement, lime putty, broken uniform vegetable fibre are added water after fully stirring evenly again and stir mix the low strength composite mortar of granulated glass sphere aggregate and vegetable fibre.
The effect that fine sand and granulated glass sphere play in mortar, aggregate is filled; Lime putty also has certain hydraulicity, has cementation, replaces certain cement, saves cement consumption, reduces the delamination degree of mortar simultaneously and improves its water-retentivity.
Compared with existing goods mortar, the present invention has following benefit fruit:
1, with granulated glass sphere for mainly to mix aggregate, achieving the recycling to discarded glass, achieve the repetition sustainable use of resource, is a kind of saving and protection to existing resource.
2, using the present invention as a kind of base isolation layer of building, have isolating affection remarkable, construction is simple, and the advantage that economic cost is little, is particularly useful for promoting in country building.
Experiment shows, use mix granulated glass sphere aggregate and vegetable fibre low strength mortar based on the house of Seismic Isolation of Isolation Layer, under earthquake action, the acceleration response of superstructure reduces 35%-58% than the acceleration response of general house, and the frequency decay of Isolating Building is much slow more than the frequency decay under general house earthquake action, and frequency decay is faster, structural seismic capacity is more weak, and structural impairment is more serious.As can be seen here, remarkable as a kind of isolated component isolating affection using the present invention
3, feed distribution extensively, environmental protection is easy to get, and low cost product, is convenient to marketing.
4, the method technique simple, be easy to construction.
Embodiment
For understanding the present invention better, specifically explain content of the present invention below in conjunction with some examples.
Embodiment 1:
Mix low strength composite mortar and the preparation method of granulated glass sphere aggregate and flaxen fiber, it comprises the steps:
1) in each raw materials quality ratio cement: combined aggregate: flaxen fiber: lime putty: water=1:8:0.12:0.8:1.2, in combined aggregate, granulated glass sphere mass ratio is 70%, obtaining each raw material percentage ratio is: cement 9.0%, sand 21.6%, granulated glass sphere 50.3%, flaxen fiber 1.1%, lime putty 7.2%, water 10.8%, take cement, fine sand, granulated glass sphere, flaxen fiber, lime putty, water;
Described fine sand adopts natural river sand, and distribution of material is extensive, conveniently selects; Fine sand maximum particle diameter is by 2.5mm sieve aperture; Fine sand technical characteristic should meet relevant art code; Sand keeps clean, takes a sample to check, can use after qualified by batch;
Described lime putty is paste product after unslaked lime (CaO) slaking, and effective constituent is Ca (OH) 2, should use after old volt fortnight after answering slaking.
Described flaxen fiber (hemp cut) requires that snappiness is good, tensile strength is excellent.In suitable situation, described flaxen fiber should be broken for length 25mm ~ 40mm junior unit, better to play its retardation under described mortar sliding mode.
2) combined aggregate, cement, lime putty, broken uniform vegetable fibre are added water to stir and obtain mixing the low strength composite mortar of granulated glass sphere aggregate and flaxen fiber.
Embodiment 2:
Mix low strength composite mortar and the preparation method of granulated glass sphere aggregate and flaxen fiber, it comprises the steps:
1) in each raw materials quality ratio cement: combined aggregate: flaxen fiber: lime putty: water=1:12:0.80:1.3:1.5, in combined aggregate, granulated glass sphere mass ratio is 85%, obtaining each raw material percentage ratio is: cement 6.1%, sand 10.9%, granulated glass sphere 61.4%, flaxen fiber 4.8%, lime putty 7.8%, water 9.0%, take cement, fine sand, granulated glass sphere, flaxen fiber, lime putty, water;
Described fine sand adopts natural river sand, and distribution of material is extensive, conveniently selects; Fine sand maximum particle diameter is by 2.5mm sieve aperture; Fine sand technical characteristic should meet relevant art code; Sand keeps clean, takes a sample to check, can use after qualified by batch;
Described lime putty is paste product after unslaked lime (CaO) slaking, and effective constituent is Ca (OH) 2, should use after old volt fortnight after answering slaking.
Described flaxen fiber (hemp cut) requires that snappiness is good, tensile strength is excellent.In suitable situation, described flaxen fiber should be broken for length 25mm ~ 40mm junior unit, better to play its retardation under described mortar sliding mode.
2) combined aggregate, cement, lime putty, broken uniform flaxen fiber are added water after fully stirring evenly again stir mix the low strength composite mortar of granulated glass sphere aggregate and flaxen fiber.
Embodiment 3:
Mix low strength composite mortar and the preparation method of granulated glass sphere aggregate and flaxen fiber, it comprises the steps:
