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    • 1. 发明公开
    • 그라운드 앵커 두부 정착 시스템
    • 地锚固定螺栓固定
    • KR1020140065030A
    • 2014-05-29
    • KR1020120131132
    • 2012-11-19
    • (주)대성스틸랜드동부건설 주식회사주식회사 삼안주식회사 포스코건설노연식
    • 김남걸김영호김정무노연식박정규이규식이범구장순호정용섭한범석
    • E02D17/04E02D17/08E02D5/80
    • E02D17/04E02D5/80E02D17/08E02D2220/00E02D2300/0032E02D2600/30
    • Provided is a ground anchor head anchoring system capable of: preventing the separation of a loading plate; smoothly controlling the angle of the loading plate; preventing the stress concentration of an arch-shaped anchor bracket; preventing the buckling deformation of the anchor bracket; and restraining the buckling of an H-shaped steel wale by bearing pressure which is biaxially generated. The ground anchor head anchoring system according to a proper embodiment of the present invention comprises: the angle control earth anchor bracket held on the H-shaped steel wales adjacent thereto up and down; and stiffeners preventing the buckling of the H-shaped steel wales, wherein each of the stiffeners includes: a stiffener body detachably mounted on the web of the H-shaped steel wale; a pair of bearing shafts arranged in the stiffener body in parallel, separated from each other at a certain inter-axial distance, and installed to be able to rotate separately on the respective regular positions thereof; and a bearing units thread-coupled to the other ends of the bearing shafts, and able to move forward and backward in certain ranges.
    • 本发明提供一种地锚头锚固系统,其能够防止装载板的分离; 平滑地控制装载板的角度; 防止拱形锚固支架的应力集中; 防止锚托的屈曲变形; 并通过承受双轴产生的压力来抑制H形钢带的屈曲。 根据本发明的适当实施例的地面锚头锚固系统包括:保持在上下相邻的H形钢纵横的角度控制地锚固定架; 以及加强件,其防止所述H形钢纵横的弯曲,其中每个所述加强件包括:可拆卸地安装在所述H形钢纵卷的卷材上的加强体; 一对轴承轴平行布置在加强件主体中,以一定的轴向距离彼此分离,并且安装成能够在其各自的正常位置上分开旋转; 以及与轴承轴的另一端螺纹连接并能够在一定范围内前后移动的轴承单元。
    • 4. 发明公开
    • 변단면 형상의 개량체를 지중에 형성하는 저하중 건축물용 지내력 기초 시공방법
    • 点基础结构施工方法
    • KR20180037442A
    • 2018-04-12
    • KR20160127582
    • 2016-10-04
    • 이엑스티 주식회사주식회사 포스코건설주식회사 삼안대림산업 주식회사
    • 송기용박정규이규식김태호
    • E02D7/26E02D3/12E02D5/46E02D5/48
    • E02D7/26E02D3/126E02D5/46E02D5/48E02D2250/003E02D2250/0038E02D2300/0018
    • 본발명은변단면개량체형성용천공교반장비로원지반토사에고화재를주입하면서교반하여응력전달이큰 상부에큰 직경의개량체를형성하고, 그하부에서부터견고한지지층까지작은직경의개량체를형성하여지반의지내력을강화시키도록하여, 중·저층건축물, 낮은지지력(허용지지력 300kN/㎡내외)에적용하여합리적으로지지력을확보하고침하를억제하는변단면형상의개량체를지중에형성하는저하중건축물용지내력기초시공방법에관한것이다. 본발명의바람직한일 실시예는 (a) 천공교반장비로고화재를원지반토사에주입함과동시에원지반과교반하여, 지지층에서상부의일정깊이까지테일부와, 테일부의상부에서상부로일정높이까지단면이점차커지도록콘부와, 콘부의상부에서지표면까지콘부의상부직경과동일한직경으로형성되어테일부의직경보다일정크기큰 직경을갖는헤드부로이루어지는개량체를일정간격마다형성하는단계; (b) 헤드부의상부에일정두께와일정면적으로표층을형성하는단계;를포함하여이루어진다.
