KR100591556B1 - A seepage block and method making it - Google Patents

A seepage block and method making it Download PDF

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Publication number
KR100591556B1
KR100591556B1 KR1020050120591A KR20050120591A KR100591556B1 KR 100591556 B1 KR100591556 B1 KR 100591556B1 KR 1020050120591 A KR1020050120591 A KR 1020050120591A KR 20050120591 A KR20050120591 A KR 20050120591A KR 100591556 B1 KR100591556 B1 KR 100591556B1
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South Korea
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cement
weight
water
sieve
passing
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KR1020050120591A
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Korean (ko)
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윤필용
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한국투수개발 주식회사
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    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28CPREPARING CLAY; PRODUCING MIXTURES CONTAINING CLAY OR CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28C7/00Controlling the operation of apparatus for producing mixtures of clay or cement with other substances; Supplying or proportioning the ingredients for mixing clay or cement with other substances; Discharging the mixture
    • B28C7/0007Pretreatment of the ingredients, e.g. by heating, sorting, grading, drying, disintegrating; Preventing generation of dust
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B17/00Details of, or accessories for, apparatus for shaping the material; Auxiliary measures taken in connection with such shaping
    • B28B17/02Conditioning the material prior to shaping
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B3/00Producing shaped articles from the material by using presses; Presses specially adapted therefor
    • B28B3/02Producing shaped articles from the material by using presses; Presses specially adapted therefor wherein a ram exerts pressure on the material in a moulding space; Ram heads of special form
    • B28B3/022Producing shaped articles from the material by using presses; Presses specially adapted therefor wherein a ram exerts pressure on the material in a moulding space; Ram heads of special form combined with vibrating or jolting
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28CPREPARING CLAY; PRODUCING MIXTURES CONTAINING CLAY OR CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28C7/00Controlling the operation of apparatus for producing mixtures of clay or cement with other substances; Supplying or proportioning the ingredients for mixing clay or cement with other substances; Discharging the mixture
    • B28C7/04Supplying or proportioning the ingredients
    • B28C7/0404Proportioning
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C5/00Pavings made of prefabricated single units
    • E01C5/06Pavings made of prefabricated single units made of units with cement or like binders
    • E01C5/065Pavings made of prefabricated single units made of units with cement or like binders characterised by their structure or component materials, e.g. concrete layers of different structure, special additives

Abstract

본 발명은 도로의 보도나 공원의 산책로, 광장 등의 포장에 사용되는 소형고압 투수 블럭 및 이를 제조하는 방법에 관한 것이며 일반적인 소형고압 블럭에 비해 기존의 투수 블럭은 내부에 15-25%의 공극이 형성됨에 따라 발생되는 강도의 문제를 보완하기 위한 제조방법으로, 13mm체에서 100% 통과하고 8mm체에서 95-100%통과하며 4mm체에서 5-30% 통과하는 크기의 골재 단위 중량(kg/m3)에 대하여, 시멘트 100-200kg/m3, #20체에서 90-100% 통과하고 #40체에서 0-20%통과하는 규사(모래) 200-400kg/m3, 물-시멘트비 ; 20-35중량%, 수용성 아크릴 수지 ; 시멘트 사용량의 3-5중량%, 실리카흄 ; 시멘트 사용량의 3-5중량%, 감수제 ; 시멘트 사용량의 2중량%를 혼합한 혼합물로 골재를 믹싱하여 코팅하는 공정 ; 전기공정에서 1차 코팅된 골재 단위 중량(kg/m3)에 대하여 시멘트 250-350kg/m3, 물-시멘트비 ; 25-40중량%, 감수제 : 시멘트 사용량의 2중량%, 무기질 안료 ; 시멘트량의 1-6중량%를 혼합하여 슬럼프가 0이 되도록 한 콘크리트 혼합물을 블록 형틀에 투입하여 동상의 압력보다 3-4배의 압력으로 진동 가압하는 공정 : 및 양생 건조시키는 공정을 포함하는 소형고압 투수 블럭 및 이를 제조하는 방법이다.The present invention relates to a small high pressure pitcher block used for paving a sidewalk, a park walkway, a plaza, and the like, and a method of manufacturing the same. As a manufacturing method to compensate for the problem of strength generated as it is formed, the aggregate unit weight (kg / m) of 100% passing through 13mm sieve, 95-100% passing through 8mm sieve and 5-30% passing through 4mm sieve 3 ) cement 100-200kg / m 3 , silica sand (sand) 200-400kg / m 3 passing 90-100% in # 20 sieves and 0-20% in # 40 sieves, water-cement ratio; 20-35 weight%, water-soluble acrylic resin; 3-5 weight% of cement use, silica fume; 3-5 weight% of cement use, water reducing agent; Mixing and coating aggregate into a mixture of 2% by weight of cement used; Cement 250-350kg / m 3 with respect to the primary coating on the electrical step aggregate unit weight (kg / m 3), a water-cement ratio; 25-40% by weight, water reducing agent: 2% by weight of cement used, inorganic pigments; A concrete mixture in which 1 to 6% by weight of cement is mixed so that the slump becomes 0 is put into a block mold and vibrated and pressurized at a pressure of 3 to 4 times greater than the pressure of frostbite. High pressure water block and a method of manufacturing the same.

