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公开(公告)号：KR101590782B1
公开(公告)日：2016-02-02
申请号：KR1020140027404
申请日：2014-03-07
Applicant: 경희대학교 산학협력단
Abstract: 본발명에따른 3차원곡면표출장치는, 상하이동가능하게구비된이동부를포함하며, 복수개가일렬로구비되어각 이동부의상단이이루는단차에의해소정곡면에대응되는굴곡을표출하는상하이동모듈및 상기상하이동모듈에구동력을전달하여각 상하이동모듈의이동부를소정높이로이동시키는구동모듈을포함한다.
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公开(公告)号：KR1020150118896A
公开(公告)日：2015-10-23
申请号：KR1020150044152
申请日：2015-03-30
Applicant: 경희대학교 산학협력단 , (주)케이에이치하우징솔루션스
Abstract: 본발명은양단부상부에설치되는 2개의보단부철골(110); 중단하부에설치되는보중단철골(140); 상기 2개의보단부철골(110) 웨브(web) 일부와상기보중단철골(140) 전부가묻히도록타설되며옆면에슬래브(slab)가걸칠수 있는슬래브턱(155)이형성되는보콘크리트(150); 상기 2개의보단부철골(110) 상부에배근되며단부가상기보단부철골(110) 단부보다길게배근되는다수개의보상부철근(120); 상기보콘크리트(150) 하단내부에배근되고단부가상기보콘크리트(150) 단부로노출되는다수개의보하부철근(130);을포함하여구성되되, 상기보콘크리트(150)는상기보단부철골(110) 상부아래까지타설되어사용되는상기보단부철골(110)과상기보중단철골(140)의사용량을줄이는것을특징으로하는보춤이높은합성PC보(100)를제공하며, 상기다수개의보상부철근(120)은상부스트럽(160)으로상기다수개의보하부철근(130) 일부와함께보콘크리트(150) 내부에서고정되고, 상기슬래브턱(155) 하부의보콘크리트(150) 내부에는상기보하부철근(130)을고정하는하부스트럽(170)이배근되는것을특징으로하는보춤이높은합성PC보(100)를제공한다. 더불어상기보춤이높은합성PC보(100)를이용한것으로, 상기합성PC보(100)의상기보단부철골(110)은보연결플레이트(290)를사용하여하부합성PC기둥(200)의기둥철골(210)에부착된기둥브래킷(220)에연결되되, 상기하부합성PC기둥(200)은상부및 하부에수평으로 2개의기둥플레이트(260)가설치되고상기 2개의기둥플레이트(260) 각각의중앙에수직으로설치되는상기기둥철골(210)을포함하여구성되며, 또다른상기하부합성PC기둥(200)이상기하부합성PC기둥(200) 상부에설치되는상부합성PC기둥(200`)되고, 상기하부합성PC기둥(200)의상기기둥철골(210)과상기상부합성PC기둥(200`)의상기기둥철골(210)은기둥연결플레이트(230)로연결되는것을특징으로하는보춤이높은합성PC보와합성PC기둥과의연결구조를제공한다.
Abstract translation: 本发明提供一种具有大光束深度（100）的复合PC光束，包括：两个梁端钢框架（110），安装在中间的下部; 横梁混凝土（150），其中板状突起（155）形成在侧表面上; 多个上梁钢框架（120）布置在两个梁端钢框架（110）的上部中; 以及布置在所述梁混凝土（150）的下端内的多个下梁钢框架（130）。 本发明减少了梁端钢框架（110）和梁中钢框架（140）的使用。 上梁钢框架（120）固定在梁混凝土（150）的内部，下板（170）布置在板坯突起（155）的下部的梁混凝土（150）的内部。
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公开(公告)号：KR101559292B1
公开(公告)日：2015-10-13
申请号：KR1020140089885
申请日：2014-07-16
Applicant: 경희대학교 산학협력단
IPC: C01G39/06 , C01B17/20 , H01L21/283
Abstract: 전이금속칼코겐화합물과그 제조방법, 및전이금속칼코겐화합물을포함하는반도체장치가제공된다. 상기전이금속칼코겐화합물은, 전이금속물질에전해질을이용하여칼코겐물질을도핑하되, 상기전이금속물질과상기칼코겐물질의화합물은금속성을갖는다.
