CN102584072A - No. 0 colloidal crystal special for shrinkage-free large flow state cement mortar and cement mortar - Google Patents
No. 0 colloidal crystal special for shrinkage-free large flow state cement mortar and cement mortar Download PDFInfo
- Publication number
- CN102584072A CN102584072A CN2012100360224A CN201210036022A CN102584072A CN 102584072 A CN102584072 A CN 102584072A CN 2012100360224 A CN2012100360224 A CN 2012100360224A CN 201210036022 A CN201210036022 A CN 201210036022A CN 102584072 A CN102584072 A CN 102584072A
- Authority
- CN
- China
- Prior art keywords
- cement mortar
- weight part
- special
- weight parts
- cement slurry
- 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
Links
- 239000011083 cement mortar Substances 0.000 title abstract 9
- 239000013078 crystal Substances 0.000 title abstract 4
- 239000000843 powder Substances 0.000 claims abstract description 10
- OYPRJOBELJOOCE-UHFFFAOYSA-N Calcium Chemical compound [Ca] OYPRJOBELJOOCE-UHFFFAOYSA-N 0.000 claims abstract description 8
- KGBXLFKZBHKPEV-UHFFFAOYSA-N boric acid Chemical compound OB(O)O KGBXLFKZBHKPEV-UHFFFAOYSA-N 0.000 claims abstract description 8
- 239000004327 boric acid Substances 0.000 claims abstract description 8
- 229910052791 calcium Inorganic materials 0.000 claims abstract description 8
- 239000011575 calcium Substances 0.000 claims abstract description 8
- 239000003638 chemical reducing agent Substances 0.000 claims abstract description 8
- 239000010881 fly ash Substances 0.000 claims abstract description 8
- XGZVUEUWXADBQD-UHFFFAOYSA-L lithium carbonate Chemical compound [Li+].[Li+].[O-]C([O-])=O XGZVUEUWXADBQD-UHFFFAOYSA-L 0.000 claims abstract description 8
- 239000004568 cement Substances 0.000 claims description 42
- 239000002002 slurry Substances 0.000 claims description 31
- 239000003292 glue Substances 0.000 claims description 24
- 239000000126 substance Substances 0.000 claims description 17
- FEWJPZIEWOKRBE-JCYAYHJZSA-N Dextrotartaric acid Chemical compound OC(=O)[C@H](O)[C@@H](O)C(O)=O FEWJPZIEWOKRBE-JCYAYHJZSA-N 0.000 claims description 7
- 229920005646 polycarboxylate Polymers 0.000 claims description 7
- 229940095064 tartrate Drugs 0.000 claims description 7
- 230000008602 contraction Effects 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 9
- 238000012856 packing Methods 0.000 abstract description 9
- 238000003756 stirring Methods 0.000 abstract description 9
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 5
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 abstract description 4
- 238000002360 preparation method Methods 0.000 abstract description 4
- VYZAMTAEIAYCRO-UHFFFAOYSA-N Chromium Chemical compound [Cr] VYZAMTAEIAYCRO-UHFFFAOYSA-N 0.000 abstract description 2
- 229910052804 chromium Inorganic materials 0.000 abstract description 2
- 239000011651 chromium Substances 0.000 abstract description 2
- 229910052742 iron Inorganic materials 0.000 abstract description 2
- 239000011148 porous material Substances 0.000 abstract description 2
- FEWJPZIEWOKRBE-UHFFFAOYSA-N Tartaric acid Natural products [H+].[H+].[O-]C(=O)C(O)C(O)C([O-])=O FEWJPZIEWOKRBE-UHFFFAOYSA-N 0.000 abstract 1
- 229910052808 lithium carbonate Inorganic materials 0.000 abstract 1
- 230000001737 promoting effect Effects 0.000 abstract 1
- 235000002906 tartaric acid Nutrition 0.000 abstract 1
- 239000011975 tartaric acid Substances 0.000 abstract 1
- 239000000463 material Substances 0.000 description 7
- 238000002156 mixing Methods 0.000 description 6
- 239000002985 plastic film Substances 0.000 description 6
- 229920006255 plastic film Polymers 0.000 description 6
- 238000004873 anchoring Methods 0.000 description 4
- 239000003795 chemical substances by application Substances 0.000 description 4
- 239000002655 kraft paper Substances 0.000 description 3
- 239000000203 mixture Substances 0.000 description 3
- 238000009423 ventilation Methods 0.000 description 3
- 239000000654 additive Substances 0.000 description 2
- 230000000996 additive effect Effects 0.000 description 2
- 230000006835 compression Effects 0.000 description 2
