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1. 发明授权

KR100911886B1 진동형 압전막을 이용한 도로 매설식 에너지 하비스터 失效
标题翻译：使用振动压电膜的道路能量收集器
公开(公告)号：KR100911886B1
公开(公告)日：2009-08-11
申请号：KR1020090024036
申请日：2009-03-20
申请人： 한양대학교 산학협력단 , (주)서울엠에스
发明人： 최동호 , 이승재 , 박완순
IPC分类号： F03G7/08 , F03G7/00 , H02N2/00
CPC分类号： F03G7/08
摘要： An energy harvester embedded in a road using a vibrating piezoelectric film is provided to generate power effectively as a vibration plate is vibrated by transforming an upper plate and restoring the upper plate due to external force. An energy harvester embedded in a road using a vibrating piezoelectric film comprises a vibration plate(20), a vertical plate, and an upper plate(11). A piezoelectric film and an elastic plate in which current is generated with bending are laminated on the vibration plate. The end part of the vibration plate is welded to the bottom of the vertical plate at a right angle. The upper plate is laid under a road and the both ends of the upper plate are fixed. A cavity is formed at the lower part of the upper plate. The upper end of the vertical plate is vertically welded to the lower surface of the upper plate. The vibration plate is vibrated by transforming an upper plate and restoring the upper plate due to external force.
摘要翻译：提供了一种使用振动压电膜嵌入道路中的能量收集器，以便通过变换上板并由于外力而恢复上板而使振动板振动而有效地发挥功率。使用振动压电膜嵌入道路的能量收集器包括振动板（20），垂直板和上板（11）。在振动板上层叠压电膜和弯曲产生电流的弹性板。振动板的端部以直角焊接在垂直板的底部。上板铺设在道路下方，上板的两端固定。在上板的下部形成空腔。垂直板的上端垂直焊接到上板的下表面。振动板通过转换上板并由于外力而恢复上板振动。

2. 发明公开

KR1020060116311A 암절개지의 경사면 식생토 시공구조 无效
标题翻译：土石方施工结构
公开(公告)号：KR1020060116311A
公开(公告)日：2006-11-15
申请号：KR1020050038355
申请日：2005-05-09
申请人： 솔렌스(주) , (주)서울엠에스
发明人： 이종만
IPC分类号： E02D17/20
CPC分类号： Y02A10/24 , E02D17/202 , E02D2300/0021 , E02D2600/30
摘要： A soil construction structure for a cut rock slope is provided to improve the appearance of a rock slope by simplifying vegetation for landscape architecture and to finish up an exposed rock slope well without breaking after public works by installing setting members on a rock slope using anchor members. A soil construction structure for a cut rock slope comprises the steps of: fixing a setting member on a rock slope stably without movement by forming many fixing grooves on a rock slope at regular intervals using equipment such as a drill to correspond to each fixing hole of a setting member, placing setting members(20) on the rock slope, inserting the base of an anchor member(30) to the fixing hole of the setting member and inserting to each fixing groove of the rock slope, injecting mortar into an injection hole of the anchor member using a hydraulic mortar injector and flowing in the fixing groove of the rock slope through many discharge holes of an insertion bar of the anchor member to make the anchor member adhered tightly by the mortar, tightening a coupling nut placed on the top of the anchor member downward and adhering a washer coupled to the bottom of the coupling nut closely to the fixing hole of the setting member; connecting the setting members continuously on the whole surface of the rock slope by connecting a netted band placed around a binding part of the prefixed setting member to the rock slope with a netted bank of another setting member using binders such as bands; and spreading soil(50) for landscape architecture on the top of the setting members stably.
摘要翻译：提供了一个切割岩石边坡的土壤施工结构，通过简化景观建筑的植被，通过锚定构件在岩石边坡上安装固定构件，完成暴露的岩石边坡，不破坏公共工程，从而改善岩石边坡的外观。用于切割岩石坡度的土体构造结构包括以下步骤：通过使用诸如钻机的设备以规则的间隔在岩石边坡上形成许多固定槽来将固定构件稳定地固定在岩石边坡上，以对应于每个固定孔设置构件，将设置构件（20）放置在岩石边坡上，将锚定构件（30）的基部插入到固定构件的固定孔并插入岩石边坡的每个固定槽，将砂浆注入到喷射孔的锚固构件使用液压砂浆喷射器，并且通过锚固构件的插入杆的许多排放孔在岩石边坡的固定槽中流动，以使锚固构件由砂浆紧密地附着，紧固放置在顶部上的联接螺母并且将耦合螺母的底部紧密地固定在固定构件的固定孔上的垫圈; 通过使用诸如带之类的粘合剂，将设置在前置固定构件的装订部分周围的网带连接到另一个固定构件的网圈上，从而将设置构件连续地连接在岩石边坡的整个表面上; 并将景观建筑的土壤（50）稳定铺设在固定物的顶部。

