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Небесная энциклопедия

Космические корабли и станции, автоматические КА и методы их проектирования, бортовые комплексы управления, системы и средства жизнеобеспечения, особенности технологии производства ракетно-космических систем

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Мониторинг СМИ и социальных сетей. Сканирование интернета, новостных сайтов, специализированных контентных площадок на базе мессенджеров. Гибкие настройки фильтров и первоначальных источников.

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Применить Всего найдено 29. Отображено 29.
18-10-2017 дата публикации

차량의 보조브레이크 장치 및 그 제어방법

Номер: KR0101786106B1
Автор: 김문겸
Принадлежит: 현대자동차주식회사

... 본 발명은 엔진흡기관에 흡기스로틀밸브가 구비되고 제이크 브레이크 장치가 구비된 경우에, PM의 재생을 위해 상기 흡기스로틀밸브를 작동하는 경우에도 제이크 브레이크의 안정된 제동성능을 확보하도록 하고, 나아가 통상적인 상황에서도 제이크 브레이크의 제동성능을 필요에 따라 더욱 향상시킬 수 있도록 한다.

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Номер записи: 1
10-10-2016 дата публикации

APPARATUS FOR MONITORING JUNCTION BOX

Номер: KR101664331B1
Автор: KIM, MUN GYEOM
Принадлежит: KIM, MUN GYEOM

The present invention relates to an apparatus for monitoring a junction box. The apparatus for monitoring a junction box includes a connector which is electrically connected to electronic products; a detection part which detects the applied voltage value of the electronic products through each connector, and a control part which determines whether a voltage value detected by transmitting/receiving a signal from the detection part is out of a reference value. The detection part includes a pair of resistors connected to one end and the other end of the connector connected to each of the electronic products; a plurality of voltage branch points branched between the resistors; and a MUX to which the voltage value of each of the electronic products is inputted. So, the error of the junction box can be quickly checked and repaired. COPYRIGHT KIPO 2016 ...

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Номер записи: 2
16-05-2016 дата публикации

LIFTING METHOD OF CORRUGATED STEEL PLATE ASSEMBLY STRUCTURE

Номер: KR101621456B1
Автор: RHEE, JONG WHA, KIM, MOON KYUM, SHIN, JUN HYUM, JI, JEONG MIN
Принадлежит: PYUNGSAN SI LTD., CHEONG AM

The present invention relates to a lifting method of a corrugated steel plate assembly structure (100) of a cylindrical structure formed by bending and assembling a plurality of corrugated steel plates (110) so that a cross section can form a wave form. The provided lifting method of a corrugated steel plate assembly structure comprises: a lifting equipment preparing step of preparing lifting equipment (200) including a wire distribution member (210) combined with the wire (11) of a crane (10) and a ring beam (220) combined with the wire distribution member (210) by a plurality of upper wires (201) combined in a radial structure; a reinforcement member installing step of installing reinforcement members (300) in the longitudinal direction of the corrugated steel plate assembly structure (100) and installing the plurality of reinforcement members (300) in a line in the circumferential direction of the corrugated steel plate assembly structure (100) in order to restrict the vertical elastic ...

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Номер записи: 3
12-05-2016 дата публикации

ARCH STRUCTURE USING CORRUGATED STEEL PLATE AND CONSTRUCTION METHOD THEREOF

Номер: KR101620513B1
Автор: RHEE, JONG WHA, KIM, MOON KYUM, SON, HEE JUN
Принадлежит: PYUNGSAN SI LTD., CHEONG AM

Provided by the present invention is an arch structure using a corrugated steel plate, which comprises: an internal assembly (100) which is formed in an arch structure by multiple assembling operations for an internal corrugated steel plate (110) having a plurality of circular coupling holes (111) so that a cross section in a longitudinal direction forms a wave pattern; a waterproof layer (200) which is formed by coating the outer surface of the internal assembly (100) with a waterproof material; an external assembly (300) which is installed to cover the outer surface of the waterproof layer (200) by multiple assembling operations for an external corrugated steel plate (310) penetrated with a plurality of long hole type coupling holes (311) so that a cross section in a longitudinal direction forms a wave pattern; and a plurality of coupling members (400) which is combined with the circular coupling holes (111) and the long hole type coupling holes (311) in order to form a mutual coupling ...

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Номер записи: 4
01-06-2015 дата публикации

SHAFT MODULE AND SHAFT CONSTRUCTION METHOD USING SAME

Номер: KR1020150059640A
Автор: RHEE, JONG WHA, KIM, MOON KYUM, JI, JEONG MIN
Принадлежит:

The present invention provides a shaft module and a shaft construction method using the same capable of highly reducing accidents and construction periods. The shaft module (100) comprises: a cylindrical wall (110) formed by curving a corrugated steel plate to have a corrugated cross section; and a reinforcing member (120) coupled to the lower circumference of the cylindrical wall (110). COPYRIGHT KIPO 2015 ...

