CN102584149A - Quick-setting cement mortar and preparation method for quick-setting cement mortar - Google Patents

Quick-setting cement mortar and preparation method for quick-setting cement mortar Download PDF

Info

Publication number
CN102584149A
CN102584149A CN2012100088719A CN201210008871A CN102584149A CN 102584149 A CN102584149 A CN 102584149A CN 2012100088719 A CN2012100088719 A CN 2012100088719A CN 201210008871 A CN201210008871 A CN 201210008871A CN 102584149 A CN102584149 A CN 102584149A
Authority
CN
China
Prior art keywords
parts
fiber
water
cement mortar
sodium sulfate
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.)
Granted
Application number
CN2012100088719A
Other languages
Chinese (zh)
Other versions
CN102584149B (en
Inventor
张荣富
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.)
China Coal Building & Installation Engineering Group Co Ltd
Original Assignee
China Coal Building & Installation Engineering Group 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 China Coal Building & Installation Engineering Group Co Ltd filed Critical China Coal Building & Installation Engineering Group Co Ltd
Priority to CN 201210008871 priority Critical patent/CN102584149B/en
Publication of CN102584149A publication Critical patent/CN102584149A/en
Application granted granted Critical
Publication of CN102584149B publication Critical patent/CN102584149B/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

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

Abstract

The invention relates to quick-setting cement mortar. The quick-setting cement mortar is a liquid mixture prepared from sulphate aluminium cement, butadiene styrene rubber latex, a water reducing agent, fibers, sodium sulfate, river sand and water in a certain weight ratio by a certain method. Compared with similar cement mortar, the drying time of the obtained quick-setting cement mortar is faster, the compression strength and the rupture strength are higher, the adaptability is higher and the cost is lower.

