KR100705720B1 - Apparatus for injecting BGI groution material for improvement of soft ground - Google Patents

Apparatus for injecting BGI groution material for improvement of soft ground Download PDF

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KR100705720B1
KR100705720B1 KR1020040072603A KR20040072603A KR100705720B1 KR 100705720 B1 KR100705720 B1 KR 100705720B1 KR 1020040072603 A KR1020040072603 A KR 1020040072603A KR 20040072603 A KR20040072603 A KR 20040072603A KR 100705720 B1 KR100705720 B1 KR 100705720B1
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bgi
grouting
soft ground
ground
cylinders
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KR20060023761A (en
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최제인
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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D3/00Improving or preserving soil or rock, e.g. preserving permafrost soil
    • E02D3/12Consolidating by placing solidifying or pore-filling substances in the soil
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2250/00Production methods
    • E02D2250/003Injection of material
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2300/00Materials
    • E02D2300/0004Synthetics
    • E02D2300/0018Cement used as binder

Abstract

본 발명은 지반을 보강하기 위하여 지반에 주입되는 규산과 시멘트 및 비지아이(BGI) 그라우팅재로 이루어진 그라우팅액인 A액과 B액이 1:2의 용적비율로 정밀하게 배합되도록 주입관의 선단에 설치된 선단혼합장치에 상기 A액과 B액을 공급할 수 있도록 일정한 비율로 각각의 실린더 직경을 유지하도록 하는 연약지반개량용 비지아이(BGI) 그라우팅재 주입장치에 관한 것이다.The present invention is a grouting solution composed of silicic acid and cement and BGI grouting material injected into the ground to reinforce the ground A and B liquid at the tip of the injection tube so as to be precisely blended in a volume ratio of 1: 2 The present invention relates to a BGI grouting material injection device for soft ground improvement to maintain each cylinder diameter at a constant ratio to supply the liquid A and liquid B to the installed tip mixing device.

기존교반기에서 A재(1㎥당 시멘트 333㎏와 규산 167ℓ)와 B재(B.G.I)-1호 25㎏과 물 또는 B.G.I-2호 8.33㎏)를 배합하여 주입관선단장치로 공급되어 지반에 주입되도록 하는 장치에 있어서, 상하점이 상반되는 크랭크핀(2a,b) 2개가 있는 크랭크축(1)과, 각 크랭크핀(2a,b)에 설치된 2개의 피스톤(3a,b), 각기 일방향 밸브가 장착된 A재 및 B재용 흡입구(6a,b)와 토출구(7a,b)가 딸린 실린더(5a,b)를 가진 본체(4)로 이뤄지고, 상기 실린더(5a,b)의 용적과 토출구(7a,b)의 구경을 A재와 B재의 표준배합비 1:2에 부합하도록 일정한 면적을 가지도록 형성한 것으로서, 직경을 각각 32mm:44mm 또는 44mm:62mm의 비율로 형성한 연약지반개량용 비지아이(BGI) 그라우팅재 주입장치를 특징으로 한다.        In the existing stirrer, A material (333 kg of cement and 167 L of silicate), B material (BGI) -1 25 kg and water or BGI-2 No. 8.33 kg are mixed and supplied to the injection pipe end device and injected into the ground. In the apparatus, the crankshaft (1) having two crank pins (2a, b) having upper and lower points, the two pistons (3a, b) provided at each crank pin (2a, b), and a one-way valve, respectively, It consists of a main body 4 having cylinders 5a and b with suction holes 6a and b for mounted materials A and B and discharge ports 7a and b, and the volume and discharge port 7a of the cylinders 5a and b. (b) The aperture of soft ground improvement (B) is formed to have a constant area so as to meet the standard mixing ratio 1: 2 of material A and material B, and has a diameter of 32mm: 44mm or 44mm: 62mm, respectively. BGI) grouting material injection device.

Description

연약지반개량용 비지아이(BGI) 그라우팅재 주입장치{Apparatus for injecting BGI groution material for improvement of soft ground} BG groution material injection device for soft ground improvement {Apparatus for injecting BGI groution material for improvement of soft ground}

도 1은 본 발명에 의한 비지아이(BGI) 그라우팅재 주입장치의 종단정면도 1 is a vertical front view of a BGI grouting material injection device according to the present invention

도 2는 동 평면적인 개념도2 is a schematic plan view

도 3은 도 1의 부분절개 우측면도 3 is a partial cutaway right side view of FIG.

