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21. 发明公开

KR1020130132282A 복합 기초구조물 및 그 시공방법 无效
标题翻译：复合基础结构及其施工方法
公开(公告)号：KR1020130132282A
公开(公告)日：2013-12-04
申请号：KR1020130056551
申请日：2013-05-20
申请人： 스키너스 주식회사
发明人： 송기용
IPC分类号： E02D27/14 , E02D5/48 , E02D5/46 , C09K17/06
CPC分类号： E02D27/12 , C09K17/00 , E02D5/46 , E02D5/48 , E02D2250/003
摘要： The present invention relates to a foundation structure which is installed in the ground in a vertical direction. The foundation structure comprises: an upper supporting layer (10) installed in the ground in a vertical direction; and a lower supporting layer (20) extended from the bottom of the upper supporting layer (10) to be narrower than the upper supporting layer (10). The upper and lower supporting layers (10, 20) are made of solidified soil prepared by mixing and injecting soil and a soil solidifying agent. By this, the foundation structure improves efficiency and prevents a boring device from being overloaded.
摘要翻译：本发明涉及一种在垂直方向上安装在地面上的基础结构。基础结构包括：在垂直方向上安装在地面中的上支撑层（10）; 以及从上支撑层（10）的底部延伸到比上支撑层（10）更窄的下支撑层（20）。上下支撑层（10,20）由通过混合和注入土壤和土壤固化剂制备的固化土壤制成。由此，基础结构提高了效率，并且防止了钻孔装置的过载。

22. 发明公开

KR1020130131164A 토양 고화제를 이용한 팽이기초공법 有权
标题翻译：使用土壤稳定剂的顶型基础施工方法
公开(公告)号：KR1020130131164A
公开(公告)日：2013-12-03
申请号：KR1020120055030
申请日：2012-05-23
申请人： 스키너스 주식회사
发明人： 송기용
IPC分类号： E02D5/46 , E02D27/14 , E02D5/48 , C09K17/06 , C04B18/06 , C04B18/08
CPC分类号： E02D5/46 , C04B18/067 , C04B18/08 , C09K17/06 , E02D5/48 , E02D27/14 , E02D2300/0018
摘要： The present invention provides a method for constructing a top-shaped foundation by using a soil stabilizer. The present invention includes a boring step for forming a top-shaped boring hole (1) by excavating the ground in a top-shape and a foundation forming step for forming the top-shaped foundation (10) by mixing and injecting soil and the soil stabilizer in the top-shaped boring hole (1) so that the present invention obtains efficient and excellent workability.
摘要翻译：本发明提供了一种通过使用土壤稳定剂来构造顶部基础的方法。本发明包括一种用于通过挖掘顶部的地面形成顶部钻孔（1）的钻孔步骤和通过混合和注入土壤和土壤来形成顶部基础（10）的基础形成步骤稳定器在顶部钻孔（1）中，使得本发明获得有效且优异的可加工性。

23. 发明公开

KR1020130131108A 토양 고화제를 이용한 기초공법 无效
标题翻译：使用土壤稳定剂的基础施工方法
公开(公告)号：KR1020130131108A
公开(公告)日：2013-12-03
申请号：KR1020120054914
申请日：2012-05-23
申请人： 스키너스 주식회사
发明人： 송기용
IPC分类号： E02D3/12 , C09K17/06 , E02D5/46 , E02D17/18 , C04B18/14 , C04B33/135
CPC分类号： E02D3/12 , C04B18/142 , C04B33/135 , C09K17/06 , E02D5/46 , E02D17/18
摘要： The present invention provides a foundation construction method using a soil stabilizer comprising a mounding step of forming a mounding unit (100) by mounding earth and sand in a backfill area behind a building (10); a boring step of forming multiple boring holes by boring the mounding unit (100) upward and downward; a multi-layer processing step of forming multiple piles (200) by injecting the earth and sand and the soil stabilizer into the multiple boring holes; and a surface processing step of forming a reinforcing surface layer (300) by mixing and spreading the earth and sand and the soil stabilizer on the surface of the mounding unit (100) in order to reduce a construction period and to obtain enough strength by effectively solidifying the soil generated at a construction field and by-product waste soil.
摘要翻译：本发明提供了一种使用土壤稳定器的基础施工方法，该土壤稳定器包括通过在建筑物（10）后面的回填区域内堆积土和沙来形成堆垛单元（100）的堆垛台阶; 通过使所述隆起单元（100）向上和向下钻孔来形成多个钻孔的钻孔步骤; 通过将土砂和土壤稳定剂注入到多个钻孔中来形成多个桩（200）的多层加工步骤; 以及表面处理步骤，通过在土体单元（100）的表面上混合并铺展土砂和土壤稳定剂来形成增强表面层（300），以便减少施工周期并且通过有效地获得足够的强度固化施工现场产生的土壤和副产物废弃土壤。