Description

A kind of rapid hardening cement mortar and preparation method thereof
 
Technical field
The present invention relates to building material field, is specifically related to a kind of construction work with rapid hardening cement mortar and preparation method thereof.
Background technology
In building material field; Quick-drying time requirement to sand-cement slurry is fewer and feweri, simultaneously, must guarantee that the cement after the rapid drying has better characteristics such as anti-intensity; Therefore, the hot issue that to seek a kind of like this rapid hardening cement mortar be building material field always.Disclosing a kind of at US5753036 is the polyacrylate modified cement of stablizer with the Z 150PH, is that 5000~45000 Z 150PH, polyacrylic ester, cement and filler constitute by molecular-weight average.CN1730908 discloses a kind of method for reinforcing and protecting to inner surface of tunnel; Improve the surface strength of inner surface of tunnel through in cement waterproofing mortar, adding ROHM emulsion and polypropylene fibre, solved crack, infiltration and the high temperature explosion problem of inner surface of tunnel.CN1483692 discloses a kind of cement concrete mixture that adds polyacrylonitrile fibre.CN1415572 discloses a kind of polymer modification mortar patching material, is made up of Portland cement or short-term strength cement, styrene-butadiene rubber(SBR), yellow soda ash, trolamine.Polymkeric substance to the sand-cement slurry modification is mainly polyacrylate emulsion, EVA emulsion or styrene-butadiene emulsion at present.Polymer emulsion can effectively improve the impervious and anti-shrinkage cracking performance of sand-cement slurry; But in the process of preparation polymer cement mortar; Because of polymkeric substance and the cement consistency is relatively poor and reason such as polymkeric substance breakdown of emulsion; Cause prolong and the intensity reduction time of coagulation of sand-cement slurry, thereby influenced the net effect of sand-cement slurry.CN102167559 discloses and has a kind ofly combined to the sand-cement slurry modification with SBR emulsion and polyaminoester emulsion.But in the process of reality, polymkeric substance and cement consistency are still undesirable, cause prolong and the intensity reduction time of coagulation of sand-cement slurry, thereby have influenced the net effect of sand-cement slurry.
On the basis of these prior aries; The present invention is to polymer-modified, water reducer, fibrous packing component further experiment; Find when adopting SBR emulsion properties-correcting agent; A kind of water reducer of new proportioning and adopt a certain proportion of conjugated fibre, its experiment effect has obvious improvement than above-mentioned effect of the prior art, and has reduced cost.
Summary of the invention
The objective of the invention is to deficiency, solve and use the problems such as rate of set that exist in the polymer modification rapid hardening cement mortar at present, a kind of rapid hardening cement mortar and preparation method thereof is provided to prior art.
The rapid hardening cement mortar that the present invention proposes is the liquid form mixt that is formed according to a certain weight ratio by materials such as aluminosulfate cement, SBR emulsion, water reducer, fiber, sodium sulfate, river sand, water.The composition of raw material comprises:
100 parts of aluminosulfate cements
SBR emulsion 5-15 part
Water reducer 2-4 part
Fiber 6-7 part
Sodium sulfate 0.1-0.5 part
River sand 60-130 part
Water 160-200 part.
The solid content of described SBR emulsion is 30-35%.
Said water reducer is a trolamine 5-10%, vinylformic acid 15-20%, sodium sulfite anhy 96 surplus.Described fiber is: fiber is the mixture of organic fibre and steel fiber, and its ratio is 2:3; Organic fibre is a vinylon, and the long 10-20mm of organic fibre, diameter are less than 45 microns, and steel fiber is the high-strength steel fiber, the long 10-20mm of steel fiber, and diameter is less than 0.20mm.
It is further preferred,
100 parts of aluminosulfate cements
SBR emulsion 10-15 part
Water reducer 3-4 part
Fiber 6-7 part
Sodium sulfate 0.3-0.5 part
River sand 100-130 part
Water 160-200 part.
Further be preferably
100 parts of aluminosulfate cements
SBR emulsion 10-15 part
Water reducer 3-4 part
Fiber 6-7 part
Sodium sulfate 0.3-0.5 part
River sand 100-130 part
Water 160-200 part.
The preparation method of described above-mentioned rapid hardening cement mortar is characterized in that comprising the steps:
(1) according to above-mentioned ratio, takes by weighing aluminosulfate cement, water reducer, fiber and river sand, thorough mixing.
(2) take by weighing SBR emulsion, sodium sulfate, water again, the material in step (1) adds under whipped state gradually, and thorough mixing constantly stirs, and forms the rapid hardening cement mortar.
Compare with existing rapid hardening cement mortar, have following advantage and effect:
1, to compare sand-cement slurry of the prior art faster time of drying for the rapid hardening cement mortar that obtains of the present invention.
2, the rapid hardening cement mortar that obtains of the present invention compare sand-cement slurry ultimate compression strength of the prior art and folding strength stronger.
3, the rapid hardening cement mortar preparation cost that obtains of the present invention is lower, and flexibility is strong.
Embodiment
The present invention is not limited to aforesaid embodiment.The present invention expands to any new feature or any new combination that discloses in this manual, and any new method or the step in the process or any new combination that disclose.
The proportioning of embodiment 1 present embodiment rapid hardening cement mortar is following:
100 parts of aluminosulfate cements
5 parts of SBR emulsions
2 parts of water reducers
7 parts of fibers
0.5 part in sodium sulfate
100 parts of river sands
160 parts in water.
Said water reducer is a trolamine 5%, vinylformic acid 20%, sodium sulfite anhy 96 surplus.Described fiber is: fiber is the mixture of Z 150PH organic fibre and steel fiber, and its ratio is 2:3; The long 10-20mm of organic fibre, diameter be less than 45 microns, the long 10-20mm of steel fiber, and diameter is less than 0.20mm.
Employed aluminosulfate cement is 42.5 quick hardening sulphoaluminate cements that Tangshan six or nine cement ltds produce, and SBR emulsion is the PR 215 type SBR emulsions of Shanghai and assistant officer Industrial Co., Ltd..
The technical target of the product that present embodiment obtains:
Figure DEST_PATH_IMAGE002A
The proportioning of embodiment 2 present embodiment rapid hardening cement mortars is following:
100 parts of aluminosulfate cements
10 parts of SBR emulsions
4 parts of water reducers
6 parts of fibers
0.3 part in sodium sulfate
120 parts of river sands
200 parts in water.
Said water reducer is a trolamine 10%, vinylformic acid 15%, sodium sulfite anhy 96 surplus.Described fiber is: fiber is the mixture of Z 150PH organic fibre and steel fiber, and its ratio is 2:3; The long 10-20mm of organic fibre, diameter be less than 45 microns, the long 10-20mm of steel fiber, and diameter is less than 0.20mm.
Employed aluminosulfate cement is 42.5 quick hardening sulphoaluminate cements that Tangshan six or nine cement ltds produce, and SBR emulsion is the PR 215 type SBR emulsions of Shanghai and assistant officer Industrial Co., Ltd..
The technical target of the product that present embodiment obtains:
Figure 2012100088719100002DEST_PATH_IMAGE004A

Claims (5)

