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1. 发明授权

KR101681567B1 PHC 말뚝과 강관파일의 합성에 의해 휨모멘트 지배 구간이 보강된 복합말뚝 및 그 시공방법 有权
标题翻译： PHC复合桩与PHC桩和钢管及其构造方法
公开(公告)号：KR101681567B1
公开(公告)日：2016-12-12
申请号：KR1020150161758
申请日：2015-11-18
申请人： 박강호 , 김준
发明人： 박강호 , 김준
IPC分类号： E02D5/24 , E02D5/58 , E02D5/28 , E02D5/72 , E02D5/50 , E02D7/26
摘要： 본발명은지중에말뚝이시공되었을때, 휨모멘트가지배하는구간에서 PHC 말뚝과강관파일이견고하게일체화된구조를가짐으로써, 말뚝의휨강성을크게향상시킨복합말뚝및 그시공방법에관한것이다.

2. 发明公开

KR1020130097483A 강널말뚝용 천공장치 无效
标题翻译：钻孔装置钻孔装置
公开(公告)号：KR1020130097483A
公开(公告)日：2013-09-03
申请号：KR1020120019170
申请日：2012-02-24
申请人： 박강호 , 김준
发明人： 박강호 , 김준
IPC分类号： E21B3/02 , E02D13/04
CPC分类号： E02D5/54 , E02D5/76 , E02D7/26 , E02D13/04
摘要： PURPOSE: A drilling device for sheet piles is provided to ensure the verticality of insertion holes and to maintain the regular boring intervals between the insertion holes. CONSTITUTION: A drilling device for sheet piles comprises a boring rod (10), a drill bit (20), and a guide unit (30). The boring rod receives rotatory power from the outside to rotate. The drill bit comes in touch with the ground (G) to form an insertion hole (H). The upper end of the guide unit is combined in the lower end the boring rod. The upper end of the drill bit is combined with the lower end of the guide unit. The guide unit delivers the rotatory power of the boring rod to the drill bit.
摘要翻译：目的：提供一种用于板桩的钻孔装置，以确保插孔的垂直度，并保持插孔之间的规则钻孔间隔。构成：用于板桩的钻孔装置包括钻杆（10），钻头（20）和引导单元（30）。镗杆从外部接收旋转动力旋转。钻头与地面（G）接触以形成插入孔（H）。引导单元的上端在下端组合镗杆。钻头的上端与引导单元的下端组合。引导单元将钻杆的旋转动力传递给钻头。

3. 发明公开

KR1020120050050A 자립식 트러스구조를 이용한 흙막이 시공방법 无效
标题翻译：方法构建自身支撑结构使用的地球保持
公开(公告)号：KR1020120050050A
公开(公告)日：2012-05-18
申请号：KR1020100111364
申请日：2010-11-10
申请人： 박강호 , 김준
发明人： 박강호 , 김준
IPC分类号： E02D17/04 , E02D17/08 , E02D5/24
CPC分类号： E02D17/04 , E02D5/24 , E02D17/08 , E02D2200/16 , E02D2220/00 , E02D2600/40
摘要： PURPOSE: An earth retaining method using a self-supported truss structure is provided to widely use a working space for transferring sands and excavating the ground by omitting a strut used as a horizontal member. CONSTITUTION: An earth retaining method using a self-supported truss structure is composed like next. An H-pile which is a first vertical member and a raking pile which is a second vertical member are inserted into the underground. A first excavation is performed. A lagging is inserted into the H-pile. A horizontal truss member and diagonal member are installed between the H-pile and raking pile, thereby forming a truss structure. A second excavation is performed. The lagging is inserted into the H-pile. The horizontal truss member and diagonal member are installed between the H-pile and raking pile, thereby forming the truss structure. A third, fourth, fifth excavations are performed. The lagging is inserted into the H-pile. The horizontal truss member and diagonal member are installed between the H-pile and raking pile, thereby finishing the underground excavation.
摘要翻译：目的：提供一种使用自支撑桁架结构的土方法，通过省略用作水平构件的支柱，广泛使用工作空间传送砂土和挖掘地面。构成：使用自支撑桁架结构的地球保持方法如下。作为第一垂直构件的H形桩和作为第二垂直构件的耙斗被插入地下。进行第一次挖掘。在H堆中插入滞后。水平桁架构件和对角构件安装在H型桩和耙桩之间，从而形成桁架结构。进行第二次挖掘。滞后插入H堆。水平桁架构件和对角构件安装在H型桩和耙桩之间，从而形成桁架结构。进行第三次，第四次，第五次挖掘。滞后插入H堆。水平桁架构件和对角构件安装在H桩和耙桩之间，从而完成地下开挖。