- 238000007906 compression Methods 0.000 description 2
- 230000009970 fire resistant effect Effects 0.000 description 2
- 238000012423 maintenance Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 239000004570 mortar (masonry) Substances 0.000 description 2
- 239000007858 starting material Substances 0.000 description 2
- 238000004026 adhesive bonding Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000000919 ceramic Substances 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
Landscapes
- Curing Cements, Concrete, And Artificial Stone (AREA)
Abstract
The invention discloses a No. 0 colloidal crystal special for shrinkage-free large flow state cement mortar. The colloidal crystal comprises 1 to 4 weight parts of lithium carbonate, 3 to 10 weight parts of polycarboxylic water reducing agent, 4 to 14 weight parts of boric acid, 0.5 to 1 weight part of tartaric acid, 6 to 11 weight parts of calcium sulfoaluminate powder and 67 to 80 weight parts of fly ash. A preparation method for the colloidal crystal comprises the following steps of: (a), stirring; (b), packing; and (c), storing. By adopting a unique proportion, the early strength of the cement mortar is quickly promoted, and the promoting time is 1 to 3 hours; the cement mortar can adapt to special environments such as iron, chromium and the like; the compactness is improved, and pores are reduced; the cement mortar is good in flowability, low in slump degree, micro-expansive and shrinkage-free; and the final compressive strength of the cement mortar is improved from C40 to C55, the low-temperature construction performance of the cement mortar is improved, and the cement mortar can be normally constructed in an environment of 10-15 DEG C below zero.
Description
Technical field
The present invention relates to cement specialist additive technical field, especially relate to a kind of nothing and shrink special-purpose 0# glue crystalline substance of big fluidised form sand-cement slurry and sand-cement slurry.
Background technology
In the prior art; Cement adds water and stirs back one-tenth slurry; Can materials such as sand, stone securely gluing be maximum a kind of material of construction and the engineering materials of usage quantity in the ceramic together, be widely used in building, water conservancy, road, oil, chemical industry and the military engineering.
But, sand-cement slurry under than the high viscosity state, be difficult to keep fluidised form preferably, appear at easily in the site operation and add the on the high side or improper various construction quality problems that cause of maintenance of water because of custom.And, the sand-cement slurry of existing admixture additive, its final ultimate compression strength is C40, also can only in subzero 5 ℃ environment, construct.
Summary of the invention
The present invention is intended to solve the weak point of above-mentioned prior art, and then a kind of early strength that significantly improves sand-cement slurry is provided, and avoids the nothing of construction quality problem to shrink special-purpose 0# glue crystalline substance of big fluidised form sand-cement slurry and sand-cement slurry.
The objective of the invention is to realize through following technical scheme.
It is brilliant that a kind of nothing is shunk the special-purpose 0# glue of big fluidised form sand-cement slurry, comprises the Quilonum Retard of 1-4 weight part, the polycarboxylate water-reducer of 3-10 weight part, the boric acid of 4-14 weight part, the tartrate of 0.5-1 weight part, the calcium sulphoaluminate powder of 6-11 weight part and the flyash of 67-80 weight part.
Further; It is brilliant that a kind of nothing is shunk the special-purpose 0# glue of big fluidised form sand-cement slurry, is to be mixed and made into by the Quilonum Retard of 1-3.33 weight part, the polycarboxylate water-reducer of 3-10 weight part, the boric acid of 4-13.33 weight part, the tartrate of 0.83-1 weight part, the calcium sulphoaluminate powder of 5.83-11 weight part and the flyash of 66.67-80 weight part.
