[go: up one dir, main page]

KR101923536B1 - Substituted material composition for admixture - Google Patents

Substituted material composition for admixture Download PDF

Info

Publication number
KR101923536B1
KR101923536B1 KR1020180081116A KR20180081116A KR101923536B1 KR 101923536 B1 KR101923536 B1 KR 101923536B1 KR 1020180081116 A KR1020180081116 A KR 1020180081116A KR 20180081116 A KR20180081116 A KR 20180081116A KR 101923536 B1 KR101923536 B1 KR 101923536B1
Authority
KR
South Korea
Prior art keywords
sodium thiosulfate
admixture
weight
industrial
sulfur trioxide
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.)
Active
Application number
KR1020180081116A
Other languages
Korean (ko)
Inventor
전현수
Original Assignee
더원케미칼인터내셔널㈜
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 더원케미칼인터내셔널㈜ filed Critical 더원케미칼인터내셔널㈜
Priority to KR1020180081116A priority Critical patent/KR101923536B1/en
Application granted granted Critical
Publication of KR101923536B1 publication Critical patent/KR101923536B1/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

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
    • C04B18/00Use of agglomerated or waste materials or refuse as fillers for mortars, concrete or artificial stone; Treatment of agglomerated or waste materials or refuse, specially adapted to enhance their filling properties in mortars, concrete or artificial stone
    • C04B18/04Waste materials; Refuse
    • C04B18/0481Other specific industrial waste materials not provided for elsewhere in C04B18/00
    • 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
    • C04B22/00Use of inorganic materials as active ingredients for mortars, concrete or artificial stone, e.g. accelerators or shrinkage compensating agents
    • C04B22/06Oxides, Hydroxides
    • 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
    • C04B22/00Use of inorganic materials as active ingredients for mortars, concrete or artificial stone, e.g. accelerators or shrinkage compensating agents
    • C04B22/08Acids or salts thereof
    • C04B22/14Acids or salts thereof containing sulfur in the anion, e.g. sulfides
    • 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
    • C04B22/00Use of inorganic materials as active ingredients for mortars, concrete or artificial stone, e.g. accelerators or shrinkage compensating agents
    • C04B22/08Acids or salts thereof
    • C04B22/14Acids or salts thereof containing sulfur in the anion, e.g. sulfides
    • C04B22/142Sulfates
    • C04B22/147Alkali-metal sulfates; Ammonium sulfate
    • 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
    • C04B2201/00Mortars, concrete or artificial stone characterised by specific physical values
    • C04B2201/50Mortars, concrete or artificial stone characterised by specific physical values for the mechanical strength
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W30/00Technologies for solid waste management
    • Y02W30/50Reuse, recycling or recovery technologies
    • Y02W30/91Use of waste materials as fillers for mortars or concrete

Landscapes

  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Ceramic Engineering (AREA)
  • Materials Engineering (AREA)
  • Structural Engineering (AREA)
  • Organic Chemistry (AREA)
  • Inorganic Chemistry (AREA)
  • Environmental & Geological Engineering (AREA)
  • Civil Engineering (AREA)
  • Curing Cements, Concrete, And Artificial Stone (AREA)

Abstract

본 발명은 발연황산 제조시 발생되는 삼산화황 증기를 채집한 산업부산물을 포함하는 것을 특징으로 하는 혼화제용 치환재 조성물에 관한 것이다. The present invention relates to a replacement material composition for an admixture, which comprises an industrial by-product obtained by collecting sulfur trioxide vapor generated in the production of fuming sulfuric acid.

Description

혼화제용 치환재 조성물{Substituted material composition for admixture}[0001] Substituted material composition for admixture [

본 발명은 산업부산물을 이용하여 혼화제 중 일부를 치환하여도 분산성, 유지성, 압축강도 등을 향상시킬 수 있어 친환경적이며 경제적인 혼화제용 치환재 조성물에 관한 것이다. The present invention relates to an environmentally friendly and economical replacement material composition for an admixture, which can improve dispersibility, retainability, compressive strength and the like even when a part of the admixture is replaced with industrial byproducts.

콘크리트용 화학혼화제는 그 화학 성분에 따라 리그닌계(리그닌설폰산염), 나프탈렌계(나프탈렌 술폰산 포르말린 축합물), 멜라민계(멜라민술폰산 포르말린 축합물),및 폴리카본산계(폴리카르본산염)로 분류되어 사용되고 있다.Chemical admixtures for concrete are classified into lignin type (lignin sulfonate), naphthalene type (naphthalene sulfonic acid formalin condensate), melamine type (melamine sulfonic acid formalin condensate), and polycarbonate type (polycarboxylate) depending on the chemical composition thereof. Has been used.