    • 本发明涉及一种用于在上部中形成大直径重整器的设备和方法,所述上部具有从下部到刚性支撑层的大应力传递和小直径重整器, 通过加强地基的接地力,适用于中低矮建筑物和低承载力(许用承载力300kN /㎡),以确保合理的支撑力, 本发明涉及一种构建建筑物的基本强度的方法。 本发明的一个优选实施方案包括以下步骤:(a)将穿孔搅拌设备的燃木火注入土壤纸中并搅拌纸板,将纸从支撑层搅拌至预定深度至预定深度, 从圆锥部分的上表面到圆锥部分的表面形成直径等于圆锥部分上部直径的重整器,其直径大于尾部直径,直径大于预定间隔; (b)在头部顶部形成预定厚度和预定区域的表面层。
    • 7. 发明授权
    • 아스팔트를 이용한 마찰증대매트 및 이의 제조 방법
    • 使用摩擦增加垫和其制造的沥青
    • KR101378659B1
    • 2014-03-26
    • KR1020130077424
    • 2013-07-02
    • 주식회사 삼안
    • 이규식
    • E02B3/12E02B3/14B66C1/66E02B3/06
    • E02B3/126B66C1/66E02B3/06E02B3/14
    • The present invention provides a friction increasing mat using asphalt and a method for manufacturing the friction increasing mat capable of easily installing a lifting hook for hoisting, having the excellent pulling resistance of a connection hardware for lifting, and having excellent frictional force and construction performance. According to a preferable embodiment of the present invention, the friction increasing mat using asphalt includes: a mat body made of an asphalt mixture which has a penetration of 30 to 40 by mixing straight asphalt and blown asphalt; a reinforcing core formed by coating a net woven of a glass fiber at 1 to 4 cm of intervals with asphalt or a resin and spread on the mat body; a connection hardware for lifting installed in the mat body in order to connect the mat body to the lifting hook; a rounded bar for pulling prevention arranged in the mat body and inserted into the connection hardware for lifting in order to pull out the connection hardware for lifting; a strip steel plate put on the rounded bar for pulling prevention and spread on the mat body; and a lifting hook screwed and coupled to the connection hardware for lifting.
    • 本发明提供一种使用沥青的摩擦增加垫以及用于制造摩擦增加垫的方法,其能够容易地安装用于提升的提升钩,具有用于提升的连接硬件的优异的抗拉性,并且具有优异的摩擦力和结构性能。 根据本发明的优选实施例,使用沥青的摩擦增加垫包括:沥青混合物制成的垫体,其通过混合直沥青和吹塑沥青而具有30-40的渗透性; 通过用沥青或树脂以1至4厘米的间隔涂覆玻璃纤维的网状织物并铺展在垫体上形成的增强芯; 用于安装在垫体中的用于提升的连接硬件,以将垫体连接到提升钩; 用于防止布置在垫体中的用于防拉的圆形条,并插入到用于提升的连接硬件中,以拔出用于提升的连接硬件; 带状钢板放在圆棒上,用于预防和铺展在垫体上; 和提升钩螺纹连接并连接到连接硬件上以提升。
    • 8. 发明授权
    • 조력발전소용 수문구조물
    • TIDAL电厂的门结构
    • KR101290999B1
    • 2013-07-30
    • KR1020130056942
    • 2013-05-21
    • 한국수자원공사주식회사 삼안
    • 박창환김기완김기철임종명이규식
    • E02B9/08E02B7/20E02B7/36F03B13/26E02B3/02
    • Y02E10/28E02B9/08E02B3/02E02B7/205E02B7/36F03B13/26
    • PURPOSE: A water gate structure for a tidal power plant is provided to prevent seawater from flowing into a headrace between the sea and a lake and to smoothly discharge reservoir water. CONSTITUTION: A water gate structure for a tidal power plant comprises an underwater rock part (10), a base layer part (20), a structure (30), a water gate, and a stop log. The underwater rock part comprises a structure installation part (11), apron parts (12a,12b), and slope parts (13a,13b) to be successively formed into an uneven shape. The structure installation part is formed between a lake and the sea. The apron parts are separately formed with flat planes towards the lake and the sea. A slope part is formed with an inclined surface of 10-15 degrees from an apron part to the bottom surface of the sea or the lake.
