CN107973561A - A kind of method that rubber grain floats in improvement Rubber Concrete - Google Patents
A kind of method that rubber grain floats in improvement Rubber Concrete Download PDFInfo
- Publication number
- CN107973561A CN107973561A CN201711240795.3A CN201711240795A CN107973561A CN 107973561 A CN107973561 A CN 107973561A CN 201711240795 A CN201711240795 A CN 201711240795A CN 107973561 A CN107973561 A CN 107973561A
- Authority
- CN
- China
- Prior art keywords
- rubber
- concrete
- absorbent resin
- super absorbent
- quality
- 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
Classifications
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B24/00—Use of organic materials as active ingredients for mortars, concrete or artificial stone, e.g. plasticisers
- C04B24/24—Macromolecular compounds
Abstract
Improve the method that rubber grain floats in Rubber Concrete the invention discloses a kind of, by filling pulvis shape super absorbent resin in Rubber Concrete, using water suction of the super absorbent resin in Rubber Concrete and release water behavior, effective water-cement ratio when reducing Rubber Concrete mix and construction, with the situation for controlling rubber grain to float in concrete, following steps are specifically included:Super absorbent resin quality is weighed, its quality is 5 ‰ of cementitious material quality in rubber concrete;The super absorbent resin of pulvis shape and cementitious material dry mixing is uniform;Rubber Concrete each component material is put into blender and stirred uniformly;Moulding is carried out after the completion of material mix, maintenance obtains test specimen;Test specimen is cut from centre position vertical forming upper surface after conserving 48h, observes rubber grain distribution situation in section.
Description
Technical field
The present invention relates to construction material, field of civil engineering, and in particular to one kind improves rubber in Rubber Concrete
The method that particle floats.
Background technology
Rubber Concrete is to carry out rubber grain by normal concrete to substitute gathering materials for certain volume content resulting
A kind of compound phase material, its not only important in inhibiting in terms of the recycling of rubber, and rubber aggregate coagulation
Soil combines the characteristics of two kinds of materials of rubber and concrete, has in terms of material mechanical performance and endurance quality compared with normal concrete
Great changes, there is more wide application prospect.But on the other hand, since rubber grain belongs to aglite, in rubber
Rubber grain easily floats in the mix and work progress of glue aggregate concrete, has seriously affected in Rubber Concrete
Portion's homogenieity, local defect is produced after easily making concrete hardening, is left hidden danger for concrete structure durability, is shortened concrete
The service life of structure, directly hinders the popularization and application of Rubber Concrete.
The reason for generation rubber grain floats in Rubber Concrete is caused to have a variety of, numerous researchs show rubber aggregate
Water-cement ratio (ratio of water and cementitious material) is to influence the principal element that rubber grain is distributed in concrete in concrete, and with
The increase of water-cement ratio, rubber grain rising phenomenon is further obvious.
The content of the invention
The purpose of the invention is to overcome deficiency of the prior art, there is provided one kind improves rubber in Rubber Concrete
The method that glue particle floats.Using a kind of good high molecular material of water absorbing properties, change cement-based material mix and construction
Shi Youxiao water-cement ratios (disregard high molecular material and absorb part water), so as to achieve the purpose that to control rubber grain to float.
The purpose of the present invention is what is be achieved through the following technical solutions:
A kind of method that rubber grain floats in improvement Rubber Concrete, by being filled in Rubber Concrete
Pulvis shape super absorbent resin, using water suction of the super absorbent resin in Rubber Concrete and releases water behavior, reduces rubber
Effective water-cement ratio when glue aggregate concrete mix and construction, with the situation for controlling rubber grain to float in concrete, specifically
Comprise the following steps:
(1) super absorbent resin quality is weighed, its quality is 5 ‰ of cementitious material quality in rubber concrete;
(2) it is the super absorbent resin of pulvis shape and cementitious material dry mixing is uniform;
(3) Rubber Concrete each component material is put into blender and stirred uniformly;
(4) moulding is carried out after the completion of material mix, maintenance obtains test specimen;
(5) test specimen is cut from centre position vertical forming upper surface after conserving 48h, observes rubber grain distribution in section
Situation.