3. 实用新型

KR200390191Y1 산불 방화용 물 저장 주머니 설치 구조 失效
标题翻译：用于设置山火的储水装置的安装结构
公开(公告)号：KR200390191Y1
公开(公告)日：2005-07-20
申请号：KR2020050012056
申请日：2005-04-29
申请人： 솔렌스(주) , (주)서울엠에스
发明人： 이종만
IPC分类号： A62C3/02
CPC分类号： A62C3/02 , A62C35/02 , A62C35/68
摘要： 본 고안은 산의 계곡에서 흐르는 물을 저장하는 저장 장치를 산의 여러 곳에 설치하여 저장된 물을 이용하여 산불을 진화하도록 한 산불 방화용 물 저장 주머니 설치 구조에 관한 것으로, 본 고안은 산의 계곡(1)의 물을 공급밸브(11)를 구비한 물 주입관(12)을 통하여 공급받아 저장하는 사각 박스 형상의 물주머니(10)와, 상기 물주머니(10)의 일측 하단에 다수개 연결되어 배출밸브(21)로 제어되는 연결관(20)과, 상기 연결관(20)에 연결되어 물주머니(10) 내의 저장된 물을 끝단의 살수기(31)를 통해 분사하는 방화 호스(30)와, 상기 물주머니(10)의 사방 외측면에 쌓여져 물주머니(10)가 저장 공간을 확보하도록 하는 다수의 불연재 부직포 마대(40)와, 상기 물주머니(10)의 외부면과 불연재 부직포 마대(40)의 상면에 덮여진 불연재 방수 매트(50)를 포함하는 것을 특징� ��로 한다.

4. 发明授权

KR100431904B1 콘크리트 바닥판 교면포장용 라텍스혼합개질 콘크리트시공방법（ＬＭＣ공법）失效
标题翻译：（LMC공법）콘크리트바닥판교면포장용라텍스혼합개질콘크리트시공방법（LMC机场）
公开(公告)号：KR100431904B1
公开(公告)日：2004-05-17
申请号：KR1020020014689
申请日：2002-03-19
申请人： (주)서울엠에스 , 한국도로공사
发明人： 김기헌 , 윤경구 , 이승재 , 양희용 , 박상일 , 김대호 , 장성호
IPC分类号： E01C23/00
摘要： PURPOSE: An LMC construction method for concrete floor slab bridge pavement is provided to simplify the construction progress, to increase adhesion of old and new concrete, to suppress crack, and to secure durability and flatness. CONSTITUTION: An LMC construction method for concrete floor slab bridge pavement comprises steps of cutting bridge surface and cleaning scraps of concrete, oil, and adsorbed foreign materials(S10); maintaining a humid condition(S20) by covering slab concrete with a humid blanket and then watering the humid blanket; installing a concrete roller paver rail for movement of a concrete roller paver(S30); maintaining a surface dry-saturated condition by watering foreign materials and covering the bridge surface with vinyl, to prevent incoming of foreign materials(S40); producing LMC(S50); executing blooming work of preventing LMC from being dried till paving(S60); constructing LMC pavement and shoulder(S70); executing tinning work of finishing roughened surface by a tinning machine(S80); applying curing agent(S90); covering a curing blanket for protection from the external effects(S100); and executing curing by rolling up the curing blanket and executing air dry curing for at least seven days(S110).
摘要翻译：目的：提供LMC混凝土楼板桥面铺装方法，以简化施工进度，增加新旧混凝土的粘结力，抑制裂缝，确保耐久性和平整度。组成：LMC混凝土楼板桥面铺装施工方法，包括切割混凝土，石油和吸附异物的桥面和清理废料的步骤（S10）; 通过用潮湿的毯子覆盖板坯混凝土然后给潮湿的毯子浇水来保持潮湿状态（S20）安装用于混凝土铺路机运动的混凝土铺路机轨道（S30）; 通过浇灌异物并用乙烯树脂覆盖桥表面以保持表面干饱和状态，以防止异物进入（S40）。生产LMC（S50）; 执行阻止LMC干燥直至铺砌的开花工作（S60）; 建造LMC路面和肩部（S70）; 通过镀锡机执行完成粗糙表面的镀锡工作（S80）; 施加固化剂（S90）; 覆盖固化毯以免受外部影响（S100）; 并通过卷起固化毯并执行风干干燥至少七天来执行固化（S110）。

