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41. 发明公开

KR1020130021952A 토압 지지력이 강화된 바닥보를 구비하는 지하 구조물 및 그 시공방법 有权
标题翻译：具有增强轴承功率的SLAB梁的地下结构与地球压力及其构造方法
公开(公告)号：KR1020130021952A
公开(公告)日：2013-03-06
申请号：KR1020110084545
申请日：2011-08-24
申请人： 주식회사 세진에스씨엠
发明人： 채흥석 , 문영민 , 박찬면
IPC分类号： E02D29/045 , E02D5/20 , E02D5/28 , E02D5/30 , E02D17/00 , E02D27/01
CPC分类号： E02D29/045 , E02D5/20 , E02D5/28 , E02D5/30 , E02D17/00 , E02D27/01 , E02D2200/1607
摘要： PURPOSE: An underground structure including a floor beam in which supporting force of the earth pressure is reinforced and a construction method thereof are provided to easily construct an underground structure and to reduce the time for construction. CONSTITUTION: An underground structure including a floor beam in which supporting force of the earth pressure is reinforced comprises a stiffener, a connection member(110), a horizontal stiffener, and a floor beam. The stiffener is embedded in an earth retaining wall(1) in regular intervals. The connection member is installed at the stiffener. The horizontal stiffener is installed in order to connect the connect members to each other and is embedded with the connection member in the concrete of a wall. The floor beam is installed at the horizontal stiffener or the connection member and supports a concrete slab.
摘要翻译：目的：提供一种地下结构，其包括增强土压力的支撑力的地板梁及其施工方法，以容易地构造地下结构并缩短施工时间。构成：包括地板梁的地下结构，其中增强土压力的支撑力包括加强件，连接构件（110），水平加强件和地板梁。加固件定期地嵌入挡土墙（1）中。连接构件安装在加强件上。安装水平加强件以便将连接构件彼此连接并且将连接构件嵌入在墙体的混凝土中。地板梁安装在水平加强件或连接构件上，并支撑混凝土板。

42. 发明公开

KR1020130011450A 팽이파일의 시공방법 및 그 시공을 위한 마감부재 无效
标题翻译：顶部施工方法及其施工方法
公开(公告)号：KR1020130011450A
公开(公告)日：2013-01-30
申请号：KR1020110072608
申请日：2011-07-21
申请人： 강우진
发明人： 강우진
IPC分类号： E02D5/48 , E02D27/14 , E02D17/00
CPC分类号： E02D5/48 , E02D17/00 , E02D27/14 , E02D2300/0076
摘要： PURPOSE: A method for constructing a top pile and a finishing member for the same are provided to fix the border of a nonwoven fabric on the external surface of the upper end of the top pile with a fixing nail, thereby quarried stones are filled inside the nonwoven fabric. CONSTITUTION: A nonwoven fabric(10) is installed on an excavated weak ground. Top piles(1) for reinforcement are installed inside the weak ground. The top piles(1) are adjacent to each other left and right inside the weak ground. Quarried stones(2) are filled in a space among the top piles(1). A fixture(22) is installed at the border of the nonwoven fabric(10) so that quarried stones(2) are filled only inside the nonwoven fabric(10). The border of the nonwoven fabric(10) is fixed on the external surface of the upper end of the top pile(1) with a fixing nail(24).
摘要翻译：目的：提供一种用于构造顶绒和其整理件的方法，用固定钉将无纺织物的边界固定在顶层上端的外表面上，从而将石块填充在无纺布。构成：将无纺布（10）安装在挖掘的弱地上。弱筋地带安装用于加固的顶部桩（1）。顶部桩（1）在弱地面内左右彼此相邻。石头（2）填充在顶层（1）之间的空间中。在非织造织物（10）的边界处安装有固定装置（22），使得在无纺织物（10）的内部填充有采石的石头（2）。无纺布（10）的边界用固定钉（24）固定在顶绒（1）的上端的外表面上。

