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1. 发明授权

KR101432467B1 녹화 옹벽 및 이의 시공방법 有权
标题翻译：绿色保持墙及其构造方法
公开(公告)号：KR101432467B1
公开(公告)日：2014-08-21
申请号：KR1020140011463
申请日：2014-01-29
申请人： 주식회사 에이치에스산업
发明人： 서동수
IPC分类号： E02D29/02 , E02D17/20 , E02B3/14 , A01G1/00
CPC分类号： E02D29/02 , A01G2/00 , E02B3/14 , E02D17/20 , E02D2200/13 , E02D2300/0006 , E02D2300/0029 , E02D2300/0084 , Y02P60/244
摘要： The present invention includes: multiple weights continuously stacked on a slope; a spacer which is disposed between the weights and the ground or between the weights and is arranged to protrude to the front of the weights; a geogrid which is disposed between the spacer and the weights and is installed to surround the weights; an iron wire mesh which is installed on the spacer to maintain the gap between the spacer and the weights; the soil which is disposed in the gap between the iron wire mesh and the weights to provide an environment to grow organisms; and a gap prevention unit which is included in the spacer and is used to prevent the spacer from being spaced apart from the weights due to the interference by the weights.
摘要翻译：本发明包括：多个重量连续堆叠在斜坡上; 间隔件，其设置在所述重物和所述地面之间或所述重物之间并且布置成突出到所述重物的前部; 一种土工格栅，其布置在间隔件和重物之间并且被安装成围绕重物; 铁丝网，其安装在间隔件上以保持间隔件和重物之间的间隙; 设置在铁丝网和重物之间的间隙中以提供生长生物的环境的土壤; 以及间隙防止单元，其包括在间隔件中并且用于防止间隔件由于重物的干涉而与重物间隔开。

2. 外观设计

KR3005363550000S 有权
公开(公告)号：KR3005363550000S
公开(公告)日：2009-08-11
申请号：KR3020090016995
申请日：2009-04-21
申请人： 이성만 , 주식회사 에이치에스산업
设计人： 이성만

3. 发明授权

KR101875006B1 걸이부재를 이용한 터널의 보강구조물 有权
公开(公告)号：KR101875006B1
公开(公告)日：2018-07-05
申请号：KR1020150078504
申请日：2015-06-03
申请人： 주식회사 에이치에스산업
发明人： 김문정 , 강영선
IPC分类号： E21D11/10 , E21D11/18 , E21D11/00
摘要： 본발명은터널을보강하기위해설치되는섬유그리드(100)와강지보재(200)를결합하는걸이부재(300)에관한것으로서, 본체(310); 상기섬유그리드(100)와강지보재(200)에걸리도록, 상기본체(310)의양단에형성된고리부(320); 상기섬유그리드(100)와강지보재(200)에발생하는진동의전달을저감하도록, 상기양단의고리부(320) 중일측고리부(321)와상기본체(310) 사이에형성된댐퍼(330);를포함하는것을특징으로하는걸이부재(300)를제시함으로써, 지진하중등에의한진동이발생하는경우라도, 우수한보강성능을발휘하도록한다.

4. 发明公开

KR1020160142585A 섬유그리드를 이용한 터널의 보강구조물 审中-实审
标题翻译：使用该隧道的地铁和加固结构
公开(公告)号：KR1020160142585A
公开(公告)日：2016-12-13
申请号：KR1020150078502
申请日：2015-06-03
申请人： 주식회사 에이치에스산업
发明人： 김문정 , 강영선
IPC分类号： E21D11/10 , E21D21/00 , E21D11/40 , B28B13/02
摘要： 본발명은다수의위사(101) 및경사(102)가간격을두고직조되어, 다수의상하방향격자부(120) 및다수의좌우방향격자부(110)를형성하는섬유그리드(100)에관한것으로서, 상기다수의상하방향격자부(120) 중일부영역에, 상기경사(102)가촘촘하게배치된상하방향보강부(121);를구비한것을특징으로하는섬유그리드(100) 및이를이용한터널의보강구조물을제시함으로써, 산업폐기물배출문제를줄이고, 우수한인장성능을발휘하도록한다.