4. 外观设计

KR3006191610000S 有权
公开(公告)号：KR3006191610000S
公开(公告)日：2011-11-01
申请号：KR3020100036706
申请日：2010-08-23
申请人： 박강호 , 김준
设计人： 박강호 , 김준

5. 发明公开

KR1020110095980A 아칭효과를 이용한 보강형 자립식 흙막이 구조체 및 이를 이용한 지중굴착 시공방법 无效
标题翻译：强化土体肥大使用建筑效果和方法构建
公开(公告)号：KR1020110095980A
公开(公告)日：2011-08-26
申请号：KR1020100015443
申请日：2010-02-20
申请人： 박강호 , 김준
发明人： 박강호 , 김준
IPC分类号： E02D17/04 , E02D17/08 , E02D5/04
CPC分类号： E02D5/04 , E02D5/02 , E02D17/04
摘要： PURPOSE: A retaining wall structure using an arching effect and an excavating method using the same are provided to easily perform an excavation work even in a narrow space by locating the retaining wall structure at the rear of an excavation space. CONSTITUTION: A retaining wall structure using an arching effect is composed as follows. H-piles(10), in which earth plates(30) are inserted, are vertically installed in the ground at uniform intervals. Insertion units are integrally formed in one flange of each H-pile. The protruded units of sheet panels(20) are inserted into the insertion units of the H-piles.
摘要翻译：目的：使用拱形效果的挡土墙结构和使用其的挖掘方法被设置成通过将保持壁结构定位在挖掘空间的后部，以便在狭窄的空间中容易地执行挖掘作业。构成：使用拱形效果的挡土墙结构如下。在其中插入接地板（30）的H形桩（10）以均匀的间隔垂直地安装在地面上。插入单元一体地形成在每个H形桩的一个凸缘中。板材（20）的突出单元插入H型桩的插入单元中。

6. 发明授权

KR102078794B1 지중 부벽을 구비한 흙막이 구조체 및 이의 시공 방법 有权
公开(公告)号：KR102078794B1
公开(公告)日：2020-02-18
申请号：KR1020190091868
申请日：2019-07-29
申请人： 박강호 , 김준
发明人： 박강호 , 김준
IPC分类号： E02D17/04 , E02D17/08

7. 发明公开

KR1020170129449A 조립식 결합설치 토류판에 의한 암반층 지지와 시트파일에 의한 토사층 지지의 복합형 흙막이 구조물 및 그 시공방법 审中-实审
标题翻译：板桩支护土层的混合式挡土结构及施工方法
公开(公告)号：KR1020170129449A
公开(公告)日：2017-11-27
申请号：KR1020160060145
申请日：2016-05-17
申请人： 박강호 , 김준
发明人： 박강호 , 김준
IPC分类号： E02D17/04 , E02D17/08 , E02D5/03
CPC分类号： E02D17/04 , E02D5/03 , E02D17/08 , E02D2600/20 , E02D2600/40
摘要： 본발명은지반의위쪽부분에존재하는토사층에는시트파일을관입설치하여배면토사를지지하며토사층아래의암반층에서는토류판을설치하여배면토사를지지하는복합구조를가지고있어서, 토사층에서의배면토사침하및 균열발생을효과적으로방지함과동시에암반층에서도토류판뒤쪽으로토사를용이하게채울수 있게되어암반층과토류판사이의공간형성을예방하여암반층을안정적으로지지할수 있을뿐만아니라, 암반층을지지할때에는세움판, 절곡연결판, 절곡덮개부재, 연결부재, 전면가압판조립체로이루어진결합부재를이용하므로, 엄지말뚝, 시트파일등의부재를손상시키지않고, 철거후 각부재를용이하게반복재사용할수 있도록하는 "시트파일(Sheet Pile)과토류판(Retaining Plate) 복합형흙막이구조물및 그시공방법"에관한것이다.
摘要翻译：本发明tosacheung存在于地面的上部，用于背表面土沙的支持，以通过安装toryupan具有复杂的结构，用于支撑后表面土沙，tosacheung eseoui后土壤塌陷和裂缝安装侵入板桩和在岩层下面tosacheung 防止发生有效，并在同一时间能够在岩石层chaeulsu促进土壤toryupan后壳体支撑岩石层和岩石层，以及以能够防止toryupan支持岩石层稳定地竖立板之间形成的空间，弯曲连接板弯曲的盖构件，所述连接构件中，由于使用由该组件，拇指桩，拆除后的前压板联接构件的，不损坏构件，例如，其使得能够容易地重复构件的重复使用的片材摞“表文件（板桩复鞣复合板夹层结构及其施工方法。