    • 目的:提供潮汐发电厂的水闸结构,以防止海水流入海水和湖泊之间,并顺利排放水库。 构成:用于潮汐发电设备的水闸结构包括水下岩石部分(10),基层部分(20),结构(30),水闸和停止日志。 水下岩石部件包括结构安装部分(11),围裙部分(12a,12b)和斜坡部分(13a,13b),以便连续地形成为不平坦的形状。 结构安装部分在湖泊和大海之间形成。 围裙部分分别与平面朝向湖泊和大海形成。 斜坡部分形成有从围裙部分到大海或湖底的10-15度的倾斜表面。
    • 9. 发明授权
    • 인양용 조금구
    • 提升框架
    • KR101285495B1
    • 2013-07-12
    • KR1020120128909
    • 2012-11-14
    • 주식회사 삼안
    • 이규식
    • B66C13/04B66D1/36B66D1/16
    • B66C13/04B66C1/16
    • PURPOSE: A guide frame for pulling up a structure is provided to load and unload a structure regardless of the length change of a friction increasing mat by using a position control bracket. CONSTITUTION: A guide frame for pulling up a structure comprises a pair of vertical beams, two pairs of bracket support beams, multiple horizontal beams, and position control brackets (20). The vertical beams are installed in a line, and a gap is formed between the vertical beams. The bracket support beams are connected to both ends of the vertical beams at right angles. The horizontal beams are located between the bracket support beams and are connected to the vertical beams. The position control brackets are detachably placed on the bracket support beams and control the connection position of a wire rope.
    • 目的:通过使用位置控制支架,提供用于拉起结构的引导框架,用于加载和卸载结构,而不考虑摩擦增加垫的长度变化。 构成:用于提升结构的引导框架包括一对垂直梁,两对支架支撑梁,多个水平梁和位置控制支架(20)。 垂直梁安装成一条直线,并且在垂直梁之间形成间隙。 支架支撑梁以直角连接到垂直梁的两端。 水平梁位于支架支撑梁之间,并连接到垂直梁。 位置控制支架可拆卸地放置在支架支撑梁上并控制钢丝绳的连接位置。
    • 10. 发明公开
    • 사면붕괴 측정장치
    • 斜坡故障测量设备
    • KR1020110124522A
    • 2011-11-17
    • KR1020100043946
    • 2010-05-11
    • 주식회사 삼안
    • 유병선박용대이규식김남균장기태
    • G01B21/32G01B5/30G01L1/00
    • PURPOSE: A slope collapse measure system is provided to prevent accidents of slope collapse by indicating the location change of a measuring sensor. CONSTITUTION: A slope collapse measure system comprises a sensor displacement member(110). The sensor displacement member is buried under underground. The sensor displacement member generates displacement since the elastic force varies according to stress. The sensor displacement member separates from a measuring sensor(230) when the stress is higher than a reference value. The measuring sensor comprises a drainpipe(220) which prevents the inflow of moisture. The sensor displacement member comprises multiple compressed springs(111,112,113). Multiple compressed springs separates the measuring sensor from the determined location.
    • 目的:通过指示测量传感器的位置变化,提供斜坡塌陷测量系统,以防止坡面塌陷事故。 构成:倾斜塌缩测量系统包括传感器位移构件(110)。 传感器位移构件埋在地下。 传感器位移构件产生位移,因为弹力随应力而变化。 当应力高于参考值时,传感器位移构件与测量传感器(230)分离。 测量传感器包括防止水分流入的排水管(220)。 传感器位移构件包括多个压缩弹簧(111,112,113)。 多个压缩弹簧将测量传感器与确定的位置分开。