투수블럭, 골재 표면적, 코팅, 소형 고압 Permeable Block, Aggregate Surface Area, Coating, Small High Pressure

Description

소형고압 투수 블럭 및 이를 제조하는 방법{A seepage block and method making it}Small high pressure pitcher block and method for manufacturing same {A seepage block and method making it}

본 발명은 도로의 보도나 공원의 산책로, 광장 등의 포장에 사용되는 소형고압 투수 블럭의 제조 방법에 관한 것으로, 보다 상세히는 기존의 투수 블럭 내부에 15-25%의 공극이 형성됨에 따라 자재의 절단, 파손 및 모서리 훼손, 표면의 재료분리 등 여러 가지 문제점이 발생하였으나 이를 보완하기 위하여 골재를 미립의 규사로 코팅하여 골재의 표면적을 증대시키고 동시에 형틀에 투입된 콘크리트 혼합물에 통상의 블록 제조 압력보다 3-4배 높은 압력을 가하여 골재 사이의 접착력을 극대화함으로서 강도와 내구성을 강화시킨 소형고압 투수 블럭 및 이를 제조하는 방법에 관한 것이다.The present invention relates to a method of manufacturing a small high-pressure permeable block used for paving a sidewalk, a park walkway, a plaza, and the like, and more specifically, a 15-25% void is formed inside an existing permeable block. Various problems such as cutting, breakage and edge damage, and material separation of the surface occurred, but to compensate for this, the aggregate was coated with fine silica sand to increase the surface area of the aggregate, and at the same time, the concrete mixture put into the mold was lower than the normal block production pressure. The present invention relates to a small high pressure permeable block having a high strength and durability by maximizing adhesion between aggregates by applying -4 times higher pressure, and a method of manufacturing the same.

일반적인 소형고압 블럭은 내부에 공극이 없고 치밀하기 때문에 휨강도나 내구성이 양호하여 중차량을 제외한 경하중에도 파손되지 않고 장기간 포장체로서 기능을 유지할 수 있는 데 비해 기존의 투수 블럭은 투수성을 높이기 위하여 공극율 을 높이면 강도와 내구성이 떨어지고, 강도를 높이기 위하여 공극율을 적게 하면 투수가 잘 되지 않는 문제점이 있었다.Conventional small high pressure blocks have good void strength and durability because they have no voids inside, so they can maintain their function as long-term package without being damaged even under light loads except heavy vehicles. Increasing the strength and durability falls, if the porosity is small to increase the strength, there was a problem that the pitcher is not good.

이와 같은 문제점을 해결하기 위하여 투수 블럭 제조 시 성형물에 보강제로 강 섬유, 유리섬유, 탄소섬유 등의 무기계 섬유나 아라미드 섬유, 포리프로필렌 섬유, 비닐론 섬유, 나일론 섬유 등의 유기계 섬유 등의 혼합물을 이용하였으나 혼합에 어려움이 많고 고가이며, 믹싱 과정에서 문제점이 발생하여 실용되지 못하고 있다.In order to solve this problem, a mixture of inorganic fibers such as steel fibers, glass fibers, carbon fibers, and organic fibers such as aramid fibers, polypropylene fibers, vinylon fibers, and nylon fibers was used as a reinforcing agent in moldings. Difficult to mix and expensive, and problems during the mixing process has not been practical.