<도면의 주요 부분에 대한 부호의 설명><Explanation of symbols for the main parts of the drawings>

1: 크랭크축 3a,B: 피스톤1: crankshaft 3a, B: piston

4: 본체 5a,b: 실린더 4: main body 5a, b: cylinder

7a,b: 토출구7a, b: discharge port

본 발명은 연약지반 개량용 비지아이(BGI(Best Grouting Innovation)) 그라우트재를 형성하는 A재와 B재가 정밀하게 1:2의 용적배합이 되도록 주입관의 선단에 설치된 선단혼합장치에 상기 A재와 B재를 공급할 수 있도록 하는 장치에 관한 것으로서, The present invention provides the A material to the tip mixing device installed at the tip of the injection pipe so that the A material and the B material forming the BGI grout material for the soft ground improvement are precisely 1: 2 volumetric mixture. As for the apparatus which can supply material and B,

상기 그라우트재를 구성하는 시멘트와 규산, 급결용 비지아이(BGI)-1호 또는 중결용 비지아이(BGI)-2호를 최적의 비율인 1:2의 용적비로 배합하여 연약지반 내에 주입함으로써 일축 압축강도를 높여 차수효과를 증진하고, 그라우팅 효율을 극대화시켜 차수효과를 개선할 수 있게 한 연약지반 개량용 비지아이(BGI) 그라우팅재 주입장치에 관한 것이다.        Cement, silicic acid, and fastening BGI-1 or BGI-2 for crushing are mixed at a volume ratio of 1: 2, which is an optimal ratio, and injected into the soft ground. The present invention relates to a BGI grouting material injector for improving the soft ground which improves the ordering effect by increasing the compressive strength and improves the ordering effect by maximizing the grouting efficiency.

연약지반의 개량 또는 차수벽 조성을 위한 종래 지중 주입재 주입방법 중에는 지중에 소정 깊이로 주입재공을 천공하고, 그 주입재공에 주입재용 로드를 삽입한 다음에 주입재공의 최저부로부터 로드를 상승시키면서 로드를 통해 주입재를 주입하는 방법이 있다. In the conventional underground injection material injection method for improving the soft ground or forming the barrier wall, the injection hole is drilled to a predetermined depth in the ground, and the injection rod is inserted into the injection hole, and then the rod is raised from the bottom of the injection hole. There is a method of injecting the injection material.

상기 방법은 주입재의 경화시간을 임의로 조절할 수는 없고, 작업자의 경험에 의존하는 구태의연한 것으로서, 현장의 토질 조건이나 주입 목적에 부합하지 못한 경우가 많고, 주입재에 과량의 규산을 사용하므로서 그라우팅된 지반의 강도가 저하되면서 효과적인 지반의 차수 및 지반의 강도를 증대시키는데 적잖은 문제점이 있었다.        The method cannot be arbitrarily controlled by the hardening time of the injection material, which is dependent on the operator's experience, and often fails to meet the soil conditions or the purpose of the injection, and is ground grouted by using excess silicic acid in the injection material. As the strength of the soil was lowered, there was a significant problem in increasing the effective soil order and the soil strength.

상기와 같은 문제점을 개선하기 위한 새로운 지중 주입재 주입방법이 곧 본 출원인에 의한 특허 제439052호이다. A new underground injection material injection method for improving the above problems is the Patent No. 439052 by the applicant.