43. 发明公开

KR1020120114078A 조립식 기둥 정착구조 및 그 시공방법 无效
标题翻译：支柱固定结构及其构造方法
公开(公告)号：KR1020120114078A
公开(公告)日：2012-10-16
申请号：KR1020110031835
申请日：2011-04-06
申请人： 대실테크 주식회사 , 이태헌
发明人： 유조웅 , 이태헌
IPC分类号： E02D27/42 , E04H12/22 , F21S8/08 , E02D27/01 , E02D17/00
CPC分类号： E02D27/42 , E02D17/00 , E02D27/016 , E04H12/22 , F21S8/085
摘要： PURPOSE: A prefabricated column fixing structure and a construction method thereof are provided to remarkably reduce material and construction costs by dividing a concrete foundation structure into two portions and inserting a column into column grooves formed on the divided portions. CONSTITUTION: A prefabricated column fixing structure comprises two half precast concrete foundations(10,10'), weight bodies(20,20'), a column(30), and fasteners(40). Semi-cylindrical column grooves are formed on the centers of the half precast concrete foundations. The weight bodies are integrally extended outward from the tops of the half precast concrete foundations. The bottom of the column is inserted into the column grooves of the half precast concrete foundations. The fasteners fasten the half precast concrete foundations to each other.
摘要翻译：目的：提供一种预制柱固定结构及其施工方法，通过将混凝土基础结构分成两部分并将柱插入形成在分割部分上的塔槽中，显着降低材料和施工成本。构成：预制柱固定结构包括两个半预制混凝土基座（10,10'），重物体（20,20'），柱（30）和紧固件（40）。在半预制混凝土基础的中心形成半圆柱形柱槽。重物体从半预制混凝土基座的顶部向外整体延伸。柱的底部插入半预制混凝土基座的柱槽中。紧固件将半预制混凝土基座固定在一起。

44. 发明公开

KR1020110138816A 인발지지력 강화용 최하단부 확대형 심형기초 및 그 설치방법 无效
标题翻译：具有扩展下部的钢塔基座及其方法
公开(公告)号：KR1020110138816A
公开(公告)日：2011-12-28
申请号：KR1020100058923
申请日：2010-06-22
申请人： 한국전력공사
发明人： 박내수
IPC分类号： E02D27/42 , E02D17/00 , E04H12/08 , E04H12/22
CPC分类号： E02D27/42 , E02D17/00 , E02D2300/0031 , E04H12/08 , E04H12/085 , E04H12/22
摘要： PURPOSE: A core base with expandable bottom end and an installation method thereof are provided to improve the pulling support force of a core base and to reduce construction costs for a tower base. CONSTITUTION: A core base with expandable bottom end comprises a sphere part(30), a main body part(40), and rock bolts(32). The sphere part comprises a main reinforcing bar and a circular reinforcing bar and is located in the excavated surface of the ground. The main body part is integrally formed and protruded on the top of the sphere part and coupled to the bottom part of a transmission tower frame. The rock bolts are protruded at regular intervals on the lower circumference of the expanded sphere part. The pulling supporting force is reinforced by increasing the bottom height of the sphere part in the longitudinal direction of the core base.
摘要翻译：目的：提供具有可扩展底端的芯基及其安装方法，以改善芯基的牵引支撑力并降低塔底的施工成本。构成：具有可扩展底端的芯基部包括球体部分（30），主体部分（40）和岩石螺栓（32）。球体部分包括主钢筋和圆形钢筋，位于地面的挖掘表面。主体部分一体地形成并突出在球体部分的顶部上并联接到传动塔架的底部。岩石螺栓在膨胀的球体部分的下圆周上以规则的间隔突出。通过增加球形部分在芯基部的纵向方向上的底部高度来增强牵引支撑力。