A kind of admixture does not have the sand-cement slurry of shrinking the special-purpose 0# glue crystalline substance of big fluidised form sand-cement slurry, comprises 0# glue crystalline substance, cement and sandstone, and the brilliant addition content of said 0# glue is the 8-10% of cement weight.
A kind of admixture does not have the sand-cement slurry of shrinking the special-purpose 0# glue crystalline substance of big fluidised form sand-cement slurry, comprises 0# glue crystalline substance, cement and sandstone, and the brilliant addition content of said 0# glue is the 3-5% of cement weight.
A kind of preparation method who does not have the special-purpose 0# glue crystalline substance of the big fluidised form sand-cement slurry of contraction may further comprise the steps:
A. stir: put into mixing and blending machine to flyash and calcium sulphoaluminate powder by proportioning, put into Quilonum Retard, polycarboxylate water-reducer, boric acid and tartrate again, stir, it is mixed fully;
B. pack: the kraft paper plastic film bag that uses the moistureproof plastic film of liner is packing through step a mixture after being mixed;
C. store: the finished product bag after will packing is put into dry ventilation, avoids Exposure to Sunlight, guards against damp, waterproof.
Further, in said step a, the time of stirring is 5-8 minute.
Compared with prior art, beneficial effect of the present invention is: because the present invention has adopted unique proportioning, cause sand-cement slurry early strength fast lifting of the present invention, the time is 1-3 hour; Can adapt to special environment, like iron, chromium etc., improve compactness, pore reduces; Good fluidity, the slump is less, and microdilatancy does not have and shrinks; Final ultimate compression strength improves to be brought up to more than the C55 by original C 40, and the low-temperature construction performance improves, can be in subzero 10-15 ℃ environment normal construction.
The present invention has good education resistance; Under than the high viscosity state, still can keep fluidised form preferably; Effectively suppress and avoided adding the on the high side or improper various construction quality problems that cause of maintenance of water because of custom in the site operation; Simultaneously, can significantly improve early strength, final strength, flowability, micro-expansibility, education resistance ability and the low-temperature construction performance of sand-cement slurry, satisfy construction requirement.
During concrete the application, can be used for producing the sand-cement slurry of repairing material, ultra early-strength grouting material, bearing mortar, dry powder anchoring agent, railway spike anchoring agent and the requirement of fire-resistant temperature etc.
Embodiment
Below in conjunction with embodiment, specific embodiments of the invention describes in further detail.Following examples are used to explain the present invention, but are not used for limiting scope of the present invention.
Embodiment 1
The C type
It is brilliant that the nothing of present embodiment is shunk the special-purpose 0# glue of big fluidised form sand-cement slurry A type, is made up of the starting material of following weight:
Its preparation method may further comprise the steps:
A. stir: put into mixing and blending machine to 400kg flyash and 55kg calcium sulphoaluminate powder by proportioning, put into 5kg Quilonum Retard, 15kg polycarboxylate water-reducer, 20kg boric acid and 5kg tartrate again, stir, it is mixed fully;
B. pack: the kraft paper plastic film bag that uses the moistureproof plastic film of liner is packing through step a mixture after being mixed, and packing specifications is 25kg ± 0.5kg/ bag;
C. store: the finished product bag after will packing is put into dry ventilation, avoids Exposure to Sunlight, guards against damp, waterproof, and the shelf lives is 12 months.
In the present embodiment, special-purpose 0# glue crystalline substance is when specifically preparing sand-cement slurry, and its addition content is the 8-10% of cement weight.
Embodiment 2
Type B
It is brilliant that the nothing of present embodiment is shunk the special-purpose 0# glue of big fluidised form sand-cement slurry Type B, is made up of the starting material of following weight:
Its preparation method may further comprise the steps:
B. stir: put into mixing and blending machine to 400kg flyash and 35kg calcium sulphoaluminate powder by proportioning, put into 20kg Quilonum Retard, 60kg polycarboxylate water-reducer, 80kg boric acid and 5kg tartrate again, stir, it is mixed fully;
B. pack: the kraft paper plastic film bag that uses the moistureproof plastic film of liner is packing through step a mixture after being mixed, and packing specifications is 25kg ± 0.5kg/ bag;
C. store: the finished product bag after will packing is put into dry ventilation, avoids Exposure to Sunlight, guards against damp, waterproof, and the shelf lives is 12 months.