리그닌계, 멜라민계 및 나프탈렌계 화학혼화제의 경우에는 감수성 및 유동성이 우수하여 고강도, 고유동 및 고내구성 콘크리트 제조가 가능하였으나, 슬럼프로스가 크다는 단점을 가지고 있다. 이에 비하여 폴리카르본산계의 화학혼화제의 경우에는 기존에 사용하던 화학혼화제에 비하여 우수한 감수성능을 발휘할 뿐만 아니라, 슬럼프 로스가 적고, 또한 우수한 혼련성을 가진다.In the case of lignin-based, melamine-based and naphthalene-based chemical admixtures, it is possible to manufacture high-strength, high-dynamic and high-durability concrete with excellent sensitivity and fluidity, but has a disadvantage of large slump loss. On the other hand, the polycarboxylic acid-based chemical admixture exhibits excellent water-reducing performance as compared with the chemical admixture used in the past, has less slump loss, and has excellent kneading ability.

한편 화학혼화제만을 첨가하는 경우 비경제적인 문제가 있어 이를 해결하기 위해 산업부산물을 이용하여 혼화제를 제조하는 방법 등에 대한 기술이 다양하게 제시되고 있는 바, 일 예로 대한민국 특허등록 제10-0754610호에서는 i) 테레프탈산 제조과정에서 발생하는 폐기물에 염기성 용액을 가하여 pH 5.0 내지 7.0으로 중화시키는 단계 및 ii) 상기 폐기물에 펜톤시약, H2O2, KMnO4, K2Cr2O7, O3 및 K2S2O8로 이루어진 군으로부터 선택되는 산화제를 첨가하여 교반함으로써 상기 폐기물을 산화시키는 단계를 포함하는 콘크리트용 분산제 제조방법에 대해서 개시하고 있다.On the other hand, in the case of adding only a chemical admixture, there are unexpected problems, and techniques for manufacturing an admixture using industrial byproducts have been proposed in various ways. For example, in Korean Patent Registration No. 10-0754610, i) Adding a basic solution to the waste generated in the production of terephthalic acid to neutralize the solution to pH 5.0 to 7.0 and ii) adding an oxidant selected from the group consisting of Fenton's reagent, H 2 O 2, KMnO 4, K 2 Cr 2 O 7, O 3 and K 2 S 2 O 8 to the waste, And oxidizing the wastes to produce a dispersion for concrete.

상기 기술의 경우 산업부산물을 이용하여 친환경적이면서 경제적인 잇점은 있으나 단순히 분산에 초점이 맞춰진 것으로 이외에 강도 등의 면에서도 물성을 향상시킬 수 있는 혼화제의 치환재 개발의 필요성이 있다. In the case of the above-mentioned technology, there is a need to develop a replacement material of an admixture which can improve physical properties in terms of strength and the like, besides merely focusing on dispersion, although it has advantages of being environmentally friendly and economical using industrial byproducts.

대한민국 특허등록 제10-0754610호Korean Patent Registration No. 10-0754610

따라서, 본 발명은 산업부산물을 이용하면서도 분산성, 유지성 등은 물론 강도면에서도 유리한 효과가 발현될 수 있는 혼화제 치환재를 제공하고자 함이다. Accordingly, it is an object of the present invention to provide an admixture replacement material which can exhibit advantageous effects in terms of dispersibility, maintainability, and strength, while using industrial byproducts.

상기 목적을 달성하기 위해 본 발명의 혼화제용 치환재 조성물은, 발연황산 제조시 발생되는 삼산화황 증기를 채집한 산업부산물을 포함하는 것을 특징으로 한다. In order to achieve the above object, the replacement material composition for an admixture of the present invention is characterized by including industrial by-products obtained by collecting sulfur trioxide vapor generated in the production of fuming sulfuric acid.

하나의 예로 티오황산나트륨을 가열하여 얻어지는 개질 티오황산나트륨이 더 포함되는 것을 특징으로 한다. One example is further characterized by comprising modified sodium thiosulfate obtained by heating sodium thiosulfate.

