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1. 发明公开

KR20120056394A Method for under-seabed seawater pipe using dredged soil 审中-公开
标题翻译：海底管道使用疏浚土的方法
公开(公告)号：KR20120056394A
公开(公告)日：2012-06-04
申请号：KR20100117903
申请日：2010-11-25
申请人： HYUN DAI HEAVY IND CO LTD
发明人： KIM DEUG WON
IPC分类号： E02D15/08 , F16L1/16
CPC分类号： E02D15/08 , E02D17/16 , E02D2250/0076 , F16L1/166
摘要： PURPOSE: A burying method of a seawater pipe using dredged soil is provided to improve the structural stability of a buried seawater pipe by using sand having a uniform size. CONSTITUTION: A burying method of a seawater pipe using dredged soil is as follows. A trench(1) is formed by excavating a sea bottom. Sand, in which organic materials are removed, is prepared by re-treating soil dredged from the trench. An aggregate layer(2) is formed on the bottom of the trench. One or more seawater pipes(5) are buried in the aggregate layer at a specific depth. A sand layer(3) is formed on the aggregate layer using the re-treated soil, and the seawater pipes are completely buried in the sand layer. A dredged soil layer(4) is formed in the residual space of the trench.
摘要翻译：目的：提供使用疏浚土壤的海水管道的埋藏方法，以通过使用具有均匀尺寸的砂来提高埋管海水管道的结构稳定性。构成：使用疏浚土的海水管道的埋藏方法如下。通过挖掘海底形成沟槽（1）。通过重新处理从沟渠疏浚的土壤制备除去有机材料的砂。在沟槽的底部形成有聚集层（2）。一个或多个海水管（5）以特定的深度埋在聚集体层中。使用再处理的土壤在骨料层上形成砂层（3），海水管完全埋在砂层中。疏浚土层（4）形成在沟槽的剩余空间中。

2. 发明公开

KR1020120065024A 복수의 유틸리티라인 동시 매설장치 有权
标题翻译：用于同时覆盖用户线的设备
公开(公告)号：KR1020120065024A
公开(公告)日：2012-06-20
申请号：KR1020100126326
申请日：2010-12-10
申请人： 김종복
发明人： 김종복
IPC分类号： E02D15/08 , E02F5/10 , E02D17/16 , H02G1/10 , F16L1/16 , E02D3/046
CPC分类号： E02D15/08 , E02D3/046 , E02D17/16 , E02F5/104 , F16L1/161 , H02G1/10
摘要： PURPOSE: An apparatus for simultaneously burying multiple utility lines in the ground is provided to prevent successively buried utility lines from being exposed to the outside. CONSTITUTION: An apparatus for simultaneously burying multiple utility lines in the ground comprises a main body(10), multiple plows(20), water jets, and a drive cylinder(40). The main body is composed of multiple ballast tanks(12) and a transverse shaft(14). The transverse shaft traverses the ballast tanks. The plows are extended from the main body to be downward inclined. Scrapers(22) are formed on the front ends of the plows. The water jets are installed on the plows and jet high-pressure water. The drive cylinder is connected between the main body and the plows and rotates the plows.
摘要翻译：目的：提供一种同时在地面上埋设多条电线的设备，以防止连续埋设的公用电线暴露在外面。构成：用于在地面上同时埋设多条线路的装置包括主体（10），多犁（20），水射流和驱动气缸（40）。主体由多个压舱（12）和横轴（14）构成。横轴穿过压载舱。犁从主体延伸到向下倾斜。刮板（22）形成在犁的前端。喷水机安装在犁和喷射高压水。驱动气缸连接在主体和犁头之间并旋转犁。

3. 发明公开

KR1020090108197A 수중 면고르기 장치 失效
标题翻译： SEAFOROR OR RIVERFLOOR LEVELING DEVICE
公开(公告)号：KR1020090108197A
公开(公告)日：2009-10-15
申请号：KR1020080033494
申请日：2008-04-11
申请人： 홍기표
发明人： 홍기표
IPC分类号： E02D27/52 , E02D17/16 , E02F3/76 , B63B35/34
CPC分类号： E02D27/52 , B63B35/34 , E02D17/16 , E02F3/76
摘要： PURPOSE: An underwater stomping device is provided to easily construct under water by rapidly removing stone from a floor of a river and stomping. CONSTITUTION: An underwater stomping device comprises a main body(110), a rack gear, a rotation blade unit(130), a drive motor(210), a shovel unit(140), a pontoon(120) and an elevation controller(150). The rack gear is fixed in the right and left side of the main body in longitudinal direction. The rotation blade unit is connected to a pinion gear. The drive motor gives the torque to the pinion gear. A shovel blade is formed on bottom of the shovel unit. The pontoon is installed in the main body right and left in the longitudinal direction. The elevation controller is fixed in the main body right and left in the longitudinal direction.
摘要翻译：目的：提供一种水下踩踏装置，通过从河流地板上快速清除石块和踩踏，轻松地在水下建造。构造：水下踩踏装置包括主体（110），齿条，旋转刀片单元（130），驱动马达（210），铲子单元（140），浮桥（120）和升降控制器 150）。齿条沿纵向方向固定在主体的左右两侧。旋转刀片单元连接到小齿轮。驱动电机给小齿轮提供扭矩。在铲子单元的底部形成铲刀。浮筒安装在主体的左右方向。升降控制器在主体中沿纵向方向左右固定。

4. 发明公开

KR1020080048057A 지반에 연속적인 벽을 만들기 위한 기계 无效
标题翻译：在地面上制造连续墙的机器
公开(公告)号：KR1020080048057A
公开(公告)日：2008-05-30
申请号：KR1020087008100
申请日：2006-09-25
申请人： 꽁빠니 뒤 솔
发明人： 샤노필리뻬 , 마티유파브리세 , 뻬르뻬자다니엘 , 사바띠에쟝-마르끄
IPC分类号： E02D17/13 , E02D1/02 , E02D3/12 , E02F5/02
CPC分类号： E02D5/18 , E02D17/13 , E02D17/16 , E02D1/02 , E02D3/12 , E02D2250/0038 , E02D2300/002 , E02F5/02
摘要： The invention concerns a machine (18) for making a continuous wall in the ground comprising a rear part (28) including means (46) for filling with concrete the portion of trench at the rear of the machine, a front part (26) including cutting means (20) for producing a portion of trench in front of the machine; and means (60, 62) for modifying the distance between said front and rear parts along a horizontal direction. The machine is characterized in that said cutting means comprise vertical guide means (28), at least one rotary cutter (20) whereof the axis of rotation is horizontal and parallel to the width of the trench and means (22) for moving said cutter along the guide means between a lower position corresponding to the base of the trench and a higher position above the trench, said cutter being adapted to cut the ground of the trench and mix it to obtain a material in pasty state.
摘要翻译：本发明涉及一种用于在地面上制造连续壁的机器（18），其包括后部（28），后部包括用于在机器的后部向混凝土填充沟槽部分的装置（46），前部（26）用于在机器前面产生一部分沟槽的切割装置（20）; 以及用于沿水平方向修改所述前部和后部之间的距离的装置（60,62）。该机器的特征在于，所述切割装置包括垂直引导装置（28），至少一个旋转切割器（20），其旋转轴线是水平的并且平行于沟槽的宽度，并且用于使所述切割器沿着引导装置在对应于沟槽的底部的下部位置和沟槽之上的较高位置之间，所述切割器适于切割沟槽的地面并将其混合以获得糊状状态的材料。

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