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Номер записи: 5
21-06-2016 дата публикации

CONSTRUCTION METHOD OF CORRUGATED STEEL TUNNEL

Номер: KR101629291B1
Автор: RHEE, JONG WHA, KIM, MOON KYUM, SON, HEE JUN
Принадлежит: PYUNGSAN SI LTD., CHEONG AM

The present invention relates to a construction method of a corrugated steel tunnel, capable of providing firm coupling between a corrugated steel and a wall, and a simple construction method by comprising: a coupling member preparation step of preparing a coupling member (400) having a U-shaped channel (410) comprising a bottom plate (411), an outer plate (412) and an inner plate (413) with an open upper part and a stud (420) extended from the bottom plate (411) of the channel (410); a wall installation step of installing a wall (200) using a reinforced concrete, wherein the coupling member (400) is coupled at an upper part of the wall (200), the stud (420) is buried in the wall (200) and the channel (410) is exposed out of the upper part of the wall (200); a corrugated steel assembly step of forming an arch-shaped corrugated steel assembly (100) to make a cross-section of the corrugated steel plate a corrugated steel by assembling a plurality of corrugated steel plates; and a corrugated ...

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Номер записи: 6
24-03-2017 дата публикации

SOUNDPROOF TUNNEL HAVING VEGETATION PART AND CONSTRUCTION METHOD THEREOF

Номер: KR101719711B1
Автор: RHEE, JONG WHA, KIM, MOON KYUM, SON, HEE JUN, LEE, JUNG HYUN, JUNG, BYUNG WOO
Принадлежит: PYUNGSAN SI LTD., CHEONG AM, TECHSTAR KOREA INC.

The present invention provides a soundproof tunnel (10) having a vegetation part (400) in an upper part of a roof and a truss structure, and comprising: the roof (200) formed to have a one or two-directional lateral gradient; a pillar (300) installed in left and right end parts of the roof (200); a corrugated steel plate (100) installed in an upper part of an upper chord member (210) of the roof (200) to form a corrugated cross sectional structure along a front/rear direction; and a vegetation part support (900) formed in left and right edge parts of the roof (200) in order to support soil of the vegetation part (400) formed in an upper part of the corrugated steel roof (100). A coating layer can be formed on an upper surface of the corrugated steel plate (100) in order to prevent corrosion of the corrugated steel plate (100). Since the corrugated steel plate (100) is installed to form the corrugated cross sectional structure along the front/rear direction on the roof (200) having the one ...

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Номер записи: 7
04-03-2016 дата публикации

JOINT STRUCTURE FOR CORRUGATED STEEL PLATE AND CONSTRUCTION METHOD THEREOF

Номер: KR0101599811B1
Автор: 이종화, 김문겸, 손희준
Принадлежит: 평산에스아이 주식회사, 청암건업 주식회사

... 본 발명은 종단면이 파형을 이루도록 설치된 외부 파형강판(110); 종단면이 파형을 이루도록 상기 외부 파형강판(110)의 내부에 결합함과 아울러, 하단이 상기 외부 파형강판(110)에 비해 짧게 형성된 내부 파형강판(120); 상기 외부 파형강판(110)의 하부와 상기 내부 파형강판(120)의 하부 사이 영역에 형성된 단차부(130); 내부에 철근조립체(201)가 매설된 콘크리트 재질에 의해 형성됨과 아울러, 상기 내부 파형강판(120)의 하부 영역 및 상기 단차부(130)의 내측 영역에 형성된 돌출벽체(210)와, 상기 돌출벽체(210)의 하부 및 상기 외부 파형강판(110)의 하부에 형성된 본벽체(220)를 구비한 벽체(200); 일단이 상기 철근조립체(201)에 결합하여 상기 벽체(200)에 매설되고, 타단이 상기 벽체(200)에서 노출되어 상기 외부 파형강판(110)에 결합하는 앵커(300);를 포함하는 것을 특징으로 하는 파형강판 결합구조물(A)을 제시함으로써, 풍하중 및 지진하중에 대한 저항성능이 우수하면서도 효율적인 보강구조를 얻도록 한다.