Compared with prior art, beneficial effect caused by technical scheme is:
The method of the present invention is to reduce rubber collection with releasing water behavior using water suction of the super absorbent resin in cement-based material
Expect concrete mixing when and construction when effective water-cement ratio, so as to improve rising phenomenon of the rubber grain in concrete, with rubber
The progress of hydrated cementitious, is maintained at the water inside super absorbent resin and gradually discharges inside glue aggregate concrete, whole mistake
Total water-cement ratio of Rubber Concrete does not change in journey, does not change Rubber Concrete match ratio and method letter
It is single.
Brief description of the drawings
Fig. 1 is that the test specimen cross-sectional scans figure that the method for the present invention obtains is not used.
Fig. 2 is the test specimen cross-sectional scans figure obtained using the method for the present invention.
Embodiment
The invention will be further described below in conjunction with the accompanying drawings.
This method can improve the situation that rubber grain floats in concrete, and preferred forms are as follows:
(1) experiment is divided into two groups, this group and control group, are denoted as A groups and B groups respectively, its match ratio data is as shown in table 1,
Each component precisely weighs;
Table 1 tests match ratio
(2) it is pulvis super absorbent resin and cementitious material dry mixing is uniform;
(3) Rubber Concrete each component material is put into blender and stirred uniformly;
(4) moulding is carried out after the completion of material mix, sample dimensions are 40mm × 40mm × 160mm;
(5) test specimen is cut from centre position vertical forming upper surface after conserving 48h, observes rubber grain distribution in section
Situation.
As depicted in figs. 1 and 2, be respectively not used and two groups of test specimen sections of A, B for being obtained using the method for the present invention as a result,
Wherein black portions are rubber grain.Significantly change it can be seen that rubber grain its floating situation after this method is handled has
It is kind.
The present invention is not limited to embodiments described above.The description to embodiment is intended to describe and says above
Bright technical scheme, above-mentioned embodiment is only schematical, is not restricted.This is not being departed from
In the case of invention objective and scope of the claimed protection, those of ordinary skill in the art may be used also under the enlightenment of the present invention
The specific conversion of many forms is made, these are belonged within protection scope of the present invention.
Claims (1)
1. a kind of improve the method that rubber grain floats in Rubber Concrete, it is characterised in that by being mixed in rubber aggregate
Pulvis shape super absorbent resin is filled in solidifying soil, using water suction of the super absorbent resin in Rubber Concrete and releases water row
For effective water-cement ratio when reducing Rubber Concrete mix and construction, is floated in concrete with to control rubber grain
Situation, specifically includes following steps:
(1) super absorbent resin quality is weighed, its quality is 5 ‰ of cementitious material quality in rubber concrete;
(2) it is the super absorbent resin of pulvis shape and cementitious material dry mixing is uniform;
(3) Rubber Concrete each component material is put into blender and stirred uniformly;
(4) moulding is carried out after the completion of material mix, maintenance obtains test specimen;
(5) test specimen is cut from centre position vertical forming upper surface after conserving 48h, observes rubber grain distribution feelings in section
Condition.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201711240795.3A CN107973561A (en) | 2017-11-30 | 2017-11-30 | A kind of method that rubber grain floats in improvement Rubber Concrete |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201711240795.3A CN107973561A (en) | 2017-11-30 | 2017-11-30 | A kind of method that rubber grain floats in improvement Rubber Concrete |
Publications (1)
Publication Number | Publication Date |
---|---|
CN107973561A true CN107973561A (en) | 2018-05-01 |
Family
ID=62008703