45. 发明授权

KR101055410B1 절토부의 옹벽 시공방법 有权
标题翻译：方法构造保留墙切割部分地面
公开(公告)号：KR101055410B1
公开(公告)日：2011-08-09
申请号：KR1020100130706
申请日：2010-12-20
申请人： (주)케미우스코리아 , 김홍민
发明人： 김홍민 , 류영석
IPC分类号： E02D29/02 , E02D17/20 , E02D17/00 , C04B14/36
CPC分类号： E02D29/02 , C04B14/365 , E02D17/00 , E02D17/20 , E02D2300/0018
摘要： PURPOSE: A method for constructing a retaining wall on a cut part of the ground is provided to improve supporting force by preventing a retaining wall from overturning and sinking. CONSTITUTION: A method for constructing a retaining wall on a cut part of the ground is as follows. The ground is cut, and a perforated hole(10) is formed. A reinforcing member(40) is formed by inserting an injection agent pipe(20) into the perforated hole and injecting a grouting liquid(30) into the injection agent pipe. A concrete block(60) is formed by placing cement so that a panel(70) can be fixed to the ground. The panel placed on the top of the concrete block is connected to the reinforcing member. The rear cut surface of the panel is filled with a filling material(80).
摘要翻译：目的：提供一种在地面的切割部分上构造挡土墙的方法，以通过防止挡土墙翻倒和沉没来改善支撑力。构成：在地面的切割部分上构造挡土墙的方法如下。切割地面，并形成穿孔（10）。通过将注射管（20）插入穿孔中并将注浆液（30）注入注射管中，形成加强构件（40）。混凝土块（60）通过放置水泥而形成，使得面板（70）能够固定在地面上。放置在混凝土块顶部的面板连接到加强构件。面板的后切面填充有填充材料（80）。

46. 发明公开

KR1020090108880A 이중강관이 구비된 콘크리트충전기둥 및 이를 이용한지하구조물 구축공법 无效
标题翻译：具有双钢管的混凝土填充柱和使用其的地下结构的构造方法
公开(公告)号：KR1020090108880A
公开(公告)日：2009-10-19
申请号：KR1020080034213
申请日：2008-04-14
申请人： 서울시립대학교 산학협력단
发明人： 최성모 , 방중석 , 채홍석
IPC分类号： E02D29/045 , E02D17/04 , E02D17/00
CPC分类号： E02D29/045 , E02D17/00 , E02D17/04 , E02D2300/002 , E02D2300/0029
摘要： PURPOSE: A concrete charge post with a double steel pipe and an underground structure construction method using the same are provided to shorten the construction period by building a structure on the ground at the same time as construction of an underground structure. CONSTITUTION: A concrete charge post comprises a hollow inner steel pipe(10), an outer steel pipe(12), and a filler(14). The outer steel pipe is installed to surround the inner steel pipe with a gap. The filler is filled between the inner steel pipe and the outer steel pipe.
摘要翻译：目的：提供一种具有双钢管的混凝土充填柱和使用该钢管的地下结构施工方法，以便在地下建筑物同时建造地面结构来缩短施工期。构成：混凝土充填柱包括中空内钢管（10），外钢管（12）和填料（14）。外钢管安装成围绕内钢管间隙。填料填充在内钢管和外钢管之间。