하나의 예로 상기 개질 티오황산나트륨에는 황산나트륨(Na2SO4), 황화나트륨(Na2S), 이산화황(SO2) 및 물(H2O)이 포함되는 것을 특징으로 한다. As one example, the modified sodium thiosulfate includes sodium sulfate (Na 2 SO 4 ), sodium sulfide (Na 2 S), sulfur dioxide (SO 2 ), and water (H 2 O).

하나의 예로 고형분비 100중량%를 기준으로 발연황산 제조시 발생되는 삼산화황 증기를 채집한 산업부산물 5 내지 30중량%; 티오황산나트륨을 가열하여 얻어지는 개질 티오황산나트륨 20 내지 90중량%; 분산제, 유기계 안정화제, 무기계 안정화제로 이루어지는 그룹으로부터 선택되는 하나 이상 0.5 내지 10중량%를 포함하는 것을 특징으로 한다. As an example, 5 to 30% by weight of industrial by-products collected from sulfur trioxide vapor generated in the production of fuming sulfuric acid based on 100% by weight of solid content; 20 to 90% by weight of modified sodium thiosulfate obtained by heating sodium thiosulfate; At least one selected from the group consisting of a dispersant, an organic stabilizer and an inorganic stabilizer.

본 발명은 혼화제의 일부를 치환함으로써 경화 전 콘크리트의 초기 감수성, 분산성, 유지력 개선 및 경화 후 콘크리트의 압축강도가 증진되는 효과를 나타낼 수 있는 장점이 있다. The present invention is advantageous in that it can exhibit the effect of improving the initial sensitivity, dispersibility, maintenance force and compressive strength of concrete after curing by substituting a part of the admixture.

또한 산업부산물을 주재로 함으로써 친환경적이며 경제적인 장점이 있다.In addition, it is environmentally friendly and economical because it is based on industrial byproducts.

도 1은 본 발명의 일 실시 예에 따른 각 시료에 대한 실험결과 그래프.FIG. 1 is a graph showing an experimental result of each sample according to an embodiment of the present invention. FIG.

이하 본 발명의 실시 예 및 실험 예를 첨부되는 도면을 통해 보다 상세히 설명하도록 한다.BRIEF DESCRIPTION OF THE DRAWINGS The above and other objects, features and advantages of the present invention will become more apparent from the following detailed description taken in conjunction with the accompanying drawings, in which:

본 발명의 혼화제용 치환재 조성물은, 발연황산 제조시 발생되는 삼산화황 증기를 채집한 산업부산물(이하 "삼산화황 산업부산물"이라함)을 포함하는 것을 특징으로 한다.The replacement material composition for an admixture of the present invention is characterized by including an industrial by-product (hereinafter referred to as a "sulfur trioxide industrial by-product") obtained by collecting sulfur trioxide vapor generated in the production of fuming sulfuric acid.

상기 삼산화황 산업부산물은 물에 삼산화황이 개략적으로 20~30% 녹아있는 수용액으로서 주성분이 삼산화황(SO3)으로 이러한 삼산화황 성분은 하기 작용기작에서 보는 바와 같이 산화칼슘과 반응하면서 황산이온이 형성되고, 황산이온이 시멘트 성분 중 C3A와 반응하여 콘크리트의 압축강도를 증진시키는 기능을 한다. The sulfur trioxide industrial by-product is an aqueous solution in which approximately 20 to 30% of sulfur trioxide is dissolved in water, and the main component thereof is sulfur trioxide (SO 3 ). This sulfur trioxide component reacts with calcium oxide to form sulfate ions, Ions react with C 3 A in the cement component to enhance the compressive strength of the concrete.

이를 더욱 상세히 설명하면 C3A와 CaSO4가 반응하여 Ettringite가 생성되고 액상속 SO4 2- 소진됨에 따라 미수화 C3A와 Ettringite가 반응을 하여 Monosulfate(3CaO·Al2O3·CaSO4·12H2O)와 C3A·Ca(OH)2·12H2O의 고용체를 생성하게 된다. More specifically, when C 3 A reacts with CaSO 4 to form ettringite and disappearance of SO 4 2- in liquid phase, unreacted C 3 A and Ettringite react to form monosulfate (3CaO · Al 2 O 3 · CaSO 4 · 12H 2 O) and a solid solution of C 3 A · Ca (OH) 2 · 12H 2 O.