In the present embodiment, special-purpose 0# glue crystalline substance is when specifically preparing sand-cement slurry, and its addition content is the 3-5% of cement weight.
C type in the embodiment of the invention or D type when specifically using, can be used for producing the sand-cement slurry of repairing material, ultra early-strength grouting material, bearing mortar, dry powder anchoring agent, railway spike anchoring agent and the requirement of fire-resistant temperature etc.
The above only is a preferred implementation of the present invention; Should be pointed out that for those skilled in the art, under the prerequisite that does not break away from know-why of the present invention; Can also make some improvement and modification, these improve and modification also should be regarded as protection scope of the present invention.
Claims (4)
1. one kind is not had the special-purpose 0# glue crystalline substance of the big fluidised form sand-cement slurry of contraction; It is characterized in that, comprise the Quilonum Retard of 1-4 weight part, the polycarboxylate water-reducer of 3-10 weight part, the boric acid of 4-14 weight part, the tartrate of 0.5-1 weight part, the calcium sulphoaluminate powder of 6-11 weight part and the flyash of 67-80 weight part.
2. do not shrink the special-purpose 0# glue crystalline substance of big fluidised form sand-cement slurry according to having described in the claim 1; It is characterized in that, be to be mixed and made into by the Quilonum Retard of 1-3.33 weight part, the polycarboxylate water-reducer of 3-10 weight part, the boric acid of 4-13.33 weight part, the tartrate of 0.83-1 weight part, the calcium sulphoaluminate powder of 5.83-11 weight part and the flyash of 66.67-80 weight part.
3. an admixture does not have the sand-cement slurry of shrinking the special-purpose 0# glue crystalline substance of big fluidised form sand-cement slurry, it is characterized in that, comprises 0# glue crystalline substance, cement and sandstone, and the brilliant addition content of said 0# glue is the 8-10% of cement weight.
4. an admixture does not have the sand-cement slurry of shrinking the special-purpose 0# glue crystalline substance of big fluidised form sand-cement slurry, it is characterized in that, comprises 0# glue crystalline substance, cement and sandstone, and the brilliant addition content of said 0# glue is the 3-5% of cement weight.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012100360224A CN102584072A (en) | 2012-02-17 | 2012-02-17 | No. 0 colloidal crystal special for shrinkage-free large flow state cement mortar and cement mortar |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012100360224A CN102584072A (en) | 2012-02-17 | 2012-02-17 | No. 0 colloidal crystal special for shrinkage-free large flow state cement mortar and cement mortar |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN102584072A true CN102584072A (en) | 2012-07-18 |
Family
ID=46473415
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2012100360224A Pending CN102584072A (en) | 2012-02-17 | 2012-02-17 | No. 0 colloidal crystal special for shrinkage-free large flow state cement mortar and cement mortar |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN102584072A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103290915A (en) * | 2013-06-24 | 2013-09-11 | 徐金盛 | Draining mesh board perforated strainer and manufacturing method thereof |
| CN110698145A (en) * | 2019-11-27 | 2020-01-17 | 汝州郑铁三佳水泥制品有限公司 | Trapezoidal sleeper square steel micro-expansion concrete |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1709821A (en) * | 2005-06-08 | 2005-12-21 | 张振秋 | Cement-base dual-liquid slip-casting material |
| CN101648797A (en) * | 2009-06-29 | 2010-02-17 | 上海东升新材料有限公司 | Self-leveling terrace powder mortar composite |
| CN101941824A (en) * | 2010-08-10 | 2011-01-12 | 上海宝元化学建材有限公司 | Self-leveling mortar of composite cement |