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Номер записи: 8
09-08-2018 дата публикации

CORRUGATED STEEL SHEET HAVING INCLINED PORTION IN WHICH POSITION OF COUPLING HOLE IS ADJUSTED AND JOINT CORRUGATED STEEL SHEET STRUCTURE USING SAME

Номер: WO2018143567A1
Автор: RHEE, Jong Wha, LEE, Jung Hyun, KIM, Moon Kyum, SHIN, Jun Hyum, LEE, Choon Woo, BAEK, Kyung Soo, GU, Ki Hyun
Принадлежит:

The present invention relates to a corrugated steel sheet, and provides a corrugated steel sheet (B) having an inclined portion in which the position of a coupling hole is adjusted, wherein: among a pair of corrugated steel sheets (A, B), a corrugated steel sheet (B) is overlapped and joined with the upper portion of a lower corrugated steel sheet (A) and has the same thickness as the lower corrugated steel sheet (A); a common bolt is coupled to both a coupling hole in the lower corrugated steel sheet (A) and a coupling hole in the corrugated steel sheet (B); and when assuming that the distance between the center of a middle crest portion coupling hole (111) and the center of an adjacent inclined portion coupling hole (141) is a coupling hole distance (a, b), the coupling hole distance (b) for the corrugated steel sheet (B) is calculated by equation 1. Therefore, the present invention can obtain a stable bolt coupling strength, can minimize the occurrence of a gap in a joint corrugated ...

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Номер записи: 9
18-09-2017 дата публикации

SPLIT STRUCTURE OF HORIZONTAL MINESHAFT OF CORRUGATED STEEL PLATE AND CONSTRUCTION METHOD THEREOF

Номер: KR1020170104790A
Автор: RHEE, JONG WHA, KIM, MOON KYUM, SHIN, JUN HYUM
Принадлежит:

The present invention proposes a split structure of a horizontal mineshaft of a corrugated steel plate, comprising: a horizontal mineshaft (100) formed in an arcuate cross-sectional structure by bending and assembling a plurality of corrugated steel plates such that a longitudinal cross section forms a waveform; a supporting member (200) provided longitudinally on both inner surfaces of the horizontal mineshaft (100); and a divided member (300) having both ends supported by the supporting member to vertically divide the horizontal mineshaft (100), and also installed by a plurality of corrugated steel plates assembled longitudinally on an inner surface of the horizontal mineshaft (100) such that a transverse cross section forms a waveform. Accordingly, the present invention is able to efficiently be applied not only to a small-scale open cut method, but also to a large-scale non-open cut method. COPYRIGHT KIPO 2017 ...

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Номер записи: 10
27-11-2017 дата публикации

파형강판 횡갱의 분할구조물 및 그 시공방법

Номер: KR0101801054B1
Автор: 이종화, 김문겸, 신준현
Принадлежит: 청암건업 주식회사

... 본 발명은 종단면이 파형을 이루도록, 다수의 파형강판의 절곡 및 조립에 의해 아치형 단면 구조로 형성된 횡갱(100); 상기 횡갱(100)의 양측 내면에 길이방향을 따라 설치된 지지부재(200); 상기 횡갱(100)을 상하로 분할하기 위하여, 상기 지지부재(200)에 양단이 지지됨과 아울러, 길이방향 횡단면이 파형을 이루도록 상기 횡갱(100)의 내면에 길이방향을 따라 다수의 파형강판의 조립에 의해 설치된 분할부재(300);를 포함하는 것을 특징으로 하는 파형강판 횡갱의 분할구조물을 제시함으로써, 소규모의 개착식 공법 뿐만 아니라, 대규모의 비개착식 공법에도 효율적으로 적용이 가능하도록 한다.

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Номер записи: 11
03-08-2015 дата публикации

COUPLING STRUCTURE FOR CORRUGATED STEEL PLATE AND CONSTRUCTION METHOD THEREOF

Номер: KR1020150088762A
Автор: RHEE, JONG WHA, KIM, MOON KYUM, SON, HEE JUN
Принадлежит:

Provided is a coupling structure (A) for a corrugated steel plate comprising: an external corrugated steel plate (110) installed to make a longitudinal section corrugated; an internal corrugated steel plate (120) coupled to the inside of the external corrugated steel plate (110) to make a longitudinal section corrugated and having a shorter bottom than the external corrugated steel plate (110); a stepped part (130) formed in a section between the lower part of the external corrugated steel plate (110) and the lower part of the internal corrugated steel plate (120); a wall (200) formed of a concrete material in which a steel reinforcement assembly (201) is buried and having a protrusion wall (210) formed in the lower section of the internal corrugated steel plate (120) and the inner section of the stepped part (130) and a main wall (220) formed in the lower part of the protrusion wall (210) and the lower part of the external corrugated steel plate (110); and an anchor (300) having one end ...