따라서 기존의 투수 블럭은 강도와 내구성을 적정하게 유지하기 위해서 공극율과 투수성이 낮은 제품을 생산할 수밖에 없어 분진이나 토사 등으로 쉽게 공극이 막히는 것이 일반적이다.Therefore, the conventional permeation block has to produce a product with low porosity and permeability in order to maintain the strength and durability properly, it is common that the pores are easily clogged by dust or earth and sand.

이와 같이 보도나 차도에 종래의 고압 블럭이나 투수 블럭이 사용되는 경우에는 지하로 우수 등이 스며들 수 없기 때문에 지하수 유입이 차단되고 지하 생태계가 파괴되며, 이러한 투수 블럭의 사용 지역이 넓을 경우에는 도심의 하천이 범람하거나 홍수피해를 일으킬 수도 있다.Thus, when a conventional high pressure block or a permeation block is used for sidewalks and driveways, the groundwater inflow is blocked because the rainwater cannot penetrate the underground, and the underground ecosystem is destroyed. Rivers may flood or cause flood damage.

본 발명은 종래 투수 블럭의 이러한 문제점들을 해소하기 위하여 제안된 것으로, 본 발명의 목적은 골재를 미립의 규사로 코팅하여 골재의 표면적을 증대시켜 골재 사이의 접착력을 극대화함으로서 강도와 내구성을 강화시키면서 동시에 공극 율과 투수성을 현저히 향상시킬 수 있는 소형고압 투수 블럭 및 이를 제조하는 방법을 제공하는 것이다.The present invention has been proposed to solve these problems of the conventional permeable block, the object of the present invention is to increase the surface area of the aggregate by coating the aggregate with fine silica sand to maximize the adhesive strength between the aggregates while at the same time strengthening the strength and durability It is to provide a small high pressure water permeable block and a method of manufacturing the same that can significantly improve the porosity and permeability.

또한 소형고압 투수 블럭의 설치로 우천시 빗물이 지하로 용이하게 침투되도록 하여 하천범람으로 인한 흡수 피해를 예방하고 지하수의 고갈을 방지하고 지하 생태계의 복원이 가능하게 되었다.In addition, the installation of a small high-pressure pitcher block allows rainwater to easily penetrate into the basement during rainy weather to prevent absorption damage due to river flooding, to prevent depletion of groundwater, and to restore the underground ecosystem.

본 발명은 투수성을 유지시키면서 동시에 내구성을 강화시킨 것이다. 다시 말하면 내구성을 향상시킨 투수 블록의 제조 방법이라 할 수 있다. The present invention enhances durability while maintaining water permeability. In other words, it can be said to be a manufacturing method of a permeable block with improved durability.

본 발명의 목적을 달성하기 위하여 3가지 공정으로 이루어진다.In order to achieve the object of the present invention consists of three processes.

첫째 공정은 골재의 표면적을 증대시키기 위하여 골재에 모래를 코팅시키는 공정이다. The first process is to coat sand on the aggregate to increase the surface area of the aggregate.

골재의 표면적이 클수록 시멘트 페이스트와의 접촉 면적이 커져서 압축강도가 증진된다. 이와 같이 골재의 표면적을 크게 하기 위하여 본 발명에서는 골재의 표면에 모래입자를 일체가 되도록 코팅시켰다. The larger the surface area of the aggregate, the greater the contact area with the cement paste, thereby improving its compressive strength. Thus, in order to increase the surface area of the aggregate, in the present invention, the surface of the aggregate was coated so that the sand particles were integrated.

골재의 표면에 모래입자를 코팅시키게 되면 골재와 모래입자가 일체로 되면서 골재의 표면적이 증대되어 시멘트 페이스트와의 접촉 면적이 커지게 된다. When the sand particles are coated on the surface of the aggregate, the aggregate and the sand particles are integrated to increase the surface area of the aggregate, thereby increasing the contact area with the cement paste.

그런데 시멘트 페이스트는 유동성 재료로서 골재 입도에 의한 공극을 메우는 성질을 갖고 있기 때문에 시멘트 페이스트의 물-시멘트 비를 고려하여 골재의 입도를 정하였고, 여기에 모래가 골재와 일체로 코팅되게 하기 위하여 결합력을 높였 다. 이와 같은 점을 고려한 것이 바로 본 발명의 제1공정이다.However, since cement paste fills the voids due to the aggregate particle size as a flowable material, the particle size of the aggregate was determined in consideration of the water-cement ratio of the cement paste, and the bonding force was applied to allow the sand to be integrally coated with the aggregate. Raised. It is the 1st process of this invention that considered such a point.