8. 发明公开

KR1020120003670A 앵커의 그라우트재 지속주입장치 및 이를 이용한 앵커의 그라우트재 주입방법 有权
标题翻译：用于稳定注射地基锚杆中的花岗岩材料的装置和使用这种装置的花岗岩材料的稳定注射方法
公开(公告)号：KR1020120003670A
公开(公告)日：2012-01-11
申请号：KR1020100064400
申请日：2010-07-05
申请人： 박강호 , 김준
发明人： 박강호 , 김준
IPC分类号： E02D5/80 , E02D5/62 , E21D20/02
CPC分类号： E02D5/80 , E02D5/62 , E21D20/021 , E21D20/023
摘要： PURPOSE: A continuous grout injection device of an anchor and a grout injection method of an anchor using the same are provided to reduce the construction time of an anchor by continuously injecting grout into anchor holes with uniform pressure. CONSTITUTION: A continuous grout injection device(1) of an anchor comprises a chamber(10) and a pocket member(20). The chamber has a sealed space. The pocket member is arranged inside the chamber. When grout is supplied from a grout mixer to the pocket member through an injection pipe(200) and an outer supply pipe(30), the pocket member is inflated. When the supply of the grout is stopped, the pocket member is contracted by the inner pressure of the chamber, and the grout filled in the pocket member is discharged to anchor holes through the outer supply pipe and the injection pipe.
摘要翻译：目的：提供一种使用锚杆的锚杆和灌浆注浆方法的连续灌浆注射装置，以通过将浆料连续注入到具有均匀压力的锚孔中来减少锚固件的施工时间。构造：锚固件的连续注浆装置（1）包括腔室（10）和口袋构件（20）。腔室有一个密封的空间。口袋构件设置在室内。当通过注射管（200）和外部供给管（30）从灌浆混合器向袋状部件供给灌浆时，袋部件膨胀。当浆料的供给停止时，袋部件被室的内部压力收缩，并且填充在袋状部件中的浆料通过外部供给管和注入管排出到锚定孔。

9. 外观设计

KR3006174400000S 有权
公开(公告)号：KR3006174400000S
公开(公告)日：2011-10-20
申请号：KR3020100036702
申请日：2010-08-23
申请人： 박강호 , 김준
设计人： 박강호 , 김준

10. 发明授权

KR101858961B1 조립식 결합설치 토류판에 의한 암반층 지지와 시트파일에 의한 토사층 지지의 복합형 흙막이 구조물 및 그 시공방법 有权
标题翻译：板桩支护土层的混合式挡土结构及施工方法
公开(公告)号：KR101858961B1
公开(公告)日：2018-05-17
申请号：KR1020160060145
申请日：2016-05-17
申请人： 박강호 , 김준
发明人： 박강호 , 김준
IPC分类号： E02D17/04 , E02D17/08 , E02D5/03
摘要： 본발명은지반의위쪽부분에존재하는토사층에는시트파일을관입설치하여배면토사를지지하며토사층아래의암반층에서는토류판을설치하여배면토사를지지하는복합구조를가지고있어서, 토사층에서의배면토사침하및 균열발생을효과적으로방지함과동시에암반층에서도토류판뒤쪽으로토사를용이하게채울수 있게되어암반층과토류판사이의공간형성을예방하여암반층을안정적으로지지할수 있을뿐만아니라, 암반층을지지할때에는세움판, 절곡연결판, 절곡덮개부재, 연결부재, 전면가압판조립체로이루어진결합부재를이용하므로, 엄지말뚝, 시트파일등의부재를손상시키지않고, 철거후 각부재를용이하게반복재사용할수 있도록하는 "시트파일(Sheet Pile)과토류판(Retaining Plate) 복합형흙막이구조물및 그시공방법"에관한것이다.

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