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Номер записи: 12
19-02-2018 дата публикации

파형강판 터널

Номер: KR0101829819B1
Автор: 이종화, 김문겸, 손희준
Принадлежит: 청암건업 주식회사

... 본 발명은 전후방향을 따라 파형단면구조가 형성되도록, 아치구조로 형성된 파형강판(400); 상기 파형강판(400)의 양단이 삽입되어 지지되도록, 제1측판(110), 제2측판(120), 저판(130)을 구비하고 상측이 개구된 "ㄷ"자형 단면구조의 채널(100); 상기 채널(100)의 하부에 결합한 벽체(200);를 포함하고, 상기 벽체(200)는, 상기 채널(100)의 저판(130)이 상면에 결합한 본벽체(210); 상기 본벽체(210)의 내측 상면에서 상측으로 길이방향을 따라 돌출됨과 아울러, 상기 채널(100)의 제2측판(120)이 외면에 결합한 돌출벽체(220);를 포함하는 것을 특징으로 하는 파형강판 터널을 제시함으로써, 파형강판을 타고 내려온 물이 파형강판과 벽체의 결합부위를 통해 터널 내측으로 유출되는 것을 방지하도록 한다.

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Номер записи: 13
12-05-2016 дата публикации

TUNNEL STRUCTURE USING CORRUGATED STEEL PLATE JOINT STRUCTURE AND CONSTRUCTION METHOD THEREOF

Номер: KR101620515B1
Автор: RHEE, JONG WHA, KIM, MOON KYUM, SON, HEE JUN
Принадлежит: PYUNGSAN SI LTD., CHEONG AM

The present invention is to obtain an efficient reinforcing structure with excellent resistance to earth pressure, by suggesting a corrugated steel plate joint structure (A) including: an external corrugated steel plate (110) installed to form a corrugated cross section; an internal corrugated steel plate (120) which is combined to the inside of the external corrugated steel plate (110) to form a corrugated cross section, and is formed longer than the external corrugated steel plate (110); a protruding part (130) which is formed on an area between a lower part of the external corrugated steel plate (110) and a lower part of the internal corrugated steel plate (120); a protruding wall (210) which is formed with a concrete material buried with a reinforcing bar assembly (201) inside, and also is formed on a lower area of the external corrugated steel plate (110) and an outside area of the protruding part (130); a wall (200) comprising a main wall (220) formed on a lower part of the protruding ...

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Номер записи: 14
21-02-2018 дата публикации

CORRUGATED STEEL PLATE STRUCTURE REINFORCED BY AND COUPLED TO LARGE CORRUGATED STEEL PLATE, AND TUNNEL USING SAME

Номер: KR1020180017915A
Автор: RHEE, JONG WHA, KIM, MOON KYUM, SON, HEE JUN, LEE, JUNG HYUN
Принадлежит:

The present invention relates to a corrugated steel plate structure reinforced by and coupled to a large corrugated steel plate, and a tunnel using the same. According to the present invention, the structure comprises: a basic corrugated steel plate (10) including two protrusion parts (11) and three recessed parts (12), and formed to have a constant wavelength (a1) and amplitude (b1); the large corrugated steel plate (20) including three protrusion parts (21) and two recessed parts (22), and formed to have a constant wavelength (a2) and amplitude (b2), wherein the wavelength (a2) and amplitude (b2) are larger than the wavelength (a1) and amplitude (b1) of the basic corrugated steel plate (10); a left connection corrugated steel plate (30) including two protrusion parts (31) and two recessed parts (32), and formed to have the wavelength (a2) and amplitude (b2) of the large corrugated steel plate (20); and a right connection corrugated steel plate (40) including two protrusion parts (41) ...

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Номер записи: 15
27-11-2017 дата публикации

CORRUGATED STEEL PLATE WITH ADJUSTED POSITION OF COMBINATION HOLE ON INCLINED UNIT AND CORRUGATED STEEL PLATE COMBINATION STRUCTURE USING SAME

Номер: KR101801053B1
Автор: RHEE, JONG WHA, LEE, JUNG HYUN, KIM, MOON KYUM, SHIN, JUN HYUM, LEE, CHOON WOO, BAEK, KYUNG SOO, GU, KI HYUN
Принадлежит: DAEDO TECH CO., LTD., CHUNGAM ENGINEERING AND CONSTUCTION CO., LTD.

The present invention relates to a corrugated steel plate with an adjusted position of a combination hole on an inclined unit and a corrugated steel plate combination structure using the same. According to the present invention, the corrugated steel plate comprises: a W-shaped main frame which includes: one central mountain unit, (110); two mountain units for combination (120); two valley units, (130); four inclined units (140); and combination holes (111, 121, 131, 141) formed on a central unit of the one central mountain unit (110), the two mountain units for combination (120), the two valley units (130), and the four inclined units, respectively(140). A pair of the corrugated steel plates (A, B) are vertically overlapped and combined with each other to form a corrugated steel plate combination structure. Of the pair of corrugated steel plates (A, B), when a corrugated steel plate (B) is overlapped and combined with a top side of the bottom corrugated steel plate (A), when the thickness ...

