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31. 发明公开

KR1020100089168A 보강토 옹벽 블럭 有权
标题翻译：乳房墙结构块
公开(公告)号：KR1020100089168A
公开(公告)日：2010-08-12
申请号：KR1020090008291
申请日：2009-02-03
申请人： 김진규 , 백두남 , 김성규
发明人： 김진규 , 백두남 , 김성규
IPC分类号： E02D29/02 , E04B1/70 , E04B1/41 , E02B3/14
CPC分类号： E02D29/025 , E02B3/14 , E02D29/0241 , E04B1/415 , E04B1/7038
摘要： PURPOSE: A reinforced earth retaining wall block is provided to reduce a structuring and fixing time of a wall using a metal pile after joint with another block main body. CONSTITUTION: A reinforced earth retaining wall block comprises a block main body(100), a frame(200), a combining member(300), a through hole(400) and a metal pile. The frame is included inside the block main body and reinforces the intensity of the block main body. The combining member is cross-coupled with another block main body which is formed in both ends of the block main body. The combining member includes a combining projection and a bonding groove. A through hole is formed on the combining projection. The through hole is formed on the center of the block main body.
摘要翻译：目的：提供一种加固的挡土墙块，用于在与另一块主体接合后，使用金属桩减少墙体的结构和固定时间。构成：加固的挡土墙块包括块主体（100），框架（200），组合构件（300），通孔（400）和金属桩。框架包括在块主体内部并且增强了块主体的强度。组合构件与形成在块主体的两端的另一块主体交叉联接。组合构件包括组合突起和接合槽。在组合突起上形成通孔。通孔形成在块主体的中心。

32. 发明公开

KR1020100084741A 보강토 옹벽 보강부재 有权
标题翻译：加固墙体加固会员
公开(公告)号：KR1020100084741A
公开(公告)日：2010-07-28
申请号：KR1020090004040
申请日：2009-01-19
申请人： 김진규 , 백두남 , 김성규
发明人： 김진규 , 백두남 , 김성규
IPC分类号： E02D29/02 , E02B3/14
CPC分类号： E02D29/025 , E02B3/14 , E02D29/0233 , E02D29/0241
摘要： PURPOSE: A reinforced earth retaining wall reinforcing member is provided to reduce the use of reinforcing member and increase economical effect. CONSTITUTION: A reinforced earth retaining wall reinforcing member comprises a ring type reinforcement member and a strap type reinforcement member. The ring type reinforcement member is connected to each block(210) comprising a reinforced earth retaining wall. The strap type reinforcement member is reciprocally connected to a soil structure.
摘要翻译：目的：提供一种加固挡土墙加固件，以减少加固件的使用并增加经济效益。构成：加强型挡土墙加强构件包括环形加强构件和带状加强构件。环形加强构件连接到包括增强土挡土墙的每个块（210）。带状加强构件相互连接到土壤结构。

33. 外观设计

KR3005613910000S 失效
公开(公告)号：KR3005613910000S
公开(公告)日：2010-05-20
申请号：KR3020090014709
申请日：2009-04-08
申请人： 김성규
设计人： 김성규

34. 发明公开

KR1020100012116A 세폭 직기에 사용되는 종광 바의 자동 구동장치 无效
标题翻译：自动控制系统用于窄幅宽幅织机
公开(公告)号：KR1020100012116A
公开(公告)日：2010-02-08
申请号：KR1020080073313
申请日：2008-07-28
申请人： 나정흠 , 김성규 , 나동혁
发明人： 나정흠 , 김성규 , 나동혁
IPC分类号： D03D51/02 , D03D51/00 , D03D35/00
CPC分类号： D03D51/02 , D03C9/02 , D03D35/00 , D03D2700/10 , D03D2700/26 , D03J1/004 , D03J1/14
摘要： PURPOSE: An automatic driving system of a heald bar used in a narrow width loom is provided to simply and safely supply a weft thread, and to weave fabric having various width with the heald bar, a control box and a gear box. CONSTITUTION: An automatic driving system of a heald bar used in a narrow width loom includes a linear heald bar(24). The heald bar is fixed on a plurality of connection bars(22) and a link(23) operated by rotation of a bevel gear formed inside a gear box(20). The heald bar operates an elevating device(25) fixing a heald up and down. The connection bar weaves organization of fabric by changing a shape with the gear box and a control box.
摘要翻译：目的：提供用于窄幅织机的综框的自动驱动系统，以便简单安全地提供纬纱，并且使用综杆编织具有各种宽度的织物，控制箱和齿轮箱。构成：窄幅织机中使用的综框的自动驱动系统包括线性综杆（24）。综框被固定在多个连接杆（22）和通过齿轮箱（20）内形成的锥齿轮的旋转而操作的连杆（23）。综框操作升降装置（25），上下固定一个综框。连接杆通过用齿轮箱和控制箱改变形状来编织织物的组织。