상기 과정은 물-시멘트비 0.4에서 5~48시간에 종료되며, Ettringite의 결정상은 침상으로 Monosulfate의 판상형 보다 강도 개선에 유리하다. 따라서 초기 삼산화황의 적절한 공급은 Ettringite 생성에 유리하며, Monosulfate 상으로 전이되는 량을 적게하여 초기강도 개선에 효과적이다. The above process is terminated at a water-cement ratio of 0.4 to 5 to 48 hours, and the crystalline phase of Ettringite is an acicular phase, which is more advantageous than the monosulfate plate-like type. Therefore, proper supply of the initial sulfur trioxide is advantageous for the production of ettringite, and it is effective for improving initial strength by reducing the amount of transition to monosulfate phase.

한편 상기 삼산화황 산업부산물의 삼산화황에 의해 콘크리트의 초기 압축강도를 증진시키게 되는 것인데 이러한 초기 압축강도 증진에 따라 저감될 수 있는 작업성 등을 본 발명에서는 티오황산나트륨을 가열하여 얻어지는 개질 티오황산나트륨(이하 "개질 티오황산나트륨"이라함)이 더 첨가되도록 함으로써 이러한 점을 보완토록 하는 것이다. On the other hand, the initial compressive strength of the concrete is increased by the sulfur trioxide of the sulfur trioxide industrial by-product. In the present invention, the modified sodium thiosulfate obtained by heating sodium thiosulfate (hereinafter referred to as & Sodium thiosulfate ") is added in order to compensate for this point.

상기 개질 티오황산나트륨은 티오황산나트륨(Na2S2O3)을 50~120℃로 가열하여 얻어지는 결과물로서 액상의 결과물이다. The modified sodium thiosulfate is a product obtained by heating sodium thiosulfate (Na2S2O3) to 50 to 120 占 폚, and is a liquid product.

무색의 단사결정형 티오황산나트륨(Sodium tiosulfate, Na2S2O3)을 공기 중 또는 공기를 차단한 상태에서 상기 온도로 가열하면 산화되어 황산나트륨(Na2SO4), 황화나트륨(Na2S), 이산화황(SO2) 및 물(H2O)로 분해되는 바, 이러한 높은 온도의 황산화합물 수용액에 안정화제를 첨가하여 상온에서의 결정화(석출)를 억제토록 하는 것이다. Colorless monoclinic sodium thiosulfate (Na 2 S 2 O 3 ) is oxidized by heating to the above temperature in the air or in the air-shielded state to form sodium sulfate (Na 2 SO 4 ), sodium sulfide (Na 2 S) (SO 2 ) and water (H 2 O). By adding a stabilizer to the aqueous solution of the sulfuric acid compound at such a high temperature, crystallization (precipitation) at room temperature is suppressed.

이러한 황산화합물 중 황산나트륨(CaSO4, 석고)은 pH 11~12에서 C3A와 CaSO4 사이에서 반응이 일어나 C3A-CaSO4-H2O계 복염(염기성)이 신속하게 생성되고 그 생성층이 C3A를 감싸기 때문에 초기(물 접촉 0~30분) C3A의 수화를 억제하여 콘크리트의 Slump Loss를 줄이고 유지력을 개선하게 되는 것이다. In this sulfuric acid compound, sodium sulfate (CaSO 4 , gypsum) reacts between C 3 A and CaSO 4 at a pH of 11 to 12, resulting in rapid formation of C 3 A-CaSO 4 -H 2 O complex salt (basic) C 3 A is wrapped around the initial (water contact for 0 ~ 30 minutes) to suppress the hydration of C 3 A, thereby reducing the slump loss of concrete and improving the holding power.

즉 삼산화황 산업부산물의 첨가에 의해 초기 압축강도가 증진되도록 하면서 초기 압축강도의 증진에 따라 작업성이 저하될 수 있는 문제를 개질 티오황산나트륨이 첨가되도록 하여 보완토록 하는 것이다. That is, the initial compressive strength is increased by the addition of the by-product of sulfur trioxide industry, and the problem that the workability is lowered due to the improvement of the initial compressive strength is supplemented by adding the reformed sodium thiosulfate.

이에 더하여 유지력 등을 더욱 개선 하기 위해 상기 삼산화황 산업부산물과 상기 개질 티오황산나트륨 외에 분산제, 유기계 안정화제, 무기계 안정화제로 이루어지는 그룹으로부터 선택되는 하나 이상이 더 혼합되도록 하는 것이 타당하다. In order to further improve the holding power and the like, it is appropriate that at least one selected from the group consisting of a dispersant, an organic stabilizer and an inorganic stabilizer is further mixed in addition to the sulfur trioxide industrial by-product and the modified sodium thiosulfate.