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Номер записи: 16
27-11-2017 дата публикации

파형강판 연결부 채널을 이용한 파형강판 터널

Номер: KR0101801052B1
Автор: 이종화, 김문겸, 신준현, 이정현
Принадлежит: 대도테크 주식회사

... 본 발명은 두개의 돌출부(11)와 세개의 함몰부(12)를 구비하고, 양단의 상기 함몰부(12)에 결합부가 형성되며, 일정한 파장(a1) 및 진폭(b1)을 갖도록 형성된 소형 파형강판(10); 두개의 돌출부(21)와 세개의 함몰부(22)를 구비하고, 양단의 상기 함몰부(22)에 결합부가 형성되며, 일정한 파장(a2) 및 진폭(b2)을 갖도록 형성됨과 아울러, 상기 파장(a2) 및 진폭(b2)이 상기 소형 파형강판(10)의 파장(a1) 및 진폭(b1)에 비해 크게 형성된 대형 파형강판(20); 상기 소형 파형강판(10) 및 대형 파형강판(20)이 결합하도록 제1측판(110), 제2측판(120), 저판(130)을 구비하고, 상측이 개구된 "ㄷ"자형 단면구조의 본체와, 벽체(200)에 매립되도록, 상기 저판(130)에서 하측으로 돌출형성됨과 아울러, 길이방향을 따라 다수가 설치된 하측 보강부재(140)를 구비한 파형강판 지지용 채널(A); 상기 파형강판 지지용 채널(A)의 하부에 결합한 벽체(200);를 포함하고, 상기 파형강판 지지용 채널(A)은, 상기 소형 파형강판(10)의 결합부와 상기 대형 파형강판(20)의 결합부가 결합하여 형성된 상기 연결부(a)가 삽입되어 지지되도록 설치됨과 아울러, 상기 소형 파형강판(10)이 삽입되어 결합하도록, 상기 제1측판(110)과 제2측판(120) 사이의 간격이 좁게 형성된 소형 파형강판 삽입부(101)와, 상기 대형 파형강판(20)이 삽입되어 결합하도록, 상기 제1측판(110)과 제2측판(120) 사이의 간격이 상기 소형 파형강판 삽입부(101)에 비해 넓게 형성된 대형 파형강판 삽입부(102)를 구비한 파형강판 연결부 채널(100); 상기 연결부(a)를 형성하는 상기 소형 파형강판(10)에 결합하는 타 소형 파형강판(10a)이 삽입되어 지지되도록, 상기 파형강판 연결부 채널(100)의 소형 파형강판 삽입부(101) 측에 결합함과 아울러, 상기 벽체(200)의 상부에 결합한 소형 파형강판 지지용 채널(310); 상기 연결부(a) ...

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Номер записи: 17
20-11-2017 дата публикации

CORRUGATED STEEL PLATE TUNNEL USING CHANNEL OF CORRUGATED STEEL PLATE CONNECTION PART

Номер: KR1020170126705A
Автор: RHEE, JONG WHA, KIM, MOON KYUM, SHIN, JUN HYUM, LEE, JUNG HYUN
Принадлежит:

Disclosed is a corrugated steel plate tunnel comprising: a small corrugated steel plate (10) including two protrusion parts (11) and three recessed parts (12), and having a coupling part formed in the recessed part (12) disposed in both ends; a large corrugated steel plate (20) including two protrusion parts (21) and three recessed parts (22), and having a coupling part formed in the recessed part (22) disposed in both ends; a corrugated steel plate supporting channel (A) including first and second side plates (110, 120), and a bottom plate (130) to be coupled to the small and large corrugated steel plates (10, 20), and a plurality of lower reinforcement members (140) downwardly protruding from the bottom plate (130) and installed in a longitudinal direction to be buried in a main body and a wall (200); and the wall coupled to a lower part of the corrugated steel plate supporting channel (A). Accordingly, blistering and inclined effects of the channel are prevented, thereby being able to ...

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Номер записи: 18
08-12-2017 дата публикации

CORRUGATED STEEL PLATE TUNNEL WITH INCREASED CORRUGATED-DIRECTION TENSILE STRENGTH

Номер: KR1020170135486A
Автор: RHEE, JONG WHA, KIM, MOON KYUM, SON, HEE JUN, LEE, JUNG HYUN
Принадлежит:

The present invention relates to a corrugated steel plate tunnel comprising: a small corrugated steel plate (10) which includes two protrusions (11) and three depressions (12), is provided with coupling portions at the depressions (12) of both ends, and is formed to have a predetermined wavelength (a1) and amplitude (b1); a large corrugated steel plate (20) includes two protrusions (21) and three depressions (22), is provided with coupling portions (22) at the depressions (22) of both ends, and is formed to have a predetermined wavelength (a2) and amplitude (b2), wherein the wavelength (a1) and amplitude (b2) are larger than the wavelength (a1) and the amplitude (b1) of the small corrugated steel plate (10). The corrugated steel plate tunnel uses a corrugated steel plate assembly reinforced by coupling the coupling portions of the small corrugated steel plate (10) to the coupling portions of the large corrugated steel plate (20). The corrugated steel plate tunnel is formed in an arched ...