35. 外观设计

KR3005473340000S 失效
公开(公告)号：KR3005473340000S
公开(公告)日：2009-12-10
申请号：KR3020090048249
申请日：2009-11-02
申请人： 이재영 , 남은호 , 김성규
设计人： 이재영 , 남은호 , 김성규

36. 发明授权

KR100927091B1 일체식 분산압축형 앵커 및 이를 이용한 가압그라우팅 앵커링 공법 有权
标题翻译：组合锚分配载荷和压力注浆锚固法使用相同
公开(公告)号：KR100927091B1
公开(公告)日：2009-11-13
申请号：KR1020090068190
申请日：2009-07-27
申请人： 김용기 , 김성규
发明人： 김용기 , 김성규
IPC分类号： E02D5/80 , E02D5/74 , E02D3/12 , E02D17/13 , E02D5/62
摘要： 본 발명은 복수개의 내하체를 파이프, 전산볼트 또는 이형철근으로 연결하여, 지반에 정착된 상태에서 상호간의 하중전달이 가능하게 하고, 파이프도 하중분담 역할을 수행하도록 구성함으로써 하중분산 효과를 극대화시키는 앵커 및 이러한 앵커를 이용한 가압그라우팅 앵커링 공법에 관한 것이다.
본 발명은 복수개의 내하체가 서로 연결되어 지반에 작용하는 하중을 효율적으로 분담하는 앵커에 관한 것으로서, 간격을 두고 일렬배치된 복수개의 내하체; 전단부가 각각의 내하체와 결합한 상태에서 후방으로 이어지되, 후방에 내하체가 배치된 경우에는 후방에 배치된 내하체를 관통하도록 설치된 강연선; 상기 강연선을 감싸는 피복호스; 및 상기 피복호스를 감싸며 전후방의 내하체와 각각 결합하는 피복파이프; 를 포함하여 구성되는 것을 특징으로 하는 일체식 분산압축형 앵커를 제공한다.
선단압축형 앵커, 분산압축형 앵커, 내하체, 장착장, 강연선, 파이프

37. 发明公开

KR1020090111550A 소변본후 손씻은 물로 소변기 씻는 방법 无效
标题翻译：清洁后清洁水的方法
公开(公告)号：KR1020090111550A
公开(公告)日：2009-10-27
申请号：KR1020080037218
申请日：2008-04-22
申请人： 김성규
发明人： 김성규
IPC分类号： E03D13/00
CPC分类号： E03D13/00 , E03D11/025
摘要： PURPOSE: A method washing a urinal with water in which a user washes hands is provided to save the water and to decrease the movement distance of the user. CONSTITUTION: A urinal(1) has an opening with diameter 35cm. A bottom(3) of the urinal is contacted with a user. A top(2) is separated from the user as 30°, while the bottom is contacted with the user. A tilt angle of a urinal rim is 30°. The top, bottom and rim are folded inside to make a protrusion. A shutting switch(4) is installed at end of a water pipe(5). A tip hole sprays the water to wash whole part of the urinal. A post(8) supports the urinal and an elevation adjustment unit(7) controls the elevation of the urinal according to the height of the user.
摘要翻译：目的：提供用水洗手小便池的方法，以便用户洗手，以节省用水并减少用户的移动距离。构成：小便器（1）具有直径35cm的开口。小便器的底部（3）与使用者接触。顶部（2）与用户分离为30°，而底部与用户接触。小便池边缘的倾斜角为30°。顶部，底部和边缘折叠在内部以形成突起。在水管（5）的端部安装有关闭开关（4）。尖头孔喷洒水以洗涤小便池的整个部分。支柱（8）支撑小便器，高度调节单元（7）根据用户的高度来控制小便器的高度。