상기 선행기술은 차수시킬 지반의 강도, 지반상태 등의 작업여건에 따라 적정량의 규산이 배합된 비지아이(BGI) 그라우팅재를 토출압의 조정을 통해 그라우팅함으로써 그라우팅재의 불균일침투현상을 극복하고, 규산의 적정량 사용에 따른 일축압축강도를 높여 그라우팅된 지반의 강도 및 차수성능을 개선하며, 그라우팅재의 인위적인 배합비 조절을 통하여 경화시간을 지반보강공사현장의 토질조건과 그 보강목적에 부응할 수 있도록 규산과 시멘트로 된 A재와 급결 또는 중결용 비지아이(BGI) 그라우팅재인 B재를 1:2의 비율로 배합하여 주입하고, A재와 B재의 배합은 선단에 장착된 선단혼합장치에서 이뤄지도록 한 것이다.         The prior art overcomes the uneven penetration of grouting materials by grouting the BGI grouting material in which an appropriate amount of silicic acid is blended by adjusting the discharge pressure according to the working conditions such as the strength of the ground to be ordered and the ground state. It improves the strength and order performance of grouted ground by increasing the uniaxial compressive strength according to the proper amount of used, and the hardening time by controlling artificial mixing ratio of grouting material to meet the soil condition and the purpose of reinforcement of soil reinforcement site. Material A of cement and material B, which is a BGI grouting material for fastening or terminating, are blended at a ratio of 1: 2, and the material of A and B is mixed in a tip mixing device mounted on the end. .

상기 선행기술의 실시효과를 보려면 규산과 시멘트, 비지아이(BGI) 그라우팅재를 정확하면서도 정밀하게 1:2의 용적비율로 배합하여 지반에 주입하도록 하는 것이 무엇보다도 중요하다.         In order to see the effect of the prior art, it is important to mix the silicic acid, cement, and BGI grouting material in a volume ratio of 1: 2 accurately and precisely to inject it into the ground.

따라서, 이러한 상기 그라우팅재의 배합비를 정확하게 유지하기 위하여 제안한 것이 본 발명의 장치인 것이다.Therefore, it is a device of the present invention to propose to maintain the compounding ratio of the grouting material accurately.

종전의 현탁액 주입장치는 A액과 B액을 각각 1:1로 배합하여 주입되도록 하는 등압식 펌프가 설치되어 이를 이용하여 지반에 그라우팅액을 주입하도록 하고 있어 그라우팅액이 일정하게 1:2의 배합비를 유지하도록 하면서 주입하도록 하는 것은 현실적으로 불가능한 것이 종전의 그라우팅 주입장치의 문제점이었다.         Conventional suspension injectors are equipped with an isostatic pump to mix A and B solutions 1: 1 so that grouting fluid is injected into the ground using the same. It was a problem of the conventional grouting injector that it was practically impossible to inject while maintaining it.

따라서, 본 발명의 목적은 규산과 시멘트 및 비지아이(BGI) 그라우트재의 배합에 정확성을 기할 수 있는 저렴한 연약지반개량용 비지아이(BGI) 그라우팅재용 주입장치를 제공하는 것이다.Accordingly, it is an object of the present invention to provide an infusion apparatus for a BGI grouting material for inexpensive soft ground improvement that can ensure accuracy in blending silicic acid with cement and BGI grouting material.

이같은 과제를 달성하기 위하여 본 발명은 비지아이(BGI) 그라우팅재용 조성물인 규산과 시멘트용 A재 공급부와 비지아이(B.G.I)-1호 또는 비지아이(B.G.I)-2호용 B재 공급부를 구비하되, 상기 A재 공급부와 B재 공급부의 지름을 각각 32mm:44mm 또는 44mm:62mm로 하여 상기 A재와 B재를 주입관의 선단의 선단홉합장치에 공급하여 정확하게 A재와 B재가 1:2의 용적비율로 배합되도록 흡입, 토출시킬 수 있는 비지아이(BGI) 그라우트재 주입장치를 제안한다.In order to achieve the above object, the present invention is provided with a material supply part for silicic acid and cement and a B material supply part for BGI-1 or BGI-2, which is a composition for BGI grouting material, The material A and the material B are 32mm: 44mm or 44mm: 62mm in diameter, respectively, and the material A and B are supplied to the tip-hop mixer at the tip of the injection pipe, so that the material A and B have a volume of 1: 2. The present invention proposes a BGI grout material injection apparatus capable of inhaling and discharging to be blended at a ratio.

연약지반개량용 비지아이(BGI) 그라우트재는 1㎥당 시멘트 333㎏와 규산 167ℓ으로 된 A재와, 급결용 그라우트재인 비지아이(BGI)-1호 25㎏ 또는 중결용 그라우트재인 비지아이(BGI)-2호 8.33㎏ 및 적량의 물로 된 B재로 조성하게 된다. BGI grout material for soft ground improvement is composed of A material consisting of 333 kg of cement and 167 L of silicic acid per cubic meter, and 25 kg of BGI-1, which is a fast grout, or BGI, which is a ground grout. -2 is composed of 8.33 kg and appropriate amount of water B material.