둘째 공정은 모래가 코팅된 골재와, 물과, 그리고 시멘트를 배합하면서 가압에 의하여 블록을 형성하는 공정이다.The second process is to form blocks by pressure while mixing sand-coated aggregates, water, and cement.

첫째 공정에서 모래가 코팅된 골재와, 물과, 시멘트로서 소정의 투수계수를 갖는 배합비를 선정하는 공정이면서 가압에 의하여 압축강도를 향상시키는 공정이다. 그 배합비와 가압에 대하여는 후술하기로 한다. In the first process, the sand-coated aggregate, water, and cement are selected to have a mixing ratio having a predetermined permeability coefficient, and the compressive strength is improved by pressing. The compounding ratio and pressurization are mentioned later.

셋째 공정은 양생하는 공정이다.The third process is curing.

이러한 관점에서 본 발명의 세 가지 공정을 구체적으로 설명하면 아래와 같다.In this regard, three processes of the present invention will be described in detail.

제1공정 : 입경이 13mm체에서 100% 통과하고 8mm체에서 95-100% 통과하며 4mm체에서 5-30% 통과하는 크기의 골재 단위 중량(kg/m3)에 대하여, 시멘트 100-200kg/m3, #20체에서 90-100%통과하고 #40체에서 0-20% 통과하는 규사(모래) 200-400kg/m3, 물-시멘트 비 ; 20-35중량%, 수용성 아크릴수지 ; 시멘트 사용량의 3-5중량%, 실리카흄 ; 시멘트 사용량의 3-5중량%, 감수제 ; 시멘트 사용량의 2중량%를 혼합한 혼합물로 골재를 믹싱하여 코팅하는 공정1st process: Cement 100-200kg / with respect to the aggregate unit weight (kg / m 3 ) of particle size passing 100% in 13mm sieve, 95-100% in 8mm sieve and 5-30% in 4mm sieve m 3, # 20 sieve passed 90-100% and silica (sand) passing 0-20% in the # 40 sieve 200-400kg / m 3 in the water-cement ratio; 20-35 weight%, water-soluble acrylic resin; 3-5 weight% of cement use, silica fume; 3-5 weight% of cement use, water reducing agent; Process of mixing and coating aggregate with a mixture of 2% by weight of cement

제2공정 : 전기공정에서 1차 코팅된 골재 단위 중량(kg/m3)에 대하여 시멘트 250-350kg/m3, 물-시멘트비 ; 25-40중량%, 감수제 ; 시멘트 사용량의 2중량%, 무기질 안료 ; 시멘트량의 1-6중량%를 혼합하여 슬럼프치가 0이 되도록 한 콘크리트 혼합물을 블록 형틀에 투입하여 통상의 압력보다 3-4배인 210kg/cm2 압력으로 진동 가양하는 공정The second step: the cement 250-350kg / m 3 for a primary coating on the electrical step aggregate unit weight (kg / m 3), a water-cement ratio; 25-40 weight%, water reducing agent; 2 weight% of cement use amount, inorganic pigment; Process of adding 1-6% by weight of cement to concrete block with a slump value of 0 and putting it into the block mold and vibrating and reinforcing it at 210kg / cm 2 pressure, 3-4 times higher than normal pressure

제3공정 : 전기 공정에서 형성된 성형물을 형틀에서 분리한 다음 통상의 증기 양생 또는 건조 양생 방법에 의거 양생시키는 공정으로 이루어진다.Third step: The molding formed in the electrical process is separated from the mold and then cured according to a conventional steam curing or dry curing method.