바람직하게는 고형분비 100중량%를 기준으로 발연황산 제조시 발생되는 삼산화황 증기를 채집한 산업부산물 5 내지 30중량%, 티오황산나트륨을 가열하여 얻어지는 개질 티오황산나트륨 20 내지 90중량%, 분산제, 유기계 안정화제, 무기계 안정화제로 이루어지는 그룹으로부터 선택되는 하나 이상 0.5 내지 10중량%를 포함하도록 배합하는 것이 타당하다. Preferably 5 to 30% by weight of industrial by-products obtained by collecting sulfur trioxide vapor generated in the production of fuming sulfuric acid based on 100% by weight of solid content, 20 to 90% by weight of modified sodium thiosulfate obtained by heating sodium thiosulfate, , And an inorganic stabilizer, based on the total weight of the composition.

이하에서는 실험 예에 의해 본 발명에 대해 설명한다. Hereinafter, the present invention will be described with reference to experimental examples.

<슬럼프 실험><Slump Experiment>

하기 표 1에서 보는 바와 같이 각 시료를 배합하여 6개의 시료를 제작하였다. 각 시료에 대해 슬럼프를 측정하였다. 본 실험에서 사용되는 본 발명의 치환재는 전체 100중량부에 대해 삼산화황 산업부산물 30중량부, 개질 티오황산나트륨 65중량부, 당류 5중량부를 배합하여 제조되었다. As shown in Table 1, six samples were prepared by blending each sample. The slump was measured for each sample. The replacement material of the present invention used in this experiment was prepared by blending 30 parts by weight of the sulfur trioxide industrial by-product, 65 parts by weight of modified sodium thiosulfate, and 5 parts by weight of saccharides, based on 100 parts by weight of the whole.

물-시멘트 비
(%)
Water-cement ratio
(%)
잔골재율
(%)
Fine aggregate rate
(%)
단위재료량 (kg/m 3 )Unit material amount (kg / m 3) 혼화제
(시멘트×%)
Admixture
(Cement ×%)
배합수(물)Number of ingredients (water) 시멘트cement 5959 4747 177177 300300 0.70.7

각각 시료에 대한 실험결과가 도 1에 도시되고 있는 바, 도 1에서 보는 바와 같이 혼화제 치환율이 20 내지 30중량%인 경우 분산성 및 감수성이 커지는 것을 알 수 있고 유지력도 향상되는 것을 알 수 있다. 이는 치환재 중 당류는 물론 상기에서 언급한 개질 티오황산나트륨 성분에 기인한 것으로 판단된다. As shown in FIG. 1, when the admixture replacement ratio is 20 to 30% by weight, the dispersibility and the sensitivity are increased, and the retention is improved. It is considered that this is due to the above-mentioned sodium thiosulfate component as well as sugars in the substitute.

<압축강도 실험><Compressive Strength Test>

하기 표 2에서 보는 바와 같이 각 시료를 배합하여 4개의 시료를 제작하였다. 각 시료에 대해 각 재령에 따른 압축강도를 측정하였다. 본 실험에서 사용되는 본 발명의 치환재는 전체 100중량부에 대해 삼산화황 산업부산물 30중량부, 개질 티오황산나트륨 65중량부, 당류 5중량부를 배합하여 제조되었다. As shown in Table 2, each sample was blended to prepare four samples. The compressive strength of each sample was measured according to each age. The replacement material of the present invention used in this experiment was prepared by blending 30 parts by weight of the sulfur trioxide industrial by-product, 65 parts by weight of modified sodium thiosulfate, and 5 parts by weight of saccharides, based on 100 parts by weight of the whole.