1) in each raw materials quality ratio cement: combined aggregate: flaxen fiber: lime putty: water=1:10:0.30:1.1:1.4, in combined aggregate, granulated glass sphere mass ratio is 80%, obtaining each raw material percentage ratio is: cement 7.2%, sand 14.5%, granulated glass sphere 58.0%, flaxen fiber 2.2%, lime putty 8.0%, water 10.1%, take cement, fine sand, granulated glass sphere, flaxen fiber, lime putty, water;
Described fine sand adopts natural river sand, and distribution of material is extensive, conveniently selects; Fine sand maximum particle diameter is by 2.5mm sieve aperture; Fine sand technical characteristic should meet relevant art code; Sand keeps clean, takes a sample to check, can use after qualified by batch;
Described lime putty is paste product after unslaked lime (CaO) slaking, and effective constituent is Ca (OH) 2, should use after old volt fortnight after answering slaking.
Described flaxen fiber (hemp cut) requires that snappiness is good, tensile strength is excellent.In suitable situation, described flaxen fiber should be broken for length 25mm ~ 40mm junior unit, better to play its retardation under described mortar sliding mode.
2) combined aggregate, cement, lime putty, broken uniform flaxen fiber are added water after fully stirring evenly again stir mix the low strength composite mortar of granulated glass sphere aggregate and flaxen fiber.
Embodiment 4:
Mix low strength composite mortar and the preparation method of granulated glass sphere aggregate and bamboo fibers, it comprises the steps:
1) in each raw materials quality ratio cement: combined aggregate: bamboo fibers: lime putty: water=1:9:0.14:0.9:1.3, in combined aggregate, granulated glass sphere mass ratio is 78%, obtaining each raw material percentage ratio is: cement 8.1%, sand 16.0%, granulated glass sphere 56.9%, bamboo fibers 1.1%, lime putty 7.3%, water 10.6%, take cement, fine sand, granulated glass sphere, bamboo fibers, lime putty, water;
Described fine sand adopts natural river sand, and distribution of material is extensive, conveniently selects; Fine sand maximum particle diameter is by 2.5mm sieve aperture; Fine sand technical characteristic should meet relevant art code; Sand keeps clean, takes a sample to check, can use after qualified by batch;
Described lime putty is paste product after unslaked lime (CaO) slaking, and effective constituent is Ca (OH) 2, should use after old volt fortnight after answering slaking.
Described bamboo fibers requires that snappiness is good, tensile strength is excellent.In suitable situation, described bamboo fibers should be broken for length 25mm ~ 40mm junior unit, better to play its retardation under described mortar sliding mode.
2) combined aggregate, cement, lime putty, broken evenly bamboo fibers are added water after fully stirring evenly again stir mix the low strength composite mortar of granulated glass sphere aggregate and bamboo fibers.
Embodiment 5:
Mix low strength composite mortar and the preparation method of granulated glass sphere aggregate and cotton stalk fiber, it comprises the steps:
1) in each raw materials quality ratio cement: combined aggregate: cotton stalk fiber: lime putty: water=1:12:0.80:1.3:1.5, in combined aggregate, granulated glass sphere mass ratio is 85%, obtaining each raw material percentage ratio is: cement 6.1%, sand 10.9%, granulated glass sphere 61.4%, cotton stalk fiber 4.8%, lime putty 7.8%, water 9.0%, take cement, fine sand, granulated glass sphere, cotton stalk fiber, lime putty, water;
Described fine sand adopts natural river sand, and distribution of material is extensive, conveniently selects; Fine sand maximum particle diameter is by 2.5mm sieve aperture; Fine sand technical characteristic should meet relevant art code; Sand keeps clean, takes a sample to check, can use after qualified by batch;
Described lime putty is paste product after unslaked lime (CaO) slaking, and effective constituent is Ca (OH) 2, should use after old volt fortnight after answering slaking.
Described cotton stalk fiber requires that snappiness is good, tensile strength is excellent.In suitable situation, described cotton stalk fiber should be broken for length 25mm ~ 40mm junior unit, better to play its retardation under described mortar sliding mode.
2) combined aggregate, cement, lime putty, broken uniform cotton stalk fiber are added water to stir and obtain mixing the low strength composite mortar of granulated glass sphere aggregate and cotton stalk fiber.
Experiment shows, use mix granulated glass sphere aggregate and vegetable fibre low strength mortar based on the house of Seismic Isolation of Isolation Layer, under earthquake action, the acceleration response of superstructure reduces 35%-58% than the acceleration response of general house, and the frequency decay of Isolating Building is much slow more than the frequency decay under general house earthquake action, and frequency decay is faster, structural seismic capacity is more weak, and structural impairment is more serious.Be more than exemplary embodiments more of the present invention, enforcement of the present invention is not limited thereto.Each raw material cited by the present invention all can realize the present invention, and the bound value of each raw material, interval value can realize the present invention, do not enumerate embodiment at this.