상기 A재와 비지아이(B.G.I)-1호의 B재로 배합된 급결용 그라우트재의 7일 경과시 일축압축강도는 25㎏/㎠에 달하고, 상기 A재와 비지아이(B.G.I)-2호로 된 B재로 배합된 중결용 그라우트재의 7일 경과시 일축압축강도는강도는 무려 50㎏/㎠에 달할 정도로 우수하다. 급결용 그라우트재의 경화시간은 3~9초, 중결용 그라우팅재의 경화시간은 45~60초이다.The uniaxial compressive strength of the fastening grout material blended with the A material and the BGI-1 material B reached 7 kg / cm2 after 7 days, and the B material with the A material and the BGI-2 material The uniaxial compressive strength of the blended tertiary grout material after 7 days is as high as 50 kg / cm 2. The hardening time of the grouting material for fastening is 3 to 9 seconds, and the hardening time of the grouting material for fastening is 45 to 60 seconds.

비지아이(BGI) 그라우팅재는 1㎥당 규산의 사용량을 종전에 비해 2/3정도만 사용하고, 단위 시멘트량을 늘려 내구성을 강화하면서 강도를 높여 용탈현상을 방지하여 지반에 주입된 그라우팅재가 요구되는 강도를 발휘하여 지반을 설계된 강도대로 강화가 될 수 있도록 한 것이다.BGI grouting materials use only about 2/3 of the amount of silicic acid per 1㎥ compared to the previous one, and increase the unit cement amount to increase durability while increasing the strength to prevent dissolution phenomenon. By exerting the ground, the ground can be strengthened according to the designed strength.

이러한 비지아이(BGI) 그라우팅재는 실트질 모래, 모래자갈층, 전석층 등의 연약지반에 사용하여 보강, 하천수로의 구조물 보강 및 제방의 차수벽 형성 등에 유용하게 쓰인다       This BGI grouting material is used for soft ground such as silty sand, sand gravel layer, and gypsum layer.

도 1 내지 도 3에서, 상기한 연약지반개량용 비지아이(BGI) 그라우트재용 배합장치는 2행정형 펌프이다. 즉, 상하점이 상반되는 크랭크핀(2a,b) 2개를 가진 크랭크축(1)과, 각 크랭크핀(2a,b)에 설치된 2개의 피스톤(3a,b), 그리고 A재 및 B재용 흡입구(6a,b)와 토출구(7a,b)가 딸린 실린더(5a,b)를 가진 본체(4)로 구성되어 있다.1 to 3, the blending device for the BGI grout material for soft ground improvement is a two-stroke pump. That is, the crankshaft (1) having two crank pins (2a, b) with the upper and lower points opposite, two pistons (3a, b) provided on each crank pin (2a, b), and the inlet for A and B materials It consists of the main body 4 which has the cylinder 5a, b with 6a, b and the discharge ports 7a, b.

일축 실린더(5a)는 A재용으로서 B재용인 타측 실린더(5b)보다 작다. 또, 각 흡입구(6a,b)에는 A재 또는 B재가 흡입될 때 흡입구를 개방하는 일방향 밸브(8a,b)가 설치되어 있고, 토출구(7a,b)에는 실린더(5a,b) 내의 A재 또는 B재가 토출될 때에만 토출구를 개방하는 일방향 밸브가 설치되어 있다. The uniaxial cylinder 5a is smaller than the other cylinder 5b which is used for B material for A material. In addition, each inlet 6a, b is provided with one-way valves 8a, b which open the inlet when A or B material is inhaled, and A outlets 7a, b in the cylinders 5a, b. Or the one-way valve which opens a discharge port only when material B is discharged is provided.