W/CW / C S/aS / a 시멘트(1종)Cement (1 kind) 혼화제Admixture 55%55% 47%47% 300 kg/m3 300 kg / m 3 시멘트 × 0.7%Cement × 0.7%

구분division 압축강도(MPa)Compressive strength (MPa) 재령 3일3 days 재령 7일7 days a year 재령 28일28 days old 치환재 0%
감수제 100%
Substituent 0%
Water reducing agent 100%
11.111.1 19.819.8 24.524.5
치환재 20%
감수제 80%
Substituent 20%
Water reducing agent 80%
11.011.0 20.520.5 25.125.1
치환재 30%
감수제 70%
Substitute material 30%
Water reducing agent 70%
11.011.0 20.620.6 25.425.4
치환재 15%
유지제 15%
감수제 70%
Substituent 15%
Maintenance 15%
Water reducing agent 70%
11.011.0 20.320.3 26.426.4

상기 표 3에 압축강도 실험결과를 개시하고 있는 바, 혼화제(감수제)만을 사용한 경우보다 치환재를 치환한 경우가 대체적으로 압축강도면에서 유리한 효과가 발현되는 것을 알 수 있다. 이는 상기 삼산화황 산업부산물 성분에 의해 기존 혼화제만을 첨가한 경우보다 압축강도면에서 유리한 효과가 발현되는 것으로 판단된다. The results of the compressive strength test are shown in Table 3. It can be seen that the effect of substituting the substitution material is more advantageous in terms of compressive strength than the case of using only the admixture (water reducing agent). It is considered that this advantageous effect is exhibited in terms of compressive strength compared to the case where only the conventional admixture is added due to the sulfur trioxide industrial byproduct component.

이상 설명한 내용을 통해 당업자라면 본 발명의 기술사상을 일탈하지 아니하는 범위에서 다양한 변경 및 수정이 가능함을 알 수 있을 것이다. 따라서, 본 발명의 기술적 범위는 명세서의 상세한 설명에 기재된 내용으로 한정되는 것이 아니라 특허 청구의 범위에 의해 정하여 져야만 할 것이다. It will be apparent to those skilled in the art that various modifications and variations can be made in the present invention without departing from the spirit or scope of the invention. Therefore, the technical scope of the present invention should not be limited to the contents described in the detailed description of the specification, but should be defined by the claims.

Claims (4)

발연황산 제조시 발생되는 삼산화황 증기를 채집한 산업부산물 및 티오황산나트륨을 가열하여 얻어지는 개질 티오황산나트륨 포함하는 것을 특징으로 하는 혼화제용 치환재 조성물.
An industrial by-product obtained by collecting sulfur trioxide vapor generated in the production of fuming sulfuric acid, and a modified sodium thiosulfate obtained by heating sodium thiosulfate.
삭제delete 제 1항에 있어서,
상기 개질 티오황산나트륨에는 황산나트륨(Na2SO4), 황화나트륨(Na2S), 이산화황(SO2) 및 물(H2O)이 포함되는 것을 특징으로 하는 혼화제용 치환재 조성물.
The method according to claim 1,
Wherein the modified sodium thiosulfate comprises sodium sulfate (Na 2 SO 4 ), sodium sulfide (Na 2 S), sulfur dioxide (SO 2 ) and water (H 2 O).
제 1항에 있어서,
고형분비 100중량%를 기준으로 발연황산 제조시 발생되는 삼산화황 증기를 채집한 산업부산물 5 내지 30중량%; 티오황산나트륨을 가열하여 얻어지는 개질 티오황산나트륨 20 내지 90중량%; 분산제, 유기계 안정화제, 무기계 안정화제로 이루어지는 그룹으로부터 선택되는 하나 이상 0.5 내지 10중량%를 포함하는 것을 특징으로 하는 혼화제용 치환재 조성물.
The method according to claim 1,
5 to 30% by weight of industrial by-products collected from sulfur trioxide vapor generated in the production of fuming sulfuric acid based on 100% by weight of solid content; 20 to 90% by weight of modified sodium thiosulfate obtained by heating sodium thiosulfate; At least one selected from the group consisting of an inorganic stabilizer, a dispersant, an organic stabilizer, and an inorganic stabilizer.
KR1020180081116A 2018-07-12 2018-07-12 Substituted material composition for admixture Active KR101923536B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR1020180081116A KR101923536B1 (en) 2018-07-12 2018-07-12 Substituted material composition for admixture

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR1020180081116A KR101923536B1 (en) 2018-07-12 2018-07-12 Substituted material composition for admixture

Publications (1)

Publication Number Publication Date
KR101923536B1 true KR101923536B1 (en) 2018-11-30

Family

ID=64561072

Family Applications (1)

Application Number Title Priority Date Filing Date
KR1020180081116A Active KR101923536B1 (en) 2018-07-12 2018-07-12 Substituted material composition for admixture

Country Status (1)