5. 外观设计

KR3008212960000S 有权
公开(公告)号：KR3008212960000S
公开(公告)日：2015-10-23
申请号：KR3020150027323
申请日：2015-05-29
申请人： 주식회사 에이치에스산업
设计人： 서동수

6. 实用新型

KR200464051Y1 경사빔의 송출 속도 조절을 위한 브레이크 수단을 구비한 지오그리드 제조장치 有权
标题翻译：用于生产土工格栅的设备，包括用于控制经纱从经轴的脱落速度的断裂装置
公开(公告)号：KR200464051Y1
公开(公告)日：2012-12-10
申请号：KR2020120006655
申请日：2012-07-25
申请人： 주식회사 에이치에스산업
发明人： 강영선 , 강신덕
IPC分类号： D03D49/06 , D03D41/00 , D03J1/06 , D06B1/00
摘要： 본고안에따른경사빔의송출속도조절을위한브레이크수단을구비한지오그리드제조장치는, 제직기의경사빔(11)에감겨져있는합성섬유원사를제1경사(5a)로서공급하는동시에상기경사빔이외의장소들에보관된합성섬유원사를제2경사(5b)로서공급하여상기제1경사(5a)와제2경사(5b)가합쳐지도록하는송출부(10); 상기제1경사(5a)와제2경사(5b)를상하방향으로서로이격되도록벌려서그 사이에개구(60)를마련하고위사(6)를삽입함으로써격자형태의직포(500)를짜는제직부(20); 상기제직부(20)에서짜진격자형태의직포(500)에합성수지액(31a)을코팅하는합성수지액코팅부(30); 상기직포(500)에코팅된합성수지액(31a)을가열건조시켜서지오그리드(geogrid, 510)를형성하는건조부(40); 및상기건조부(40)를통과한지오그리드(510)를롤(roll) 형태로권취하는권취부(50);를포함하며, 상기송출부(10)는, 상기경사빔(11)의양 단부에각각결합된빔 플랜지(12), 빔플랜지(12)의외측으로연장되어제직기(1)의몸체(1a)에회전가능하게지지된경사빔축(13), 경사빔축(13)의둘레에결합되며상기경사빔축(13) 보다큰 외경을갖는브레이크패드(111), 브레이크패드(111)의외주면상에감겨지며상기브레이크패드(111)의외주표면에대해마찰력을발휘하는감기부재(112);를포함한다.

7. 发明授权

KR101875005B1 섬유그리드를 이용한 터널의 보강구조물 有权
公开(公告)号：KR101875005B1
公开(公告)日：2018-07-05
申请号：KR1020150078502
申请日：2015-06-03
申请人： 주식회사 에이치에스산업
发明人： 김문정 , 강영선
IPC分类号： E21D11/10 , E21D21/00 , E21D11/40 , B28B13/02
摘要： 본발명은다수의위사(101) 및경사(102)가간격을두고직조되어, 다수의상하방향격자부(120) 및다수의좌우방향격자부(110)를형성하는섬유그리드(100)에관한것으로서, 상기다수의상하방향격자부(120) 중일부영역에, 상기경사(102)가촘촘하게배치된상하방향보강부(121);를구비한것을특징으로하는섬유그리드(100) 및이를이용한터널의보강구조물을제시함으로써, 산업폐기물배출문제를줄이고, 우수한인장성능을발휘하도록한다.

8. 发明公开

KR1020150065000A 능동형 지보재 및 숏크리트를 와이어네트로 일체화시킨 터널 및 그 시공 방법 有权
标题翻译：用于与主动加固构件和运动装置集成网的隧道及其构造方法
公开(公告)号：KR1020150065000A
公开(公告)日：2015-06-12
申请号：KR1020130150006
申请日：2013-12-04
申请人： 한국건설기술연구원 , 영인산업 주식회사 , 주식회사 에이치에스산업
发明人： 마상준
IPC分类号： E21D11/22 , E21D11/10
CPC分类号： E21D11/10 , E21D11/152 , E21D21/00 , E21D11/22
摘要： 무용접방식의와이어네트(Wire-Net)를능동형지보재인강지보재및 록볼트와고리등을이용하여체결한후에숏크리트를타설함으로써능동형지보재, 와이어네트및 숏크리트를일체화시킬수 있고, 또한, 와이어네트를사용함으로써숏크리트의균열을제어하고휨인장특성을향상시킬뿐만아니라터널지보재의전단거동특성을향상시킬수 있고, 이에따라터널구조물의안정성을향상시킬수 있는, 능동형지보재및 숏크리트를와이어네트로일체화시킨터널및 그시공방법이제공된다.
摘要翻译：提供一种用于将活性梁和喷浆混合物与丝网一体化的隧道及其施工方法，其能够通过在使用以下方法固定非焊接丝网之后浇注喷浆混凝土来整合活性梁，线网和喷浆混凝土钢梁，其为主梁，岩栓和环，通过使用钢丝网控制喷浆混凝土的裂缝，提高弯曲拉伸性能。此外，本发明可以增强隧道梁的剪切行为特性，从而提高隧道结构的稳定性。