24. 发明公开

KR1020130043464A 콘크리트 보수용 고강도 조성물 有权
标题翻译：用于修复和增强混凝土结构的高强度组合物
公开(公告)号：KR1020130043464A
公开(公告)日：2013-04-30
申请号：KR1020110107610
申请日：2011-10-20
申请人： 스키너스 주식회사
发明人： 송기용 , 이남출
IPC分类号： C04B28/14 , C04B28/04 , C04B26/06 , C04B28/36
CPC分类号： C04B28/14 , C04B14/30 , C04B16/06 , C04B28/04 , C04B2103/34 , C04B2201/50
摘要： PURPOSE: A high strength composition for repairing and reinforcing a concrete structure is provided to have excellent hardening, high strength, durability, and excellent waterproofness. CONSTITUTION: A high strength composition for repairing and reinforcing a concrete comprises 20-30 weight% of calcium alumino sulfate, 60-65 weight% of a Portland cement, 7-15 weight% of a calcium sulfate, 4-6 weight% of an acrylic polymer, 0.15-0.2 weight% of a melamine-based superplasticizer, and 0.01-0.02 weight% of a tartaric acid. The weight ratio of SiO2:Al2O3:CaO is 7.1:13.56:55.4. The acrylic polymer is obtained by polymerizing silicon tetrachloride and polymethacrylic acid. The specific surface area of the high strength composition for repairing and reinforcing a concrete is 3,100-130,000m^2/kg. The melamine-based superplasticizer is sulfonated melamine formaldehyde.
摘要翻译：目的：提供用于修复和增强混凝土结构的高强度组合物以具有优异的硬化性，高强度性，耐久性和优异的防水性。构成：用于修复和增强混凝土的高强度组合物包含20-30重量％的钙铝硫酸盐，60-65重量％的波特兰水泥，7-15重量％的硫酸钙，4-6重量％的丙烯酸类聚合物，0.15〜0.2重量％的三聚氰胺类超增塑剂，0.01-0.02重量％的酒石酸。 SiO 2 :Al 2 O 3：CaO的重量比为7.1:13.56:55.4。通过聚合四氯化硅和聚甲基丙烯酸获得丙烯酸聚合物。用于修复和加固混凝土的高强度组合物的比表面积为31,100-130,000m ^ 2 / kg。三聚氰胺类超增塑剂是磺化三聚氰胺甲醛。

25. 外观设计

KR3007635810002S 有权
公开(公告)号：KR3007635810002S
公开(公告)日：2014-12-17
申请号：KR3020140008252
申请日：2014-02-19
申请人： 스키너스 주식회사
设计人： 송기용

26. 发明授权

KR101451274B1 인공폭포 구조물 및 그 제조방법 有权
标题翻译：人造假体结构及其制造方法
公开(公告)号：KR101451274B1
公开(公告)日：2014-10-15
申请号：KR1020120076622
申请日：2012-07-13
申请人： 스키너스 주식회사 , 지수건설산업(주)
发明人： 송기용
IPC分类号： B44C5/06 , B44F9/04 , E02B5/00
摘要： 본 발명은 인공폭포의 표면을 형성하도록, 토목섬유를 고화혼화액에 함침시켜 제조된 섬유고화판(200)의 경화에 의해 형성된 표면부재(300); 표면부재(300)의 내부에 설치된 충전부(400);를 포함하는 인공폭포 구조물을 제시함으로써, 유해성분의 방출로 인한 환경오염의 우려가 없고, 어독성이 없으므로 물고기의 생육이 가능하며, 시공성이 우수하고, 방수성 및 내구성이 우수한 구조를 제시한다.