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Номер записи: 19
15-06-2017 дата публикации

REINFORCING STRUCTURE FOR LARGE CORRUGATED STEEL PLATE AND TUNNEL USING SAME

Номер: WO2017099304A1
Автор: RHEE, Jong Wha, KIM, Moon Kyum, SON, Hee Jun, LEE, Jung Hyun
Принадлежит:

Disclosed is a reinforcing structure for a large corrugated steel plate, the structure comprising: a small corrugated steel plate (10) having two protrusions (11), three depressions (12), and coupling portions formed in the depressions (12) on opposite ends thereof, the small corrugated steel plate (10) being formed to have a predetermined wavelength (a1) and a predetermined amplitude (b1); and a large corrugated steel plate (20) having two protrusions (21), three depressions (22), and coupling portions formed in the depressions (22) on opposite ends thereof, the large corrugated steel plate (20) being formed to have a predetermined wavelength (a2) and a predetermined amplitude (b2) that are greater than the wavelength (a1) and the amplitude (b1) of the small corrugated steel plate (10), wherein the large corrugated steel plate (20) is reinforced by combining the coupling portions of the small corrugated steel plate (10) and the coupling portions of the large corrugated steel plate (20) ...

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Номер записи: 20
04-09-2018 дата публикации

파형방향 인장강도를 증대한 파형강판 터널

Номер: KR0101894914B1
Автор: 이종화, 김문겸, 손희준, 이정현
Принадлежит: 대도테크 주식회사

... 본 발명은 두개의 돌출부(11)와 세개의 함몰부(12)를 구비하고, 양단의 상기 함몰부(12)에 결합부가 형성되며, 일정한 파장(a1) 및 진폭(b1)을 갖도록 형성된 소형 파형강판(10); 두개의 돌출부(21)와 세개의 함몰부(22)를 구비하고, 양단의 상기 함몰부(22)에 결합부가 형성되며, 일정한 파장(a2) 및 진폭(b2)을 갖도록 형성됨과 아울러, 상기 파장(a2) 및 진폭(b2)이 상기 소형 파형강판(10)의 파장(a1) 및 진폭(b1)에 비해 크게 형성된 대형 파형강판(20);을 포함하고, 상기 소형 파형강판(10)의 결합부와 상기 대형 파형강판(20)의 결합부가 결합하여 보강된 파형강판 조립체를 이용한 파형강판 터널에 관한 것으로서, 길이방향을 따라 파형단면구조를 이루도록 아치 구조로 형성됨과 아울러, 상기 대형 파형강판(20)이 단부에 배치된 상기 파형강판 조립체; 상기 파형강판 조립체 중 상기 대형 파형강판(20)이 매설되도록, 터널의 단부에 설치된 콘크리트 면벽(160); 상기 대형 파형강판(20)의 파형방향 인장강도를 증대하도록, 상기 대형 파형강판(20)에 설치된 인장보강부재(500);를 포함하는 구조를 제시함으로써, 콘크리트 면벽의 전도 위험을 방지할 수 있도록 한다.

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Номер записи: 21
12-10-2016 дата публикации

FFC-TYPE HARNESS WIRE CAPABLE OF IDENTIFYING SHORT CIRCUIT

Номер: KR1020160118517A
Автор: KIM, MUN GYEOM
Принадлежит:

The present invention relates to an FFC-type harness wire. The FFC-type harness wire comprises: at least one core wire to transfer power or a signal; a color changing layer coated on the outside of the core wire to change a color when conducting electricity to check whether electricity is conducted; and a sheathed outer skin arranged to enclose the outside of the color changing layer. The harness wire forms the color changing layer on an outer circumferential surface of the core wire to form a color when conducting electricity to easily find out whether the core wire is short-circuited. A fluorescent layer is additionally formed on an outer circumferential surface of the color changing layer to easily find out whether the core wire is short-circuited even if a color is weakly formed or at night. A light amplification unit is arranged on the wire to easily find out whether a color is formed. COPYRIGHT KIPO 2016 ...