본 발명에 있어서,In the present invention,

제1공정에서는 먼지나 불순물이 섞이지 않은 입경 4-8mm골재 단위 중량(kg/m3)에 대하여, 시멘트100-200kg/m3, 0.3-0.8mm의 크기의 규사(모래)200-400kg/m3, 물-시멘트비 ; 20-35중량%, 수용성 아크릴수지 ; 시멘트 사용량의 3-5중량%, 실리카 흄 ; 시멘트 사용량의 3-5중량%, 감수제 ; 시멘트 사용량의 2중량%를 혼합한 혼합물로 골재를 믹싱하여 코팅한다. 물-시멘트비는 통상의 투수콘크리트 비율보다 다소 낮게 하고 슬럼프는 0로 하여 골재를 잘 믹싱하였다.In the first step, cement 100-200kg / m 3 , 0.3-0.8mm silica sand (sand) 200-400kg / m with respect to the unit weight (kg / m 3 ) of particle size 4-8mm aggregate without mixing dust or impurities 3 , water-cement ratio; 20-35 weight%, water-soluble acrylic resin; 3-5 weight% of cement use, silica fume; 3-5 weight% of cement use, water reducing agent; The aggregate is mixed and coated with a mixture of 2% by weight of cement used. The water-cement ratio was somewhat lower than the normal permeability concrete ratio and the slump was zero to mix the aggregate well.

본 발명에 사용되는 수용성 아크릴수지는 접착성을 증대시키고, 실리카 흄은 고강도를 발현하는 기능을 한다. 이와 같이 코팅된 골재는 자연 상태의 골재보다 표면에 요철이 많아 표면적이 약 50%이상 증가되고, 접착력도 30%이상 증가되는 효과가 있었다.The water-soluble acrylic resin used in the present invention increases the adhesion, and the silica fume functions to express high strength. The aggregate coated in this way has more irregularities on the surface than the aggregate in the natural state, the surface area is increased by about 50% or more, the adhesive strength was also increased by more than 30%.

제2공정은 전기공정에서 1차 코팅된 골재 단위 중량(kg/m3)에 대하여 시멘트 250-350kg/m3, 물-시멘트 비 ; 25-40중량%, 감수제 : 시멘트 사용량의 2중량%, 무기질 안료 ; 시멘트량의 1-6중량%를 혼합하여 슬럼프치가 0이 되도록 한 콘크리트 혼합물을 블록 형틀에 투입하여 통상의 압력보다 3-4배인 210kg/cm2 압력으로 통상의 방법에 의하여 진동가압하면 된다. 압력이 210kg/cm2 이상이 되면 골재가 파쇄 될 우려가 있기 때문에 가압시 유의하여야 한다. 압력과 강도와의 상관관계는 압력이 증가할수록 강도는 약 20-30% 정도 증가되는 효과가 나타났다.The second process is cement 250-350kg / m 3 , water-cement ratio based on the unit weight (kg / m 3 ) of the primary coated aggregate in the electrical process; 25-40% by weight, water reducing agent: 2% by weight of cement used, inorganic pigments; Concrete mixture mixed with 1-6% by weight of cement so that the slump value is 0 is introduced into the block mold, and the vibration is pressurized by the conventional method at 210kg / cm 2 pressure which is 3-4 times higher than the normal pressure. If the pressure exceeds 210kg / cm 2 , the aggregate may be crushed. The correlation between pressure and strength showed that the strength increased by about 20-30% as the pressure increased.

2차 공정에서는 통상의 투수콘크리트 배합방법으로 혼합할 때보다 시멘트 투입량이 약 20%정도가 늘어났다.In the second process, the amount of cement input increased by about 20% compared with the mixing by the conventional permeable concrete mixing method.

제 3공정에서는 전기 공정에서 형성된 성형물을 형틀에서 분리한 다음 통상의 양생방법에 의거, 약50℃로 약 10시간 중기양생 또는 대기 양생한 후 약 30-50℃로 기건 상태로 건조하여 내부의 공극이 12-25%가 형성되게 한다. 이때 바람직하게는 공극이 15%정도, 투수계수가 10x10-2cm/sec이상, 휨강도 50kg/cm2 이상이 되도록 하는 것이 좋다.In the third step, the molded product formed in the electrical process is separated from the mold, and then dried in a dry state at about 30-50 ° C. after about 10 hours of medium curing or air curing at about 50 ° C. according to a conventional curing method. Allow 12-25% to form. At this time, it is preferable that the porosity is about 15%, the permeability coefficient is 10 × 10 −2 cm / sec or more, and the bending strength is 50 kg / cm 2 or more.

이하 본 발명을 실시한 예와 그 결과는 다음과 같다. Examples and embodiments of the present invention are as follows.