1. rapid hardening cement mortar; It is characterized in that: this mortar is the liquid form mixt that is prepared from method according to a certain weight ratio aluminosulfate cement, SBR emulsion, water reducer, fiber, sodium sulfate, river sand, water material, and the composition of this raw material comprises:
100 parts of aluminosulfate cements
SBR emulsion 5-15 part
Water reducer 2-4 part
Fiber 6-7 part
Sodium sulfate 0.1-0.5 part
River sand 60-130 part
Water 160-200 part;
Wherein, the solid content of described SBR emulsion is 30-35%;
Said water reducer is a trolamine 5-10%, vinylformic acid 15-20%, sodium sulfite anhy 96 surplus; Described fiber is: fiber is the mixture of organic fibre and steel fiber, and its ratio is 2:3; Organic fibre is a vinylon, and the long 10-20mm of organic fibre, diameter are less than 45 microns, and steel fiber is the high-strength steel fiber, the long 10-20mm of steel fiber, and diameter is less than 0.20mm;
The preparation method of described rapid hardening cement mortar is characterized in that comprising the steps:
(1) according to above-mentioned ratio, takes by weighing aluminosulfate cement, water reducer, fiber and river sand, thorough mixing;
(2) take by weighing SBR emulsion, sodium sulfate, water again, the material in step (1) adds under whipped state gradually, and thorough mixing constantly stirs, and forms the rapid hardening cement mortar.
2. rapid hardening cement mortar as claimed in claim 1, it is characterized in that: the composition of this raw material further does
100 parts of aluminosulfate cements
SBR emulsion 10-15 part
Water reducer 3-4 part
Fiber 6-7 part
Sodium sulfate 0.3-0.5 part
River sand 100-130 part
Water 160-200 part.
3. rapid hardening cement mortar as claimed in claim 1, it is characterized in that: the composition of this raw material further does
100 parts of aluminosulfate cements
SBR emulsion 10-15 part
Water reducer 3-4 part
Fiber 6-7 part
Sodium sulfate 0.3-0.5 part
River sand 100-130 part
Water 160-200 part.
4. rapid hardening cement mortar as claimed in claim 1, it is characterized in that: the composition of this raw material further does
100 parts of aluminosulfate cements
10 parts of SBR emulsions
4 parts of water reducers
6 parts of fibers
0.3 part in sodium sulfate
120 parts of river sands
200 parts in water;
Said water reducer is a trolamine 10%, vinylformic acid 15%, sodium sulfite anhy 96 surplus;
Described fiber is: fiber is the mixture of Z 150PH organic fibre and steel fiber, and its ratio is 2:3; The long 10-20mm of organic fibre, diameter be less than 45 microns, the long 10-20mm of steel fiber, and diameter is less than 0.20mm.
5. rapid hardening cement mortar as claimed in claim 1, it is characterized in that: the composition of this raw material further does
100 parts of aluminosulfate cements
5 parts of SBR emulsions
2 parts of water reducers
7 parts of fibers
0.5 part in sodium sulfate
100 parts of river sands
160 parts in water;
Said water reducer is a trolamine 5%, vinylformic acid 20%, sodium sulfite anhy 96 surplus;
Described fiber is: fiber is the mixture of Z 150PH organic fibre and steel fiber, and its ratio is 2:3; The long 10-20mm of organic fibre, diameter be less than 45 microns, the long 10-20mm of steel fiber, and diameter is less than 0.20mm.
CN 201210008871 2012-01-12 2012-01-12 Quick-setting cement mortar and preparation method for quick-setting cement mortar Expired - Fee Related CN102584149B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201210008871 CN102584149B (en) 2012-01-12 2012-01-12 Quick-setting cement mortar and preparation method for quick-setting cement mortar

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201210008871 CN102584149B (en) 2012-01-12 2012-01-12 Quick-setting cement mortar and preparation method for quick-setting cement mortar

Publications (2)

Publication Number Publication Date
CN102584149A true CN102584149A (en) 2012-07-18
CN102584149B CN102584149B (en) 2013-06-05

Family

ID=46473490

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 201210008871 Expired - Fee Related CN102584149B (en) 2012-01-12 2012-01-12 Quick-setting cement mortar and preparation method for quick-setting cement mortar

Country Status (1)

Country Link
CN (1) CN102584149B (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103553405A (en) * 2013-10-22 2014-02-05 湖州中辰建设有限公司 Cement mortar hardener
CN103553419A (en) * 2013-10-23 2014-02-05 湖州中辰建设有限公司 Rapid cement hardening agent
CN106145814A (en) * 2016-06-28 2016-11-23 蚌埠市方阵商品混凝土有限公司 A kind of light fire-proof concrete
CN109095825A (en) * 2018-08-09 2018-12-28 安徽四建控股集团有限公司 Avoid the concrete and its processing method of early crack
CN110272231A (en) * 2019-07-18 2019-09-24 北京生态家园科技集团有限公司 A kind of quick-dry type decorative mortar and preparation method thereof