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Номер записи: 22
20-07-2016 дата публикации

METHOD TO CONSTRUCT CORRUGATED STEEL SHEET TUNNEL

Номер: KR101641172B1
Автор: RHEE, JONG WHA, KIM, MOON KYUM, JEONG, JAE HOON, YOON, KWANG DEUK
Принадлежит: PYUNGSAN SI LTD., CHEONG AM

According to the present invention, the method comprises: a step of excavating a ground to form a horizontal adit; a step of preparing a plurality of corrugated steel sheets (110) having a structure capable of being coupled to form a tunnel structure in the horizontal adit; a step of coupling the corrugated steel sheets (110) on the ground to form a corrugated steel sheet assembly (100) in a section capable of ground work; a step of forming a temporary coupling portion (200) on a boom head (12) of a car crane (10); a high position corrugated steel sheet temporary coupling step of temporarily coupling a high position corrugated steel sheet (120) to be coupled to a section in which ground work is difficult in the corrugated steel sheets (110), to the temporary coupling portion (200); a high position corrugated steel sheet carrying step of driving the boom (11) of the car crane (10) to allow the high position corrugated steel sheet (120) to be adjacent to the coupling position (101) of the ...

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Номер записи: 23
20-11-2017 дата публикации

JOINT CHANNEL FOR CORRUGATED STEEL PLATE AND CORRUGATED STEEL PLATE TUNNEL USING SAME

Номер: KR1020170126701A
Автор: RHEE, JONG WHA, KIM, MOON KYUM, SON, HEE JUN
Принадлежит:

The present invention relates to a C-shaped structured channel with an opened upper side having first and second side plates (110, 120) and a lower plate (130) to allow a joint part (2) formed by coupling small and large corrugated steel plates (10, 20) to be inserted and supported, and provides a joint channel for a corrugated steel plate (100), comprising: a small corrugated steel plate insertion part (101) having a small gap formed between the first and second side plates (110, 120) to allow the small corrugated steel plate (10) to be inserted and coupled; and a large corrugated steel plate insertion part (102) having a gap wider than that of the small corrugated steel plate insertion part (101) formed between the first and second side plates (110, 120) to allow the large corrugated steel plate (20) to be inserted and coupled. Accordingly, excellent constructability and structural stability are able to be provided. COPYRIGHT KIPO 2017 ...

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Номер записи: 24
04-07-2018 дата публикации

결합홀 덮개, 이를 이용한 파형강판 결합구조물 및 그 시공방법

Номер: KR0101870872B1
Автор: 이종화, 김문겸, 황성묵, 이정현
Принадлежит: 청암건업 주식회사

... 본 발명의 결합홀 덮개(300)는 내측 파형강판(110)과 외측 파형강판(120)의 결합에 의해 형성된 결합홀(300a)에 이물질이 침투하는 것을 방지하기 위해 결합홀(300a)의 중앙부를 폐쇄하는 중앙폐쇄부(310); 내측 파형강판(110)과 외측 파형강판(120)의 결합부를 보호하도록 중앙폐쇄부(310)의 전후방향으로 연장형성된 결합부보호부(320);를 포함한다. 본 발명의 결합홀 덮개(300)를 이용한 파형강판 결합구조물은 종단면이 파형을 이루도록 설치된 내측 파형강판(110); 종단면이 파형을 이루도록 내측 파형강판(110)의 외부 측면부(A)에 결합하는 외측 파형강판(120); 결합홀(300a)에 이물질이 침투하는 것을 방지하기 위해 결합홀(300a)을 덮도록 결합되는 결합홀 덮개(300); 내측 파형강판(110)과 외측 파형강판의 결합부 하단부에 형성된 지지부(200);를 포함한다. 이 경우, 결합홀 덮개(300)가 외측 파형강판 결합부에 형성된 결합홀에 이물질이 침투하는 것을 방지한다.

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Номер записи: 25
17-01-2019 дата публикации

