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 PDF

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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
Application number
CN201711240795.3A
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Chinese (zh)
Inventor
朱涵
王林照
段福强
郭文健
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.)
Tianjin University
Original Assignee
Tianjin University
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 Tianjin University filed Critical Tianjin University
Priority to CN201711240795.3A priority Critical patent/CN107973561A/en
Publication of CN107973561A publication Critical patent/CN107973561A/en
Pending legal-status Critical Current

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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
    • 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
    • C04B24/00Use of organic materials as active ingredients for mortars, concrete or artificial stone, e.g. plasticisers
    • C04B24/24Macromolecular 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

A kind of method that rubber grain floats in improvement Rubber Concrete
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.
CN201711240795.3A 2017-11-30 2017-11-30 A kind of method that rubber grain floats in improvement Rubber Concrete Pending CN107973561A (en)

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)

* Cited by examiner, † Cited by third party
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

Patent Citations (4)

* Cited by examiner, † Cited by third party
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

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Application publication date: 20180501

RJ01 Rejection of invention patent application after publication