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1415572A (en) * 2002-10-16 2003-05-07 同济大学 Patching material in quick modified polymer
CN101481236A (en) * 2009-02-12 2009-07-15 重庆交通大学 Rapid patching material for cement concrete pavement faulting of slab ends and patching method thereof
CN102167559A (en) * 2011-01-28 2011-08-31 长沙理工大学 Quick-setting cement mortar and preparation method thereof

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1415572A (en) * 2002-10-16 2003-05-07 同济大学 Patching material in quick modified polymer
CN101481236A (en) * 2009-02-12 2009-07-15 重庆交通大学 Rapid patching material for cement concrete pavement faulting of slab ends and patching method thereof
CN102167559A (en) * 2011-01-28 2011-08-31 长沙理工大学 Quick-setting cement mortar and preparation method thereof

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103553405A (en) * 2013-10-22 2014-02-05 湖州中辰建设有限公司 Cement mortar hardener
CN103553419A (en) * 2013-10-23 2014-02-05 湖州中辰建设有限公司 Rapid cement hardening agent
CN103553419B (en) * 2013-10-23 2015-11-25 新昌县达科机电产品设计有限公司 The fast hard agent of a kind of cement
CN106145814A (en) * 2016-06-28 2016-11-23 蚌埠市方阵商品混凝土有限公司 A kind of light fire-proof concrete
CN109095825A (en) * 2018-08-09 2018-12-28 安徽四建控股集团有限公司 Avoid the concrete and its processing method of early crack
CN110272231A (en) * 2019-07-18 2019-09-24 北京生态家园科技集团有限公司 A kind of quick-dry type decorative mortar and preparation method thereof

Also Published As

Publication number Publication date
CN102584149B (en) 2013-06-05

Similar Documents

Publication Publication Date Title
US10457603B2 (en) Casting method for making a lightweight concrete product
Arel et al. The effects of nano-and micro-particle additives on the durability and mechanical properties of mortars exposed to internal and external sulfate attacks
JP6332988B2 (en) Refractory mortar
Suresh et al. Ground granulated blast slag (GGBS) in concrete–a review
CN110272244B (en) Crack-resistant concrete and preparation process thereof
CN102167559B (en) Quick-setting cement mortar and preparation method thereof
Khalil et al. Carbonation of ternary cementitious concrete systems containing fly ash and silica fume
CN102584149B (en) Quick-setting cement mortar and preparation method for quick-setting cement mortar
CN105271890B (en) A kind of prestress hole path pressure grouting agent and its preparation and application
CN106927759A (en) For the concrete of Overlong Concrete Structure construction
CN104556918A (en) Anti-water-dispersion, high-bonding, early-strength and micro-expansion grouting material
KR101740559B1 (en) Eco-friendly and highly durable non-shrink grout composition for pc charge and reinforcement
KR101099074B1 (en) Concrete constitution
JP5278265B2 (en) Self-healing concrete admixture, method for producing the same, and self-healing concrete material using the admixture
RU2603682C1 (en) Composition for road construction
JP7267802B2 (en) Polymer cement grout mortar for filling repair
CN104987009A (en) Nanometer non-shrinkage mortar
JP2012153577A (en) Self-recovery concrete admixture, method for manufacturing the same and self-recovery concrete material using the admixture
CN108046704A (en) It is a kind of for grouting material of railway bridge bearing and preparation method thereof
Saeed et al. Strategies to enhance the moisture-barrier qualities of concrete mixtures to improve their durability
WO2020122726A1 (en) Flexible concrete
CN106186952A (en) A kind of cold-resistant low temperature resistant waterproofing and leakage-stopping mortar and preparation method thereof
CN108101455A (en) It is a kind of for grouting material of railway bridge bearing and preparation method thereof
Hanayneh et al. Improving durability of concrete to phosphoric acid attack
CN108101454A (en) It is a kind of for grouting material of railway bridge bearing 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
C56 Change in the name or address of the patentee

Owner name: CHINA COAL BUILDING + INSTALLING ENGINEERING GROUP

Free format text: FORMER NAME: CHINA COAL BUILDING + INSTALLATION ENGINEERING GROUP CO., LTD.

CP01 Change in the name or title of a patent holder

Address after: 056002 Hebei Province, Handan city Congtai Congtai Road No. 56

Patentee after: China Coal Building & Installation Engineering Group Co., Ltd.

Address before: 056002 Hebei Province, Handan city Congtai Congtai Road No. 56

Patentee before: China Coal Building & Installation Engineering Group Co., Ltd.

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: 20130605

Termination date: 20210112