[실시예]EXAMPLE

높이가 6cm이고 색상은 적색인 소형고압 투수 블럭을 제조하기로 하고, 다음의 공정들을 차례로 실시하였다.A small high pressure pitcher block having a height of 6 cm and a red color was prepared, and the following processes were performed in sequence.

1) 먼지나 불순물이 섞이지 않은 입경 4-8mm크기의 골재 단위 중량(kg/m3)에 대하여 시멘트 150kg/m3, 0.5mm규사 300kg/m3, 물 40kg/m3, 수용성 아크릴수지 6kg/m3, 실리카흄 6kg/m3, 감수제 3kg/m3 등을 슬럼프치가 0이 되도록 혼합하여 골재표면에 코팅제가 잘 부착되도록 믹싱한 다음 콘크리트가 경화되기 전까지 2차 공정으로 이승한다.1) Cement 150kg / m 3 , 0.5mm silica 300kg / m 3 , water 40kg / m 3 , water-soluble acrylic resin 6kg / for aggregate unit weight (kg / m 3 ) of particle size of 4-8mm without mixing dust or impurities Mix m 3 , silica fume 6kg / m 3 , and sensitizer 3kg / m 3 so that the slump value is 0, mix the coating to adhere to the aggregate surface, and then transfer to the secondary process until the concrete hardens.

2) 전기공정에서 1차 코팅된 골재 단위 중량(kg/m3), 시멘트 250kg/m3, 물 70kg/m3, 감수제 5kg/m3, 무기질 안료15kg/m3을 슬럼프치가 0이 되도록 콘크리트 혼합물을 준비한 블록형틀에 투입한 후 유압식장치로 통상의 보도 블럭 제조 시 50-60kg/cm2 보다 3-4배 높은 210kg/cm2 압력으로 진동 가압하였다.2) The unit weight (kg / m 3 ) of the first coated aggregate in the electric process, 250kg / m 3 of cement, 70kg / m 3 of water, 5kg / m 3 of water reducing agent, 15kg / m 3 of inorganic pigment The mixture was put into the prepared block-type mold and vibrated and pressurized at 210kg / cm 2 pressure, which was 3-4 times higher than 50-60kg / cm 2 when manufacturing a general sidewalk block by a hydraulic device.

3)가압 후의 소형고압 투수 블럭의 높이는 6cm가 되었다.3) The height of the small high pressure pitcher block after pressurization became 6 cm.

4) 형틀에서 성형물을 형상이 손상되지 않도록 분리시키기 위하여, 가압판을 먼저 상부로 들어올린 후 형틀의 테두리를 제거하였다. 그리고 통상의 양생 방법에 의거, 대기 양생시켰다.4) In order to separate the molding from the mold so as not to damage the shape, the pressing plate was first lifted to the top, and then the mold frame was removed. And air curing was performed based on the normal curing method.

공정이 모두 완료된 후, 소형고압 투수블럭에 대하여 성능시험을 실시한 결과, 투수계수 ; 1.2x10-2cm/sec, 공극율 ; 18.4%, 휨강도 72.3kg/cm2 로서 우수하였다. After the process was completed, performance test was performed on the small high pressure permeable block, and the permeability coefficient; 1.2 × 10 −2 cm / sec, porosity; It was excellent as 18.4% and flexural strength of 72.3kg / cm 2 .

내구성 시험에서는 4주 동안 측정한 결과 온도 80℃환경에서의 내열성은 강도가 초기보다 약 20%증가, 수침온도 30℃환경에서의 내수성은 강도가 초기보다 약 4%증가, 온도-20℃환경에서의 내한성은 상도가 초기보다 약 2%감소, 온도 30℃와 습도95%환경에서의 내습성은 강도가 초기보다 약 3% 증가되는 것으로 나타나 외부환경변화에 대해서도 제품의 품질이 유지되고 내구성이 우수함을 보여주었다.In the durability test, the temperature resistance was increased by about 20% from the initial temperature of 80 ° C, and the water resistance in the 30 ° C immersion temperature was about 4% higher than the initial temperature. Its cold resistance is about 2% lower than the initial temperature, and the humidity resistance in the temperature of 30 ℃ and 95% humidity is about 3% higher than the initial level, so the product quality is maintained and the durability is excellent even in the external environment change. Showed.