Abstract translation: 提供了一种过渡金属硫族化合物，其制备方法和包括过渡金属硫族化合物的半导体器件。 过渡金属硫族化合物是通过使用电解质将硫属元素材料掺入到过渡金属材料上制备的，其中过渡金属材料和硫族元素材料的化合物具有金属性。
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公开(公告)号：KR1020140037703A
公开(公告)日：2014-03-27
申请号：KR1020120104188
申请日：2012-09-19
Applicant: 경희대학교 산학협력단
Inventor： 김선국
IPC: H01L29/04 , H01L29/12 , H01L29/786 , H01L31/09
CPC classification number: H01L31/0264 , H01L21/02667 , H01L21/02675 , H01L29/78696 , H01L31/0324
Abstract: The present invention relates to a transition metal dichalcogenides device formed by re-crystallization and a transistor device using the same. The present invention is to form single and poly crystals by performing a laser annealing process on amorphous transition metal dichalcogenides formed by a deposition process. For this, a semiconductor channel material is formed by recrystallizing the single and poly crystalline transition metal dichalcogenides by annealing the amorphous transition metal dichalcogenides obtained by the deposition process. [Reference numerals] (AA) After/before laser annealing Vgs_ld
Abstract translation: 本发明涉及通过重结晶形成的过渡金属二硫属元素化元件和使用其的晶体管器件。 本发明是通过对通过沉积工艺形成的非晶过渡金属二硫属元素进行激光退火处理来形成单晶和多晶。 为此，通过使通过沉积工艺获得的非晶过渡金属二硫属化物退火而使单结晶过渡金属二硫属化物再结晶，形成半导体通道材料。 [附图标记]（AA）激光退火后的Vgs_ld
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公开(公告)号：KR1020130130915A
公开(公告)日：2013-12-03
申请号：KR1020120054568
申请日：2012-05-23
Applicant: 경희대학교 산학협력단
Inventor： 김선국
IPC: H01L31/0256 , H01L31/10 , H01L29/786
CPC classification number: H01L31/0324 , H01L29/78 , H01L29/78681 , H01L31/032 , H01L45/141
Abstract: The present invention relates to a multi-layer transition metal dichalcogenide element and a semiconductor device using the same. By organizing a transition metal chalcogenide in multi-layers, desirably more than three layers, which was previously in a single layer, a wide range of wavelengths from ultraviolet rays to near-infrared rays can be absorbed. To achieve this, a multi-layer transition metal dichalcogenide is used to absorb rays of a relatively wide range of wavelengths compared to a single-layered transition metal dichalcogenide. The present invention discloses a multi-layer transition metal dichalcogenide element in which a semiconductor channel is formed by the multi-layer transition metal dichalcogenide.
Abstract translation: 本发明涉及多层过渡金属二硫属元素元素和使用其的半导体器件。 通过组合多层过渡金属硫属元素，期望多于三层，其先前在单层中，可以吸收从紫外线到近红外线的宽范围的波长。 为了实现这一点，与单层过渡金属二硫属元素相比，多层过渡金属二硫属元素用于吸收相对宽的波长范围的射线。 本发明公开了一种多层过渡金属二硫属元素，其中半导体通道由多层过渡金属二硫属元素形成。
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Patent Agency Ranking
公开(公告)号：KR1020130101803A
公开(公告)日：2013-09-16
申请号：KR1020120022824
申请日：2012-03-06
Applicant: 경희대학교 산학협력단 , (주)케이에이치하우징솔루션스
Abstract: PURPOSE: A PC beam unit connection structure for expanding spaces and a construction method thereof are provided to reduce a construction period by enabling the proceed of upper layer construction upon the completion of frameworks such as beams. CONSTITUTION: A construction method of a PC beam unit connection structure for expanding spaces comprises the following steps: breaking down a nonbearing wall and embedding one end of a plurality of connection stud bolts (210) into the end of existing slab (S) and wall (W) to expand a space; penetrating a connection stud bolt into the fastening hole of the connection stud bolt in a beam end plate (160) and lifting a PC beam unit (100); welding a beam upper main bar (110), a beam lower main bar (120), and beam steel frame (130) to the beam end plate; and pouring concrete.
Abstract translation: 目的：提供一种用于扩展空间的PC梁单元连接结构及其施工方法，以通过在框架（例如梁）完成后能够进行上层结构来减少施工周期。 构成：用于扩展空间的PC梁单元连接结构的构造方法包括以下步骤：分解不透壁并将多个连接双头螺栓（210）的一端嵌入到现有板（S）的端部和壁 （W）扩大空间; 将连接双头螺栓穿入梁端板（160）中的连接双头螺栓的紧固孔中并提升PC梁单元（100）; 将梁上主杆（110），梁下主杆（120）和梁钢框架（130）焊接到梁端板; 并浇注混凝土。
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公开(公告)号：KR1020130059010A
公开(公告)日：2013-06-05
申请号：KR1020110125079
申请日：2011-11-28
Applicant: 경희대학교 산학협력단 , (주)케이에이치하우징솔루션스
Abstract: PURPOSE: A PC(Precast Concrete) column connection structure using a low moment zone is provided to be simply installed in a construction field by being constructed as a dry process and to include excellent structural performance on vertical and horizontal loads and bending. CONSTITUTION: A PC column connection structure using a low moment zone comprises a low moment connection unit connector(100), an upper PC column(UC), and a lower PC column. The low moment connection unit connector comprises an upper plate, a lower plate, and a bending prevention member. The lower moment connection unit connector is located in the low moment zone in which moment applied to the column is low or minimum. The low moment connection unit connector is installed as a mold on the upper part of the lower PC column or the lower part of the upper PC column in a manufacturing process of the PC column. The lower moment connection unit connector comprises a PC column connection plate in a shape which is same as the upper plate.