38. 外观设计

KR3005259820000S 失效
公开(公告)号：KR3005259820000S
公开(公告)日：2009-04-17
申请号：KR3020080013643
申请日：2008-03-31
申请人： 김성규
设计人： 김성규

39. 发明公开

KR1020090010856A 일체식 분산압축형 앵커 및 이를 이용한 가압그라우팅앵커링 공법 有权
标题翻译：组合式锚索共享负载和压力分配锚定方法
公开(公告)号：KR1020090010856A
公开(公告)日：2009-01-30
申请号：KR1020070109563
申请日：2007-10-30
申请人： 김용기 , 김성규
发明人： 김용기 , 김성규
IPC分类号： E02D5/80 , E02D5/74 , E02D3/12 , E02D17/13 , E02D5/62
CPC分类号： E02D5/80 , E02D3/12 , E02D5/62 , E02D5/74 , E02D17/13 , E02D2300/0001 , E02D2300/0034
摘要： An integral dispersive compression type anchor, and a pressure grouting anchoring method using the same are provided to heighten the effect of ground reinforcement by bearing the load acting on the ground evenly with a plurality of fixing agents, and extending a bulb to be larger than a diameter of a perforated hole while grouting in a perforated hole. An integral dispersive compression type anchor, for dispersing the load acting on the ground effectively by connecting a plurality of fixing agents mutually, includes a plurality of fixing agents arranged in a row at regular intervals, a strand(20) connected to the rear side while the front end is coupled with each fixing agent and installed to penetrate fixing agents arranged on the rear side if a fixing agent is arranged on the rear side, a coating hose(21) covering the strand, and a coating pipe(30a) covering the coating hose and coupled to each fixing agent of the front and rear sides.
摘要翻译：提供一体式分散压缩式锚固件和使用其的压力注浆锚固方法，以通过用多个固定剂均匀地承载作用在地面上的载荷来增加地面钢筋的作用，并且将灯泡延伸大于在穿孔中灌浆时穿孔的直径。通过相互连接多个固定剂来有效地分散作用在地面上的负载的整体分散压缩型锚固件包括以规则间隔排列成一排的多个固定剂，连接到后侧的绞线（20），同时前端与每个固定剂结合并且如果在后侧设置定影剂，则安装成穿过设置在后侧的固定剂，覆盖该股的涂布软管（21）和覆盖该固定剂的涂布管（30a）涂覆软管并连接到前侧和后侧的每个固定剂。

40. 发明公开

KR1020090007930A 다층지반 인발시험 방법 失效
标题翻译：多层土壤和岩石的载荷试验方法
公开(公告)号：KR1020090007930A
公开(公告)日：2009-01-21
申请号：KR1020070071161
申请日：2007-07-16
申请人： 김용기 , 김성규
发明人： 김용기 , 김성규
IPC分类号： E02D33/00 , E02D1/08 , E02D3/12 , G01C5/00
CPC分类号： E02D33/00 , E02D1/08 , E02D3/12 , G01C5/00
摘要： A multi-stratum pullout test method is provided to reduce the cost of test construction for measuring the pullout load of the ground by dividing one perforated hole into many layers using a rubber packer and making a pullout test for many stratums with one perforated hole. A multi-stratum pullout test method comprises the steps of boring a perforated hole(1) to the ground to pass through many stratums, installing a test piece to the perforated hole to locate an anchor body to each stratum, grouting the perforated hole, expanding a rubber packer by gas or liquid and curing the grout material(2), pulling up a tension member connected to the anchor body located in each stratum and testing tensile stress per each stratum.
摘要翻译：提供了一种多层拉拔试验方法，通过使用橡胶封隔器将一个穿孔分为多层，并通过一个穿孔对许多层进行拉拔试验，降低了测量地面拔出载荷的试验结构成本。多层拉拔试验方法包括将穿孔（1）穿孔穿过多层，将试件安装在穿孔上，将锚体定位于各层，灌浆孔，扩孔通过气体或液体的橡胶封隔器，并固化灌浆材料（2），拉起连接到位于每个层中的锚固体的张力构件并测试每层的拉伸应力。

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