실린더(5a)와 (5b)는 A재와 B재의 1:2 배합비에 부응하도록 회당 A,B재 흡입량에 차등을 둠과 동시에, A재용 토출구(7a)와 B재용 토출구(7b)간에는 상기와 같은 실린더(5a,b) 내용적의 차등화에 맞춰 구경차를 둔다. 즉, 길이가 동일한 실린더(5a,b)의 구경과 높이가 동일한 토출구(7a,b)의 구경을 A재와 B재의 표준배합비인 1:2에 맞는 직경을 각각 32mm:44mm 또는 44mm:62mm로 하는 것이다. The cylinders 5a and 5b differ in the amount of suction of the A and B materials per ash so as to correspond to the 1: 2 blending ratio of the A and B materials, and at the same time, the discharge port 7a for the A material and the discharge port 7b for the B material are as described above. Place the ferris wheel in accordance with the differential of the contents of the same cylinders 5a and b. That is, the diameters of the diameters of the ejection openings 7a and b having the same height and the same diameter of the cylinders 5a and b are 32 mm: 44 mm or 44 mm: 62 mm, respectively, in accordance with the standard mixing ratio of 1: 2, which is the material A and B. It is.

이렇게 실린더(5a,b)와 토출구(7a,b)를 구성하면 크랭크(1)가 1행정(1회전)을 수행할 때마다 A재와 B재의 흡입량 및 토출구(7a)로 토출되는 A재와 토출구(7b)로 토출되는 B재의 배합비가 용적배합비인 1:2로 정밀하게 이중관으로 송달할 수 있다.
본원 발명에서 언급한 바와 같이 “2행정의 크랭크축(1)에 크랭크핀(2a,2b)으로 각각 연결된 피스톤(3a,3b)에 의하여 구성된 실린더(5a,5b)로서, 상기 크랭크 축에 동력(미도시)이 전달되면 크랭크가 회전하면서, 이에 핀으로 각각 연결된 피스톤이 실린더내에서 왕복운동을 하면서 상기 크랭크축이 흡입공정시에는 2개의 흡입구(6a,6b)를 통하여 본원 발명에서 언급한 B재인 비지아이(BGI)-1호 또는 비지아이(BGI)-2호 중에서 어느 한가지를, A재인 시멘트와 규산의 혼합물을 각각 흡입하도록 한 다음, 상기 크랭크축이 배출공정시에는 상기 흡입된 A재와 B재를 토출구인 7a, 7b를 통하여 도면에는 도시하지 않았지만(왜냐하면 본원 발명에서 언급하고 있는 주된 사항이 아니므로 도면을 생략하였음), [발명의 상세한 설명]에서 언급한 대로 이중그라우트 주입장치에 이중관으로 연결된 관에 각각 상기의 A재와 B재를 각각 분리 송출하도록 한 다음, 상기 그라우트 주입장치의 선단에 장착된 선단혼합장치(미도시)에 의해 상기 이중관을 통하여 각각 주입된 A재와 B재를 혼합한 다음 상기 주입선단인 노즐을 통하여 지중내에 압력에 의하여 그라우트재가 주입되도록 하는 것이다.
When the cylinders 5a and b and the discharge ports 7a and b are configured in this way, each time the crank 1 performs one stroke (one revolution), the suction amount of the A material and the B material and the A material discharged to the discharge port 7a and The mixing ratio of the B material discharged to the discharge port 7b can be delivered to the double tube precisely at a volume ratio of 1: 2.
As mentioned in the present invention, “Cylinders 5a and 5b constituted by pistons 3a and 3b respectively connected to crankshafts 1 and 2 crank pins 2a and 2b in two-stroke crankshafts. When the crank rotates, the pistons connected to the pins reciprocate in the cylinder, and the crank shaft is the B material mentioned in the present invention through the two suction ports 6a and 6b during the suction process. Either BGI-1 or BGI-2 is to inhale a mixture of cement and silicic acid as material A, and then the crankshaft is Although the B material is not shown in the drawings through the discharge ports 7a and 7b (because it is not the main point mentioned in the present invention, the drawings are omitted), but as mentioned in the [Detailed Description of the Invention], The A and B materials are separated and sent out to the pipes connected to the pipes, respectively, and then A and B respectively injected through the double pipe by a tip mixing device (not shown) mounted at the tip of the grout injection device. After the ash is mixed, the grout material is injected into the ground through the nozzle which is the injection tip.