구조 개선된 콘택트 렌즈 제조용 주형

Номер: KR0101939587B1
Автор: 김문겸, 박용주
Принадлежит: (주) 메디오스

... 본 발명은 볼록부(210)와 외측에 제2 플랜지(230) 갖는 상부 수몰드(200)와, 오목부(10)을 갖는 하부 암몰드(100)가 합체되어 콘택트 렌즈를 성형하는 콘택트 렌즈 제조용 주형에 관한 것으로, 상기 하부 암몰드(100)는, 상기 볼록부(210)와 합체되어 렌즈 본체부(S1)를 성형하는 오목부(10)와, 상기 오목부(10)의 상측에 360도 원주를 둘러서 돌출 형성되고, 상기 상부 수몰드(200)의 경계부(220)과 함께 성형체의 렌즈부(S1)와 에지부(S3)를 분리 구획하는 위크 영역(Weak 영역, Parting Line)을 성형하는 위크 영역 성형 돌기부(20)와, 상기 오목부(10)의 상측변으로부터 수평하게 연장 형성되고 적어도 일부가 상기 제2 플랜지(230)의 하부에서 대향되는 제1 플랜지(30),를 포함하여 구성되되, 성형 후 상, 하 몰드 탈형시 성형체의 에지부(S3)는 상기 상부 수몰드(200)보다 상기 하부 암몰드(100)에 부착되는 힘이 커서 상기 상부 수몰드(200)와 탈형되고 상기 하부 암몰드(100)에 부착 상태로 남아있고, 상기 렌즈 본체부(S1)는 상기 하부 암몰드(100)보다 상부 수몰드(200)보다 에 부착되는 힘이 커서 상기 하부 암몰드(100)로부터 이탈되고 상부 수몰드(200)에 부착 상태로 남아있어서, 상, 하 몰드 탈형에 의해 자동으로 성형체의 위크 영역(Weak 영역, S2)을 경계로 에지부(S3)가 상기 렌즈 본체부(S1)로부터 분리되는 것을 특징으로 하는 구조 개선된 콘택트 렌즈 제조용 주형에 관한 것이다.

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Номер записи: 26
20-11-2017 дата публикации

CORRUGATED STEEL PLATE TUNNEL

Номер: KR1020170126702A
Автор: RHEE, JONG WHA, KIM, MOON KYUM, SON, HEE JUN
Принадлежит:

The present invention provides a corrugated steel plate tunnel comprising: a corrugated steel plate (400) formed in an arch structure to form a corrugated cross sectional structure in a front/rear direction; a staple shape cross section structured channel (100) including first and second side plates (110, 120), and a lower plate (130) to allow both ends of the corrugated plate (400) to be inserted and supported having an opened upper side; and a wall (200) coupled to a lower part of the channel (100). The wall (200) comprises: a main wall (210) wherein the lower plate (130) of the channel (100) is coupled to an upper surface; and a protruding wall (200) upwardly protruding from an inner upper surface of the main wall (210) in a longitudinal direction wherein the second side plate (120) of the channel (100) is coupled to an outer surface. Accordingly, water flowing along the corrugated steel plate is prevented from flowing inside the tunnel through a joint portion between the corrugated ...

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Номер записи: 27
11-07-2016 дата публикации

JOINT STRUCTURE FOR VERTICAL PIT AND HORIZONTAL PIT AND CONSTRUCTION METHOD THEREOF

Номер: KR101638478B1
Автор: RHEE, JONG WHA, KIM, MOON KYUM, SHIN, JUN HYUM, JI, JEONG MIN
Принадлежит: PYUNGSAN SI LTD., CHEONG AM

According to the present invention, a joint structure for a vertical pit and a horizontal pit comprises: a vertical pit unit (100) formed in a cylindrical shape by bending and assembling a plurality of corrugated steel plates to form a corrugated cross section, and provided with an arch-shaped through hole (102) laterally formed; a horizontal pit unit (200) formed in a semicircular structure by bending and assembling a plurality of corrugated steel plates to form a corrugated longitudinal section, and provided with a front open unit (202) corresponding to the arch-shaped through hole (102); a vertical pit joint member (110) installed around a rim of the arch-shaped through hole (102) of the vertical pit unit (100); and a horizontal pit joint member (210) installed around a rim of the front open unit (202) of the horizontal pit unit (200) to be mounted on the vertical pit joint member (110). The vertical pit unit (100) and the horizontal pit unit (200) are perpendicularly mounted on each ...

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Номер записи: 28
28-08-2017 дата публикации

COUPLING HOLE COVER, STRUCTURE WITH COUPLED CORRUGATED STEEL PLATE USING SAME, AND CONSTRUCTION METHOD THEREOF

Номер: KR1020170097494A
Автор: RHEE, JONG WHA, KIM, MOON KYUM, HWANG, SEONG MUK, LEE, JUNG HYUN
Принадлежит:

According to the present invention, a coupling hole cover (300) comprises: a middle closing unit (310) to close a middle portion of a coupling hole (300a) to prevent a foreign substance from infiltrating into the coupling hole (300a) formed by coupling an inner corrugated steel plate (110) and an outer corrugated steel plate (120); and a coupling unit protection unit (320) extended in a front and a rear direction of the middle closing unit (310) to protect a coupling unit of the inner corrugated steel plate (110) and the outer corrugated steel plate (120). According to the present invention, a structure with a coupled corrugated steel plate using a coupling hole cover (300) comprises: an inner corrugated steel plate (110) installed to allow a longitudinal end surface thereof to form a waveform; an outer corrugated steel plate (120) coupled to an outer side (A) of the inner corrugated steel plate (110) to allow a longitudinal end surface thereof to form a waveform; a coupling hole cover ...

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Номер записи: 29