47. 发明公开

KR20090086188A METHOD FOR FOUNDATION CONSTRUCTION STRUCTURE OF PEDESTAL 有权
标题翻译：基础施工结构方法
公开(公告)号：KR20090086188A
公开(公告)日：2009-08-11
申请号：KR20090065981
申请日：2009-07-20
申请人： HAN DONG HN
发明人： HAN DONG HN
IPC分类号： E02D27/42 , E02D27/28
CPC分类号： E02D27/42 , E02D15/02 , E02D17/00 , E02D27/28 , E02D27/50 , E02D2300/002
摘要： A foundation method for construction structure of pedestal is provided to shorten the construction period for foundation and thereby minimize obstacle to passage of pedestrian and vehicles. A foundation method for construction structure of pedestal is as follows. One or more first foundation bores are excavated on the ground. Second foundation bores are excavated to be connected to the first foundation bore. A base frame(100) which is already manufactured is settled in one or two of the first and the second foundation bores. Concrete is applied through the base frame within the first and the second foundation bore, and then cured. The base frame comprises a structure mounting part(110), an anchor bolt(120), and a supporting board(130). The structure mounting part comprises a board material(112) on which a ground structure rests and a guide pipe(114) formed on the bottom of the board material. The anchor bolt is formed on the board material, apart from the concrete placing hole. The supporting board is installed in the guide pipe to support the structure mounting part.
摘要翻译：提供基座施工结构的基础方法，缩短基础施工期，从而尽可能减少行人和车辆通行障碍。基座施工结构的基础方法如下。一个或多个第一个基础孔被挖掘在地面上。第二个基础孔被挖掘连接到第一个基础孔。已经制造的基架（100）安置在第一和第二基础孔中的一个或两个中。混凝土通过底架在第一和第二基础孔内施加，然后固化。底架包括结构安装部分（110），锚栓（120）和支撑板（130）。结构安装部分包括其上放置有接地结构的基板材料（112）和形成在基板材料的底部上的引导管（114）。除了混凝土浇筑孔之外，地板螺栓形成在板材上。支撑板安装在导管中以支撑结构安装部分。

48. 发明授权

KR100881021B1 지하통행공간의 시공을 위한 유닛강판구조와유닛강판구조를 이용한 굴착장치 및 지하통행공간의시공방법 有权
标题翻译：单位结构和地下通道构造方法的钢板和装置的单元结构
公开(公告)号：KR100881021B1
公开(公告)日：2009-01-30
申请号：KR1020080060746
申请日：2008-06-26
申请人： 주식회사 동호 , 이창원
发明人： 이창원
IPC分类号： E02D29/045 , E21D9/04 , E02D17/00
CPC分类号： E02D29/045 , E02D17/00 , E02D2300/0029 , E21D9/04
摘要： A unit steel plate structure for constructing an underground passage space, an excavator using a unit steel plate structure, and a construction method of an underground passage space are provided to construct an underground passage under a freeway, a general road, a railway, a square, etc., and to construct effectively and economically by shortening a period of construction without stopping the traffic. An excavator using a unit steel plate structure includes an upper plate(11) and a lower plate(12) installed on the upper and lower parts, a space of the cross-sectional area of excavation formed between the upper plate and the lower plate, a fitting piece(20) and a guiderail(22) installed respectively to two sides of a support parallel in the excavation direction, and a hydraulic cylinder connected to the bottom of the upper plate and the front bottom of an excavation steel plate to make an excavations steel plate move forward, wherein many guide holes are formed on the excavation steel plate in the vertical direction, and a guide pin is installed to the top of the upper plate and inserted to the guide hole of the excavation steel plate.
摘要翻译：提供一种用于构造地下通道空间的单元钢板结构，使用单元钢板结构的挖掘机和地下通道空间的施工方法，在高速公路，一般道路，铁路，广场等等，通过缩短施工期而不停止交通，有效和经济地建设。使用单元钢板结构的挖掘机包括安装在上部和下部上的上板（11）和下板（12），形成在上板和下板之间的挖掘横截面积的空间，分别安装在平行于挖掘方向的支撑件的两侧的安装件（20）和导轨（22），以及连接到挖掘钢板的上板底部和底部的液压缸，挖掘钢板向前移动，其中在垂直方向上在挖掘钢板上形成许多导向孔，并且将引导销安装在上板的顶部并插入到挖掘钢板的引导孔中。