이상 설명한 바와 같은 본 발명의 연약지반개량용 비지아이(BGI) 그라우팅재용 주입장치는 연약지반개량현장에서 비지아이(BGI) 그라우트재의 원료인 A재와 B재의 배합비를 일정하게 유지하기 위하여 실린더의 구경과 높이가 동일한 토출구의 구경을 A재와 B재의 표준배합비인 1:2에 적합하도록 각각 32mm:44mm 또는 44mm:62mm로 하여 지반에 그라우트재를 주입할 때 배합비가 일정하게 유지되도록 하는 장치를 제공하므로서, 이를 이용하여 그라우팅작업시 그라우팅의 질을 향상시키면서 용탈을 방지하여 내구성을 향상시킬 수 있도록 하기 위함이다.As described above, the BGI grouting material injector for soft ground improvement according to the present invention has a diameter of a cylinder in order to maintain a constant mixing ratio of A and B materials, which are raw materials of BGI grout, at the soft ground improvement site. It provides 32mm: 44mm or 44mm: 62mm, respectively, so that the diameter of the discharge port with the same height and height is 1: 2, which is the standard mixing ratio of A and B, so that the mixing ratio is kept constant when injecting grout material into the ground. Thus, by using this to improve the durability of the grouting while improving the quality of the grouting to improve the durability.

Claims (4)

A재(1㎥당 시멘트 333㎏와 규산 167ℓ)와 B재(비지아이(B.G.I))-1호 25㎏과 물 또는 비지아이(B.G.I)-2호 8.33㎏)를 주입관의 선단혼합장치에 공급토록 하는 장치에 있어서,          A material (333 kg of cement and 167 L of silicate per 1m3) and B material (BGI) -1 25 kg and water or BGI-2 No. 8.33 kg) are placed in the tip mixing device of the injection tube. In the device for supplying, 상하점이 상반되는 크랭크핀(2a,b) 2개가 있는 크랭크축(1)과, 각 크랭크핀(2a,b)에 설치된 2개의 피스톤(3a,b), 각기 일방향 밸브가 장착된 A재 및 B재용 흡입구(6a,b)와 토출구(7a,b)가 딸린 실린더(5a,b)를 가진 본체(4)로 이뤄지고, 상기 실린더(5a,b)의 용적과 토출구(7a,b)의 구경을 A재와 B재의 일정한 배합비에 부합하도록 일정한 직경이 각각 형성된 것에 특징이 있는 연약지반개량용 비지아이(BGI) 그라우팅재 주입장치.        Crankshaft (1) with two crank pins (2a, b) with upper and lower points opposite, two pistons (3a, b) installed on each crank pin (2a, b), A material and B each equipped with one-way valves It consists of a main body 4 having cylinders 5a and b with inlet ports 6a and b for recycling, and the volume of the cylinders 5a and b and the diameter of the discharge ports 7a and b. BGI grouting material injection device for soft ground improvement, characterized in that each of a certain diameter is formed to meet a certain mixing ratio of the material A and B. 삭제delete 제 1항에 있어서,         The method of claim 1, 상기 일정한 직경은 33mm와 44mm로 각각 형성된 것에 특징이 있는 연약지반개량용 비지아이(BGI) 그라우팅재 주입장치.         BGI grouting material injection device for soft ground improvement characterized in that the constant diameter is formed of 33mm and 44mm, respectively. 제1항에 있어서,          The method of claim 1, 상기 일정한 직경은 44mm와 62mm로 각각 형성된 것에 특징이 있는 연약지반개량용 비지아이(BGI) 그라우팅재 주입장치.         BGI grouting material injection device for soft ground improvement characterized in that the constant diameter is formed of 44mm and 62mm, respectively.
KR1020040072603A 2004-09-10 2004-09-10 Apparatus for injecting BGI groution material for improvement of soft ground KR100705720B1 (en)

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Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH039725A (en) * 1989-03-08 1991-01-17 Asulab Sa Measurement of blood pressure of artery
KR200454326Y1 (en) * 2010-08-17 2011-06-28 유한회사 영신 Plow moisturizing for tractors

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH039725A (en) * 1989-03-08 1991-01-17 Asulab Sa Measurement of blood pressure of artery
KR200454326Y1 (en) * 2010-08-17 2011-06-28 유한회사 영신 Plow moisturizing for tractors

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
공개특허 제2004-54326호(2004. 6.25)
등록번호 제0397251호(2003. 9.13)

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