Claims (5)

1. mix the low strength composite mortar of granulated glass sphere aggregate and vegetable fibre, it is characterized in that it is mixed together with certain proportion by combined aggregate, cement, lime putty, vegetable fibre and water, its mass ratio is cement: combined aggregate: vegetable fibre: lime putty: water=1:(8 ~ 12): (0.12 ~ 0.80): (0.8 ~ 1.3): (1.2 ~ 1.5); Combined aggregate is granulated glass sphere and natural fine sand, and wherein mass ratio shared by granulated glass sphere is 70% ~ 85%;
The renewable granulated glass sphere that it is Raw material processing that described granulated glass sphere adopts with discarded glass etc., granulated glass sphere diameter is 3.5 ~ 5mm;
Described fine sand is natural river sand, and fine sand maximum particle diameter is by 2.5mm sieve aperture;
Described vegetable fibre is flaxen fiber, bamboo fibers or cotton stalk fiber, and described vegetable fibre should be broken for length 25mm ~ 40mm junior unit.
2. the low strength composite mortar mixing granulated glass sphere aggregate and vegetable fibre according to claim 1, it is characterized in that: described cement is ordinary Portland cement, strength grade is 42.5R.
3. the low strength composite mortar mixing granulated glass sphere aggregate and vegetable fibre according to claim 1, is characterized in that: described lime putty is paste product after unslaked lime (CaO) slaking, and effective constituent is Ca (OH) 2.
4. the preparation method mixing the low strength composite mortar of granulated glass sphere aggregate and vegetable fibre according to claim 1, is characterized in that comprising the steps:
1) in each raw materials quality ratio cement: combined aggregate: vegetable fibre: lime putty: water=1:8 ~ 12:0.12 ~ 0.80:0.8 ~ 1.3:1.2 ~ 1.5, in combined aggregate, granulated glass sphere mass percent is 70% ~ 85%, purchases describedly need use material;
2) one of following method is adopted to prepare mortar: 1. combined aggregate, cement, lime putty, broken uniform vegetable fibre to be added water and stirred, the low strength composite mortar of granulated glass sphere aggregate and vegetable fibre must be mixed; 2. after combined aggregate, cement, lime putty, broken uniform vegetable fibre being stirred, then the stirring that adds water, the low strength composite mortar of granulated glass sphere aggregate and vegetable fibre must be mixed.
5. the Seismic Isolation of Isolation Layer mortar of low strength composite mortar for building by laying bricks or stones between country building superstructure and basis mixing granulated glass sphere aggregate and vegetable fibre according to claim 1.
CN201310728708.4A 2013-12-25 2013-12-25 Low strength composite mortar mixing granulated glass sphere aggregate and vegetable fibre and preparation method thereof Expired - Fee Related CN103803923B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201310728708.4A CN103803923B (en) 2013-12-25 2013-12-25 Low strength composite mortar mixing granulated glass sphere aggregate and vegetable fibre and preparation method thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201310728708.4A CN103803923B (en) 2013-12-25 2013-12-25 Low strength composite mortar mixing granulated glass sphere aggregate and vegetable fibre and preparation method thereof