49. 发明授权

KR100767343B1 SEEDS GERMINATION NET AND THE MANUFACTURING METHOD 无效
标题翻译：种子发芽网和制造方法
公开(公告)号：KR100767343B1
公开(公告)日：2007-10-17
申请号：KR20070037070
申请日：2007-04-16
申请人： YOUNGSIN INDUSTRY CO LTD
发明人： CHOI KYOU JAE
IPC分类号： A01C1/02 , A01C1/04 , A01G1/00
CPC分类号： A01C1/04 , A01G1/00 , E02D17/00
摘要： A seed germination net and a manufacturing method thereof are provided to keep predetermined strength over the entire surface by plaiting a support net by auxiliary fixing ropes and inserting a reinforcing rope into a part where a water-soluble seed storing film is not inserted. A seed germination net is produced by supplying an upper main support net(11) and plaiting the upper main support net at a bent portion(13) by an auxiliary fixing rope(14). A water-soluble seed storing film(20) storing seeds at predetermined intervals is inserted into a space formed by supplying a lower main support net shaped same as the upper main support net, to one part of the upper main support net and integrally weaving the upper and lower main support nets at the bent portion by the auxiliary fixing rope.
摘要翻译：提供种子发芽网及其制造方法，通过用辅助固定绳编织支撑网并将增强绳插入到未插入水溶性种子储存膜的部分中，以保持整个表面上的预定强度。通过供应上主支撑网（11）并通过辅助固定绳（14）将上主支撑网在弯曲部分（13）处编织而制造种子发芽网。将以预定间隔储存种子的水溶性种子储存膜（20）插入到通过将与上主支撑网相同的下主要支撑网供给到上主支撑网的一部分而形成的空间中，并整体地编织辅助固定绳索在弯曲部分的上，下主支撑网。

50. 发明授权

KR101817293B1 물막이용 수중 가시설 및 그의 시공방법 有权
标题翻译： Gasiseol水和大坝施工的方法
公开(公告)号：KR101817293B1
公开(公告)日：2018-02-21
申请号：KR1020170060246
申请日：2017-05-16
申请人： 지더블유이엔씨 주식회사
发明人： 박정원
IPC分类号： E02D19/02 , E02D17/00 , E02D5/03
CPC分类号： E02D19/02 , E02D5/03 , E02D17/00 , E02D2600/20
摘要： 본발명은물막이용수중가시설의구조및 이를시공하는방법에관한것으로서, 수중에설치되는콘크리트구조물의구축을위한가시설에있어서, 상기콘크리트구조물이설치되는작업구간의외곽에설치되는것으로서, 수중바닥면의암반에까지근입되는지주용 H파일과, H파일의후면에접하여설치되는수평지지빔과, H파일의전면에접하여설치되는띠장과, 수평지지빔의후면에접하여설치되는쉬트파일및, H파일상단의전면에접하여설치되는고정대로구성되는제1벽체와; 토사의충진공간이형성되도록상기제1벽체로부터이격되어설치되는것으로서, 수중바닥면의암반에까지근입되는지주용 H파일과, H파일의전면에접하여설치되는수평지지빔과, 수평지지빔의전면에접하여설치되는쉬트파일및, H파일상단의후면에접하여설치되는고정대로구성되는제2벽체와; 제1벽체의고정대와제2벽체의고정대사이를연결고정하는타이바로이루어지는것을특징으로한다.
摘要翻译：本发明涉及用于此的结构和构造的方法，所述中等价位坝体水设施，在混凝土结构，其中安装在水下设施的wihanga构造被安装在工作区的外部，以将混凝土安装，水下底面和uiam半远嵌入该juyong .h文件中，水平支撑梁，其被安装在与所述H-文件背接触，以及安装在与线圈纵行的后表面和水平支承梁，其被安装在用H文件表文件的整个表面上和，H文件顶部接触接触它安装在与所述第一壁的前表面接触，固定配置; 作为砾石填充空间将被安装从第一壁远离形成，该嵌入远岩石水下底面juyong .h文件，并且与水平支承梁，其被安装在用H文件的整个表面，水平支撑梁的整个表面接触为固定的，它安装在与该文件H的顶部的背接触文件片和它安装在与接触，并且所述第二壁被配置; 权利要求领带，其特征在于立即形成，以确保所述第一支撑单元和所述壁的第二壁的支撑单元之间的连接。

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