Abstract translation: 目的：使用低力矩区域的PC（预制混凝土）柱连接结构被简单地安装在建筑领域，通过构造为干法，并在垂直和水平荷载和弯曲方面包括优异的结构性能。 构成：使用低力矩区域的PC柱连接结构包括低力矩连接单元连接器（100），上PC柱（UC）和下PC柱。 低力矩连接单元连接器包括上板，下板和防弯曲构件。 较低的力矩连接单元连接器位于低力矩区域，其中施加到柱的力矩低或最小。 在PC柱的制造过程中，低力矩连接单元连接器作为模具安装在下PC柱的上部或上PC柱的下部。 下矩连接单元连接器包括与上板相同形状的PC柱连接板。
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公开(公告)号：KR101217683B1
公开(公告)日：2012-12-31
申请号：KR1020110078660
申请日：2011-08-08
Applicant: 경희대학교 산학협력단 , (주)케이에이치하우징솔루션스
Abstract: PURPOSE: A form device for a PC(precast concrete) column and a manufacturing method of a PC column using the same are provided to enable the simple installation of steel frames and the simple arrangement of reinforcing bars. CONSTITUTION: A form device for a PC column comprises a pallet(100), two side panels(200), steel frame supports(300). The pallet is installed on the ground. The side panels are installed on both sides of the pallet higher than the height of reinforced concrete. The steel frame supports are installed on the front and rear surfaces of the pallet and surround the edges of a main joint lower plate(14) or sub joint upper plate.
Abstract translation: 目的：提供一种用于PC（预制混凝土）柱的成型装置和使用其的PC柱的制造方法，以使得能够简单地安装钢框架和简单地布置钢筋。 构成：用于PC柱的成形装置包括托盘（100），两个侧板（200），钢框架支撑件（300）。 托盘安装在地面上。 侧板安装在托盘的两侧，高于钢筋混凝土的高度。 钢框架支撑件安装在托盘的前表面和后表面上，并围绕主接头下板（14）或副接头上板的边缘。
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公开(公告)号：KR1020120106061A
公开(公告)日：2012-09-26
申请号：KR1020110023900
申请日：2011-03-17
Applicant: 경희대학교 산학협력단 , (주)케이에이치하우징솔루션스 , (주) 다우와키움건설
Abstract: PURPOSE: A steel bar guider for inserting a steel bar into a flange of a steel frame or a web and a steel bar arrangement method using the same are provided to reduce construction cost and construction period and secure the safety of an operator. CONSTITUTION: A steel bar guider(100) for inserting a steel bar into a flange(CF) of a steel frame or a web(CW) comprises a guide rail(10) and a lever(20). The lever is attached in the guide rail. The guide rail is composed of a rail(12) and a steel bar insertion port(14). The radius of an inlet hole for the steel bar insertion is formed a single body with one side of the rail or larger than a radius of the steel bar insertion port integrally formed or joined at one end of the rail. The rail on the guide rail is inserted in a steel bar through-hole and a steel bar(SB) is inserted on the insertion port and then a lever is pulled for removing the steel bar guider without the movement of the steel bar.
Abstract translation: 目的：提供用于将钢筋插入钢框架或腹板的凸缘中的钢筋导向器以及使用其的钢筋布置方法，以减少施工成本和施工周期，并确保操作者的安全。 构成：用于将钢筋插入钢框架或腹板（CW）的凸缘（CF）中的钢棒导向器（100）包括导轨（10）和杆（20）。 杠杆连接在导轨上。 导轨由轨道（12）和钢筋插入口（14）构成。 用于钢筋插入的入口孔的半径形成为具有轨道的一侧的单个主体或大于在钢轨的一端整体形成或接合的钢棒插入口的半径。 导轨上的轨道插入钢筋通孔中，钢筋（SB）插入到插入口上，然后拉动杠杆以移除钢棒导向器，而不会发生钢筋的移动。
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公开(公告)号：KR3006062660002S
公开(公告)日：2011-08-12
申请号：KR3020090046548
申请日：2009-10-22
Applicant: 경희대학교 산학협력단 , (주)케이에이치하우징솔루션스
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