| CN102249636A (en) * | 2011-05-18 | 2011-11-23 | 江苏名和集团有限公司 | Cement-based shrinkage-free grouting mortar |
-
2012
- 2012-02-17 CN CN2012100360224A patent/CN102584072A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1709821A (en) * | 2005-06-08 | 2005-12-21 | 张振秋 | Cement-base dual-liquid slip-casting material |
| CN101648797A (en) * | 2009-06-29 | 2010-02-17 | 上海东升新材料有限公司 | Self-leveling terrace powder mortar composite |
| CN101941824A (en) * | 2010-08-10 | 2011-01-12 | 上海宝元化学建材有限公司 | Self-leveling mortar of composite cement |
| CN102249636A (en) * | 2011-05-18 | 2011-11-23 | 江苏名和集团有限公司 | Cement-based shrinkage-free grouting mortar |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103290915A (en) * | 2013-06-24 | 2013-09-11 | 徐金盛 | Draining mesh board perforated strainer and manufacturing method thereof |
| CN110698145A (en) * | 2019-11-27 | 2020-01-17 | 汝州郑铁三佳水泥制品有限公司 | Trapezoidal sleeper square steel micro-expansion concrete |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN101811853B (en) | Infusion and binding material composition | |
| KR101487750B1 (en) | Eco-friendly earth anchor grout composite and eco-friendly earth anchor grout material | |
| KR101000258B1 (en) | High performance composite material for shotcrete | |
| CN103979816A (en) | Concrete expanding agent with triple expansion sources and preparation method of concrete expanding agent | |
| CN102219465A (en) | Formula design of novel cement-based insulation dry powder | |
| CN102796500A (en) | Low-hydration-heat early-strength cement for well cementation | |
| CN108558292A (en) | A kind of anti-crack concrete mixture and preparation method thereof | |
| CN104478326B (en) | A kind of pumping of prostressed duct material and preparation method thereof | |
| CN103979827B (en) | A kind of manganese slag base concrete adulterant function regulator and preparation method thereof | |
| CN102584072A (en) | No. 0 colloidal crystal special for shrinkage-free large flow state cement mortar and cement mortar | |
| CN113754366A (en) | Anti-knock and anti-impact grouting material and preparation method thereof | |
| CN105776989A (en) | Novel wet-mixed mortar | |
| CN104402283A (en) | Concrete expanding agent | |
| CN112551972A (en) | Preparation method of high-strength concrete | |
| CN104310812A (en) | Green ecological cement and production method thereof | |
| KR101636277B1 (en) | Pile grouting materials composition using light burned dolomite | |
| CN108191283B (en) | Sulphoaluminate cement composite reinforcing agent | |
| CN102617064A (en) | Dedicated colloidal crystals for non-shrink super flow state cement mortar and cement mortar | |
| CA2635925C (en) | Cement blend | |
| CN105254207A (en) | Concrete anti-cracking expanding agent | |
| CN102206072A (en) | Novel formula design for blast furnace slag-based thermal-insulation dry powder | |
| CN102211892B (en) | Mortar thickening powder and preparation method and application thereof | |
| JP2017165628A (en) | Quick hardening grout composition | |
| CN106746852A (en) | A kind of polycarboxylate water-reducer and preparation method thereof | |
| CN105731854A (en) | Shrinkage-compensating concrete expanding agent |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| ASS | Succession or assignment of patent right |
Owner name: BEIJING HUAQIAN GROUTING ENGINEERING TECHNOLOGY CO Free format text: FORMER OWNER: WEN JIANZHONG Effective date: 20140225 |
|
| TA01 | Transfer of patent application right | ||
| TA01 | Transfer of patent application right |
Effective date of registration: 20140225 Address after: 102206, No. 2, building 7, 2138 Chuangxin Road, Changping District science and Technology Park, Beijing Applicant after: Beijing Hua Qian Grouting Engineering Technology Co., Ltd. Address before: 102206 Beijing City, Changping District North Road private garden 38-06 Applicant before: Wen Jianzhong |
|
| C12 | Rejection of a patent application after its publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20120718 |