Country Link
KR (1) KR101923536B1 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR102668995B1 (en) 2023-06-12 2024-05-24 주식회사 동서화학 Admixture composition for concrete and manufacturing method of thereof

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000008029A (en) 1998-06-19 2000-01-11 Asahi Denka Kogyo Kk Latent heat storage material composition and heat storage method
KR101601967B1 (en) * 2015-05-12 2016-03-21 (주)한필이엔지 cement mortar compositon for Block and cement mortar for Block comprising the same

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000008029A (en) 1998-06-19 2000-01-11 Asahi Denka Kogyo Kk Latent heat storage material composition and heat storage method
KR101601967B1 (en) * 2015-05-12 2016-03-21 (주)한필이엔지 cement mortar compositon for Block and cement mortar for Block comprising the same

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR102668995B1 (en) 2023-06-12 2024-05-24 주식회사 동서화학 Admixture composition for concrete and manufacturing method of thereof

Similar Documents

Publication Publication Date Title
KR100913770B1 (en) Preparation of Mixed Cement Using Reducing Slag
Zelić et al. Durability of the hydrated limestone-silica fume Portland cement mortars under sulphate attack
EP2729430B1 (en) Hydraulic binder
US4032353A (en) Low porosity aggregate-containing cement composition and process for producing same
CN103965414A (en) High-early-strength polycarboxylate water reducer as well as synthesis method and application method of polycarboxylate water reducer
Makhloufi et al. Effect of mineral admixtures on resistance to sulfuric acid solution of mortars with quaternary binders
CN105705475A (en) Use of oxidized lignin as a dispersant
KR101468899B1 (en) Cement and concrete composition
KR101923536B1 (en) Substituted material composition for admixture
US4011092A (en) Stannous sulfate and gypsum mixture as a retarder in grinding portland cement and blended hydraulic cement for improving the quality of the cement, mortar and concrete
KR101821647B1 (en) Green cement composite and making method thereof
KR101517924B1 (en) Noncement flooring coating mortar composite for revealing early strength
KR101352401B1 (en) Furnace slag cement composition and Mortar mixed with the furnace slag cement composition
KR101324548B1 (en) Cement composition using cement admixtures for enhancing compressive strength
KR20210087504A (en) Additives for Geopolymer Cement
KR101406926B1 (en) Cement Concreat admixture and Cement Concreat composition
KR101217059B1 (en) Concrete Composition Containing Large Amounts Of Admixture
KR100448343B1 (en) Admixture for concrete comprising molasses fermentation by-product
KR101392271B1 (en) Cement admixtures for enhancing compressive strength and Cement composition using the same
KR102146455B1 (en) Blast furnace slag-based compositon and hardened product thereof
CN109320153B (en) High-temperature-resistant hydraulic cement material and mortar prepared from same
KR20150022189A (en) Concrete binder and Process thereof
KR20130019636A (en) High early strength cement comprising fly ash and concrete comprising thereof
KR101460097B1 (en) Admixture for autoclave curing concrete
KR101815016B1 (en) Eco-friendly cement concrete composition for ready-mixed concrete

Legal Events

Date Code Title Description
PA0109 Patent application

Patent event code: PA01091R01D

Comment text: Patent Application

Patent event date: 20180712

PA0201 Request for examination
PA0302 Request for accelerated examination

Patent event date: 20180724

Patent event code: PA03022R01D

Comment text: Request for Accelerated Examination

Patent event date: 20180712

Patent event code: PA03021R01I

Comment text: Patent Application

PE0902 Notice of grounds for rejection

Comment text: Notification of reason for refusal

Patent event date: 20180809

Patent event code: PE09021S01D

E701 Decision to grant or registration of patent right
PE0701 Decision of registration

Patent event code: PE07011S01D

Comment text: Decision to Grant Registration

Patent event date: 20181115

GRNT Written decision to grant
PR0701 Registration of establishment

Comment text: Registration of Establishment

Patent event date: 20181123

Patent event code: PR07011E01D

PR1002 Payment of registration fee

Payment date: 20181126

End annual number: 3

Start annual number: 1

PG1601 Publication of registration
PR1001 Payment of annual fee

Payment date: 20210909

Start annual number: 4

End annual number: 4

PR1001 Payment of annual fee

Payment date: 20220915

Start annual number: 5

End annual number: 5

PR1001 Payment of annual fee

Payment date: 20230913

Start annual number: 6

End annual number: 6

PR1001 Payment of annual fee