본 발명에 의하여 제조되는 소형고압 투수 블럭은 기존의 인터록킹 형태나 일반 블록의 제조에도 동일하게 적용할 수 있으며, 본 발명의 블록은 휨강도와 내구성이 우수하여 보도뿐만 아니라 차도용으로도 사용할 수 있는 것이다. 또한 블록 내의 공극을 극대화시킴으로 우천시 우수가 지면으로 용이하게 침투할 수 있도록 유도하여 보도나 산책로, 광장 등의 넓은 지역에 설치할 경우 지하수 고갈은 물론 홍수 시 재해를 예방할 수 있는 역할을 충분히 할 수 있게 되었다.The small high pressure permeable block manufactured by the present invention can be applied to the conventional interlocking form or the manufacture of a general block in the same way, and the block of the present invention can be used not only for sidewalks but also for roadways due to its excellent bending strength and durability. will be. In addition, by maximizing the voids in the block, rainwater can be easily penetrated into the ground, and when installed in wide areas such as sidewalks, walkways, and plazas, it is possible to play a role that prevents groundwater exhaustion and disasters during flooding. .

Claims (4)

13mm체에서 100% 통과하고 8mm체에서 95-100% 통과하며 4mm체에서 5-30% 통과하는 크기의 골재 단위 중량(kg/m3)에 대하여, 시멘트 100-200kg/m3, #20체에서 90-100%통과하고 #40체에서 0-20% 통과하는 규사(모래) 200-400kg/m3, 물-시멘트비 ; 20-35중량%, 수용성 아크릴수지 ; 시멘트 사용량의 3-5중량%, 실리카흄 ; 시멘트 사용량의 3-5중량%, 감수제 ; 시멘트 사용량의 2중량%를 혼합한 혼합물로 골재를 믹싱하여 코팅하는 공정:Cement 100-200kg / m 3 , # 20 sieve for aggregate unit weight (kg / m 3 ) of 100% passing through 13mm sieve, 95-100% passing through 8mm sieve and 5-30% passing through 4mm sieve 200-400kg / m 3 , water-cement ratio passing through 90-100% at 0-40% through # 40 sieve; 20-35 weight%, water-soluble acrylic resin; 3-5 weight% of cement use, silica fume; 3-5 weight% of cement use, water reducing agent; The process of mixing and coating aggregate with a mixture of 2% by weight of cement: 전기공정에서 1차 코팅된 골재 단위 중량(kg/m3)에 대하여 시멘트 250-350kg/m3, 물-시멘트비 ; 25-40%, 감수제 ; 시멘트 사용량의 2중량%, 무기질 안료 ; 시멘트량의 1-6중량%를 혼합하여 슬럼프치가 0이 되도록 한 콘크리트 혼합물을 블록 형틀에 투입하여 동상의 압력보다 3-4배인 210kg/cm2 압력으로 진동 가압하는 공정:Cement 250-350kg / m 3 with respect to the primary coating on the electrical step aggregate unit weight (kg / m 3), a water-cement ratio; 25-40%, water reducing agent; 2 weight% of cement use amount, inorganic pigment; A concrete mixture, in which 1-6% by weight of cement is mixed so that the slump value is 0, is put into a block mold and vibrated and pressurized at 210kg / cm 2 pressure, which is 3-4 times greater than the frost pressure. 및 양생 건조시키는 공정을 포함하는 소형고압 투수 블럭의 제조 방법And curing step of curing small high pressure water permeable block comprising the step of drying 제1항에 있어서 투수계수 ; 1.2x10-2cm/sec-5.2x10-1cm/sec이고, 공극율 ; 12.0-25.0%, 휨강도 ; 40-80kg/cm2가 됨을 특징으로 하는 소형고압 투수 블럭의 제 조 방법 A permeability coefficient according to claim 1; 1.2 × 10 −2 cm / sec−5.2 × 10 −1 cm / sec, porosity; 12.0-25.0%, flexural strength; Manufacturing method of small high pressure pitcher block, characterized in that 40-80kg / cm 2 13mm체에서 100% 통과하고 8mm체에서 95-100% 통과하며 4mm체에서 5-30% 통과하는 크기의 골재 단위 중량(kg/m3)에 대하여, 시멘트 100-200kg/m3, #20체에서 90-100%통과하고 #40체에서 0-20% 통과하는 규사(모래) 200-400kg/m3, 물-시멘트비 ; 20-35중량%, 수용성 아크릴수지 ; 시멘트 사용량의 3-5중량%, 실리카흄 ; 시멘트 사용량의 3-5중량%, 감수제 ; 시멘트 사용량의 2중량%를 혼합한 혼합물로 골재를 믹싱하여 코팅하고, 1차 코팅된 골재 단위 중량(kg/m3)에 대하여 시멘트 250-350kg/m3, 물-시멘트비 ; 25-40중량%, 감수제 ; 시멘트 사용량의 2중량%, 무기질 안료 ; 시멘트량의 1-6중량%를 혼합하여 슬럼프치가 0이 되도록 한 콘크리트 혼합물을 블록 형틀에 투입하여 동상의 압력보다 3-4배인 210kg/cm2 압력으로 진동 가압하여서됨을 특징으로 하는 소형고압 투수 블럭Cement 100-200kg / m 3 , # 20 sieve for aggregate unit weight (kg / m 3 ) of 100% passing through 13mm sieve, 95-100% passing through 8mm sieve and 5-30% passing through 4mm sieve 200-400kg / m 3 , water-cement ratio passing through 90-100% at 0-40% through # 40 sieve; 20-35 weight%, water-soluble acrylic resin; 3-5 weight% of cement use, silica fume; 3-5 weight% of cement use, water reducing agent; Aggregate is mixed and mixed with a mixture of 2% by weight of the cement usage, the cement 250-350kg / m 3 , water-cement ratio to the unit weight (kg / m 3 ) of the primary coated aggregate; 25-40 weight%, water reducing agent; 2 weight% of cement use amount, inorganic pigment; Compact high-pressure permeable block, characterized by mixing 1-6% by weight of cement to a concrete mixture with a slump value of 0 into a block mold and vibrating to 210kg / cm 2 pressure, 3-4 times greater than in-phase pressure. 제3항에 있어서 투수계수 ; 1.2x10-2cm/sec-5.2x10-1cm/sec이고, 공극율 ; 12.0-25.0%, 휨강도 ; 40-80kg/cm2가 됨을 특징으로 하는 소형고압 투수 블럭A permeability coefficient according to claim 3; 1.2 × 10 −2 cm / sec−5.2 × 10 −1 cm / sec, porosity; 12.0-25.0%, flexural strength; Compact high-pressure pitcher block characterized by being 40-80kg / cm 2
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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100984775B1 (en) * 2009-08-06 2010-10-01 한국건설기술연구원 Construction method of sidewalk with permeability and water storage and sidewalk block for the method
KR101020633B1 (en) * 2010-11-03 2011-03-09 문태민 A permeable block