27. 外观设计

KR3007635820000S 有权
公开(公告)号：KR3007635820000S
公开(公告)日：2014-10-07
申请号：KR3020130063165
申请日：2013-12-13
申请人： 스키너스 주식회사
设计人： 송기용

28. 发明授权

KR101424736B1 파일 형성 장비 有权
标题翻译：立式成型设备
公开(公告)号：KR101424736B1
公开(公告)日：2014-08-01
申请号：KR1020140011967
申请日：2014-02-03
申请人： 스키너스 주식회사
发明人： 송기용
IPC分类号： E02D5/46 , E02D3/12 , E02D17/13 , E02D5/56
摘要： 본 발명은 구근부 형성장치(100), 상기 구근부 형성장치(100) 하부에 형성되는 소형 파일부 형성장치(200) 및 상기 구근부 형성장치(100)의 상부에 형성되는 대형 파일부 형성장치(300)로 구성되는 파일 형성 장비로서, 지반의 파쇄, 교반 및 고화토의 충전을 동시에 수행할 수 있도록 하여 시공성의 향상을 도모한다.

29. 发明授权

KR101416867B1 토양 고화제를 이용한 연약지반 개량공법 有权
标题翻译：使用土壤稳定剂的稳定化方法
公开(公告)号：KR101416867B1
公开(公告)日：2014-07-08
申请号：KR1020120054896
申请日：2012-05-23
申请人： 스키너스 주식회사
发明人： 송기용
IPC分类号： C09K17/06 , C09K17/10 , C09K17/40
摘要： 본 발명은 염화칼슘 22.4~35.7 중량부, 염화암모늄 12~26 중량부, 염화마그네슘 21.42~34.68 중량부, 황산마그네슘 1.2~7 중량부, 알민산 소다 11.1~13 중량부, 리그린 설폰산염 7.1~10 중량부, 스테아린산 마그네슘 2.5~3.5 중량부, 2가 철 화합물 1~2 중량부를 포함하는 토양 고화제를 제시함으로써, 현장발생토나 부산물 폐토류를 효과적으로 고화하여 충분한 강도를 발휘할 수 있도록 한다.

30. 发明公开

KR1020140019860A 파일 형성 장비 有权
标题翻译：闷器
公开(公告)号：KR1020140019860A
公开(公告)日：2014-02-17
申请号：KR1020140011967
申请日：2014-02-03
申请人： 스키너스 주식회사
发明人： 송기용
IPC分类号： E02D5/46 , E02D3/12 , E02D17/13 , E02D5/56
CPC分类号： E02D5/46 , E02D3/12 , E02D5/56 , E02D17/13 , E02D2200/1692
摘要： The present invention is to provide a drilling apparatus so that construction performance can be improved by simultaneously performing the drilling process of the ground and the filling process of solidified soil. The drilling apparatus comprises a bulb forming drilling apparatus (100) and a small pile part forming drilling apparatus (200), wherein the bulb forming drilling apparatus (100) including a central pipe (110) and side pipes (120) formed to be extended to the side of the central pipe (110) drills the ground, mixes soil and a soil solidifying agent, and then forms a bulb part (10) in the weak layer (a) of the ground by rotating the central pipe (110) and the side pipes (120); and the small pile part forming drilling apparatus (200) including a lower pipe (210) installed to rotate with the central pipe (110), a bit part (230) formed at the bottom of the lower pipe (210) and drilling the ground, and a stirring part (240) formed at the outer circumference of the lower pipe (210) and stirring the ground mixes the soil and the soil solidifying agent, and then forms a small pile part (20) in the supporting layer (b) of the ground by rotating the stirring part (240).
摘要翻译：本发明是提供一种能够通过同时进行地面的钻孔处理和固化土的填充处理来提高施工性能的钻井装置。该钻孔设备包括一个灯泡形成钻孔设备（100）和一个小型桩形成钻孔设备（200），其中，包括形成为延伸的中心管（110）和侧管（120）的灯泡形成钻孔设备（100）在中心管（110）的侧面钻地面，混合土壤和土壤固化剂，然后通过旋转中心管（110）和在中心管（110）的中心管（110）和侧管（120）; 和小桩部形成钻孔装置（200），包括安装成与中心管（110）一起旋转的下管（210），形成在下管（210）的底部并钻出地面的钻头部分（230），并且在下管（210）的外周形成搅拌的搅拌部（240）混合土壤和土壤固化剂，然后在支撑层（b）中形成小的桩部（20）通过旋转搅拌部分（240）来进行研磨。

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