9. 发明授权

KR101395305B1 녹화 옹벽 및 이의 시공방법 有权
标题翻译：绿色保持墙及其构造方法
公开(公告)号：KR101395305B1
公开(公告)日：2014-05-27
申请号：KR1020140010764
申请日：2014-01-28
申请人： 주식회사 에이치에스산업
发明人： 서동수
IPC分类号： E02D29/02 , E02D17/20 , E02B3/14 , A01G1/00
CPC分类号： E02D29/02 , A01G2/00 , E02B3/14 , E02D17/20 , E02D2300/0034 , E02D2300/0084 , Y02P60/244
摘要： The present invention relates to a greening retaining wall and a construction method for the same. The greening retaining wall includes a heavy object multiply and continuously piled up on a slope; a spacer which protrudes from the front surface of the heavy object and is installed between the heavy object and the ground or between the heaving objects; a geogrid which is installed between the heavy object and the ground or the heavy objects and maintains a gap with the heavy object by enclosing the heavy object and the spacer; soil which are included in a gap between the heavy object and the geogrid and provides environments to grow organisms; and a separation prevention unit which is included in the spacer and prevents the spacer from being separated from the heavy object by being engaged with the heavy object.
摘要翻译：本发明涉及绿化挡土墙及其施工方法。绿化挡土墙包括重物，并在坡道上连续堆放; 间隔件，其从重物的前表面突出并且安装在重物和地面之间或沉积物之间; 安装在重物和地面或重物之间的土工格栅，并通过包围重物和间隔件与重物保持间隙; 包括在重物和土工格栅之间的间隙中的土壤，并提供生长生物体的环境; 以及分离防止单元，其被包括在间隔件中，并且通过与重物体接合来防止间隔件与重物分离。

10. 发明授权

KR101229560B1 고강도 저신율의 지오그리드 제조장치 및 그 제조방법 有权
标题翻译：用于制造具有高强度和低膨胀比的地球物理的装置及其制造方法
公开(公告)号：KR101229560B1
公开(公告)日：2013-02-13
申请号：KR1020120081394
申请日：2012-07-25
申请人： 주식회사 에이치에스산업
发明人： 강영선 , 강신덕
IPC分类号： D03D41/00 , D06B3/10 , D03D25/00 , E02D17/20
摘要： PURPOSE: An apparatus for manufacturing a high strength and low elongation geogrid is provided to elongate a synthetic fiber yarn enough. CONSTITUTION: An apparatus for manufacturing a high strength and low elongation geogrid comprises: a weaving machine(1) which weaves a fabric of a grid form by opening a first warp and a second warp in a longitudinal direction and preparing an opening between the first and second warps; a coating device part(30) which coats a synthetic resin solution(31a) on the fabric; a first pulling unit(300) which applies a first tension in a warp direction of the fabric by pulling the fabric; a first drier part(40) which primarily heats and dries coated synthetic resin solution and prepare a geogrid(501) which is not completely dried; a second pulling unit(310) which applies a second tension in a warp direction of the geogrid by pulling between a plurality of rollers; a second drier part(400) which secondarily heats and completely dries the geogrid; a third pulling unit(320) which applies a third tension in a warp direction of the geogrid; and a rolling unit(50).
摘要翻译：目的：提供一种用于制造高强度和低伸长率土工格栅的设备，以使合成纤维纱线足够伸长。构成：用于制造高强度和低伸长率土工格栅的设备包括：织造机器（1），其通过在纵向方向上打开第一经线和第二经线来编织网格形式的织物，并且在第一和第第二经在织物上涂布合成树脂溶液（31a）的涂布装置部（30）第一牵引单元（300），其通过拉动织物在织物的经向方向上施加第一张力; 第一干燥部（40），其主要加热并干燥涂覆的合成树脂溶液，并制备未完全干燥的土工格栅（501）; 第二牵引单元，其通过在多个辊之间拉动而在所述土工格栅的经向方向上施加第二张力; 第二干燥部分（400），其二次加热并完全干燥土工格栅; 第三牵引单元，其在所述土工格栅的经向方向上施加第三张力; 和轧制单元（50）。

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