Publications (2)

Publication Number Publication Date
CN103803923A CN103803923A (en) 2014-05-21
CN103803923B true CN103803923B (en) 2015-11-04

Family

ID=50701370

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201310728708.4A Expired - Fee Related CN103803923B (en) 2013-12-25 2013-12-25 Low strength composite mortar mixing granulated glass sphere aggregate and vegetable fibre and preparation method thereof

Country Status (1)

Country Link
CN (1) CN103803923B (en)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105669100A (en) * 2016-01-05 2016-06-15 河海大学 Construction waste regenerated road cushion layer concrete and preparation method thereof
CN106316227B (en) * 2016-08-01 2018-04-27 重庆市第十一中学校 Masonry structure rehabilitating historic building jointing material and preparation method
CN108821572B (en) * 2018-08-01 2021-09-24 河南登洋复合新材料技术有限公司 Basalt fiber glass ball, preparation method thereof and panel prepared from basalt fiber glass ball
CN110526661A (en) * 2019-09-18 2019-12-03 贵州西奥建筑节能科技有限公司 A kind of water-resistant type desulfurization plastering mortar
CN110526662A (en) * 2019-09-20 2019-12-03 贵州西奥建筑节能科技有限公司 A kind of high intensity ardealite plastering mortar

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102633484A (en) * 2012-03-31 2012-08-15 广东龙湖科技股份有限公司 Glass bead with honeycomb holes and tile glue with glass bead

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102633484A (en) * 2012-03-31 2012-08-15 广东龙湖科技股份有限公司 Glass bead with honeycomb holes and tile glue with glass bead

Also Published As

Publication number Publication date
CN103803923A (en) 2014-05-21

Similar Documents

Publication Publication Date Title
CN103803923B (en) Low strength composite mortar mixing granulated glass sphere aggregate and vegetable fibre and preparation method thereof
CN110255996B (en) Fly ash geopolymer concrete and preparation method thereof
CN102674730B (en) Surface treating agent of recycled aggregate and preparation method thereof
CN108558310A (en) A kind of high performance lightweight aggregate concrete and preparation method thereof adding silicon ash and polypropylene fibre
CN107200524B (en) Fiber reinforced concrete with ultrahigh strength and high bonding performance and preparation method thereof
CN103641415B (en) A kind of high-strength, cracking resistance haydite concrete and preparation method thereof
CN103553478A (en) Insulation masonry mortar for aerated concrete self-insulation building blocks in severe cold area and production method of insulation masonry mortar
CN103319128A (en) Anti-crack plaster mortar for outer wall of building and method for preparing anti-crack plaster mortar
CN104961396A (en) Fiber-reinforced combined light aggregate concrete for structures
CN106278038A (en) A kind of complete light self-insulating concrete and preparation method
CN103073238A (en) Novel wall material and preparation technology thereof
CN106186959B (en) A kind of regenerative micro powder mortar and preparation method thereof
CN104803630A (en) Geopolymer composition and geopolymer material
CN103539403A (en) High-strength concrete composite material and preparation method thereof
CN103803903B (en) Mix low strength composite mortar and the preparation method of granulated glass sphere aggregate and man-made fiber
CN102249632A (en) Heat insulation plastering mortar with waste textile fibers and preparation method thereof
CN111908882A (en) Reinforcing fiber anti-crack reinforcing steel bar sleeve grouting material and preparation method thereof
CN103408259A (en) Durable concrete used for frame columns
CN100361923C (en) Cement mortar additive
Bui et al. Effect of coconut fiber content on the mechanical properties of mortars
CN105585291A (en) Environment-friendly fiber concrete doped with montmorillonite and preparation method thereof
CN111285660A (en) Formula and processing method of fast-hardening and short-curing-period concrete
CN103693930A (en) Glass bead aggregate-doped low-strength mortar and preparation method thereof
CN103693921A (en) Light glass fiber foamed cement slat and production method thereof
CN108892430A (en) A kind of lightweight regenerated resources sound-absorbing material and preparation method thereof

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20151104

Termination date: 20201225