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201711240795.3A Pending CN107973561A (en) | 2017-11-30 | 2017-11-30 | A kind of method that rubber grain floats in improvement Rubber Concrete |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN107973561A (en) |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3963507A (en) * | 1973-05-29 | 1976-06-15 | Teijin Limited | Foam-containing slurry to make porous, inorganic construction material |
CN101863072A (en) * | 2010-06-11 | 2010-10-20 | 东南大学 | Internal curing process for improving performance of high strength and slight expansion concrete |
CN104844045A (en) * | 2015-05-08 | 2015-08-19 | 河南城建学院 | Surface treatment process of lightweight aggregate used for concrete |
CN105347724A (en) * | 2015-11-26 | 2016-02-24 | 桂林理工大学 | Preparation method for concrete inner-maintenance material in interpenetrated network structure |
-
2017
- 2017-11-30 CN CN201711240795.3A patent/CN107973561A/en active Pending
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3963507A (en) * | 1973-05-29 | 1976-06-15 | Teijin Limited | Foam-containing slurry to make porous, inorganic construction material |
CN101863072A (en) * | 2010-06-11 | 2010-10-20 | 东南大学 | Internal curing process for improving performance of high strength and slight expansion concrete |
CN104844045A (en) * | 2015-05-08 | 2015-08-19 | 河南城建学院 | Surface treatment process of lightweight aggregate used for concrete |
CN105347724A (en) * | 2015-11-26 | 2016-02-24 | 桂林理工大学 | Preparation method for concrete inner-maintenance material in interpenetrated network structure |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN106830834B (en) | Cement polymer base high-performance concrete permeable pavior brick and its manufacture method | |
CN106186965B (en) | A kind of inorganic high-performance composite materials of the resistance to punching mill of waterwork | |
CN107304117A (en) | A kind of Wind turbines tower ultrahigh-strength self-compacting clear-water concrete | |
CN110590290B (en) | Fully-recycled glass fiber reinforced plastic reinforced concrete and preparation method thereof | |
CN103613338B (en) | Inorganic artificial quartz plate and preparation technology thereof based on RPC design | |
KR101692691B1 (en) | A eco-friendly concrete retaining wall block composition and eco-friendly concrete retaining wall blocks manufactured by using the same | |
CN112374832B (en) | Recycled aggregate concrete and preparation method thereof | |
CN112645655A (en) | Green high-performance concrete and preparation method thereof | |
CN108358547A (en) | A kind of silane coupler modified diabase pervious concrete | |
CN108892450A (en) | A kind of low-shrinkage and high-strength concrete material and preparation method thereof based on drift-sand and gobi gravel | |
CN105948651A (en) | High strength polymer cement mortar with self-curing function | |
CN110818351A (en) | Plastic concrete for runner cushion layer and preparation method thereof | |
CN112592133A (en) | Flexible early-strength concrete and preparation method thereof | |
CN101935175A (en) | Surface modification method of rubber aggregate for high-fluidity cement-based material | |
CN105646767B (en) | A kind of concrete super absorbent resin epoxy-type Self-curing material and preparation method | |
CN107244851A (en) | A kind of concrete for the quartz artificial stone's waste residue that adulterates | |
CN107445548A (en) | A kind of high-performance fiber concrete of C60 strength grades and preparation method thereof | |
CN110357533A (en) | A kind of surface of concrete structure injury repair high bond strength polymer cement mortar and preparation method thereof | |
CN108191315B (en) | Concrete prepared from beach sand | |
CN109206081A (en) | A kind of nanometer of anti-leakage building concrete and preparation method | |
CN113402220A (en) | Application of waste clay brick powder in preparation of plastering mortar and preparation method thereof | |
CN109867502B (en) | Impervious iron tailing concrete and preparation method thereof | |
CN107973561A (en) | A kind of method that rubber grain floats in improvement Rubber Concrete | |
CN111892375A (en) | Construction waste recycled concrete and preparation method thereof | |
CN111233406A (en) | High polymer-based composite material for earth and rockfill dam reinforcement and preparation method thereof |
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: 20180501 |
|
RJ01 | Rejection of invention patent application after publication |