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH06122540A (en) * 1992-10-13 1994-05-06 Alpha- Corp Technol:Kk Water-permeable plate material by cement bonding and its production
JP2001019568A (en) * 1999-06-28 2001-01-23 Taiheiyo Cement Corp Production of porous concrete molded product
JP2002104886A (en) 2000-09-28 2002-04-10 Sumitomo Osaka Cement Co Ltd Method of manufacturing porous concrete
KR20030068086A (en) * 2003-07-16 2003-08-19 한국휴로드 (주) A high-performance porous concrete composition with a granulated mineral admixtures
JP2005154163A (en) 2003-11-20 2005-06-16 Pc Bridge Co Ltd Porous molded product which is obtained through cement hydration and hardening and contains ceramic charcoal and its manufacturing method

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH06122540A (en) * 1992-10-13 1994-05-06 Alpha- Corp Technol:Kk Water-permeable plate material by cement bonding and its production
JP2001019568A (en) * 1999-06-28 2001-01-23 Taiheiyo Cement Corp Production of porous concrete molded product
JP2002104886A (en) 2000-09-28 2002-04-10 Sumitomo Osaka Cement Co Ltd Method of manufacturing porous concrete
KR20030068086A (en) * 2003-07-16 2003-08-19 한국휴로드 (주) A high-performance porous concrete composition with a granulated mineral admixtures
JP2005154163A (en) 2003-11-20 2005-06-16 Pc Bridge Co Ltd Porous molded product which is obtained through cement hydration and hardening and contains ceramic charcoal and its manufacturing method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100984775B1 (en) * 2009-08-06 2010-10-01 한국건설기술연구원 Construction method of sidewalk with permeability and water storage and sidewalk block for the method
KR101020633B1 (en) * 2010-11-03 2011-03-09 문태민 A permeable block

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