5. 发明公开

KR1020030023984A 고성능 액체크로마토그래피 칼럼 충전제 및 그 제조방법 无效
标题翻译：用于高性能液相色谱柱的填料及其生产工艺
公开(公告)号：KR1020030023984A
公开(公告)日：2003-03-26
申请号：KR1020010056760
申请日：2001-09-14
申请人： 이호재 , (주)서울엠에스
发明人： 이호재 , 강달선 , 이승재 , 김태경
IPC分类号： B01J20/283 , B01J20/286 , G01N30/02
CPC分类号： G01N30/48
摘要： PURPOSE: Provided is a filler for a high performance liquid chromatography column which uses dimethylchlorosilane as one material of a size exclusion column so that it contributes to produce the size exclusion column with higher performance. CONSTITUTION: The production process of the filler for the high performance liquid chromatography column is characterized by mixing silane compounds under nonpolar organic solvent like toluene or so on, wherein a tricosane silane like chlorodimethylsilylmethyl tricosane, a heptacosane silane like chlorodimethylsilylmethyl heptacosane and other silanes with methoxy and ethoxy groups as functional group instead of chloro group.
摘要翻译：目的：提供一种用于高效液相色谱柱的填料，其使用二甲基氯硅烷作为尺寸排阻柱的一种材料，从而有助于生产具有更高性能的尺寸排阻柱。构成：用于高效液相色谱柱的填料的生产方法的特征在于在非极性有机溶剂如甲苯等下混合硅烷化合物，其中二氯硅烷如氯二甲基甲硅烷基甲基二十二烷，二十七烷基硅烷如氯二甲基甲硅烷基甲基二十七烷和其它具有甲氧基的硅烷和乙氧基作为官能团代替氯基。

6. 发明授权

KR101207914B1 장지간화를 위한 가설교량 有权
标题翻译：装有连接装置的临时桥梁
公开(公告)号：KR101207914B1
公开(公告)日：2012-12-05
申请号：KR1020110011664
申请日：2011-02-09
申请人： 연세대학교 산학협력단 , (주)서울엠에스 , 유호산업개발(주)
发明人： 김상효
IPC分类号： E01D21/00 , E01D6/00 , E01D101/30
摘要： 본발명은장지간화를위한가설교량에관한것으로, 더욱상세하게는지반에매설되고, 두가설교량의연결부에위치하는하나의벤트; 상기벤트의상부에위치하고, 교축방향을따라일렬로배열되되, 상호이격되도록설치된거더; 및상기거더간의인접한단부부분에설치되는보강부재와, 상기벤트와상기보강부재를연결하는지지부재를포함하되, 상기거더의온도변화에따른신축변형은수용하고, 상기거더의휨변위는구속하기위한서포터;를포함하여이루어져, 두가설교량의연결부에설치된하나의벤트상부에교축방향을따라거더가일렬로배열되는데, 인접한거더의단부는일정한간격으로이격되어설치되고, 거더와벤트를연결하는서포터가일교차및/또는연교차에따른거더의교축방향으로의수평변위를수용하여벤트로전달되는수평력은차단시키고, 온도변화이외의기타하중에의한거더의휨변위는구속하여휨모멘트를벤트로분배하여줌으로써두 가설교량의연결시 불필요한잉여벤트의소요를방지하면서도총연장에제약을받지않고가설교량을연속하여시공하는것이가능하여공기단축은물론, 재료비, 인건비및 장비비등의공사비를절감할수 있을뿐만아니라, 우수한내하성능을갖는가설교량의설계및 시공이가능한장지간화를위한가설교량을제안하고자한다.

7. 发明公开

KR1020120091725A 장지간화를 위한 가설교량 有权
标题翻译：装有连接装置的临时桥梁
公开(公告)号：KR1020120091725A
公开(公告)日：2012-08-20
申请号：KR1020110011664
申请日：2011-02-09
申请人： 연세대학교 산학협력단 , (주)서울엠에스 , 유호산업개발(주)
发明人： 김상효
IPC分类号： E01D21/00 , E01D6/00 , E01D101/30
CPC分类号： E01D21/00 , E01D6/00 , E01D2101/30
摘要： PURPOSE: A temporary bridge for long span bridge construction is provided to continuously construct temporary bridges regardless of the whole extension of a bridge, prevent waste bents consumption, distributing bending moment to bents, and block the horizontal force transferred to the bents. CONSTITUTION: A temporary bridge for long span bridge construction comprises a bent, a girder, and a supporter. The bent is laid under the ground and located in the connection portion of temporary bridges. The girders are located on the bent and arranged in a row and separated with each other. The supporter comprises a reinforcement member and a support member. The reinforcement member is installed in the end portions of the girders. The support member connects the bent and the reinforcement member. The supporter copes with the extensional deformation flowing the change of temperature and restricts the bending deformation of the girder.
摘要翻译：目的：提供长跨桥建设的临时桥梁，连续建设桥梁，不考虑桥梁的整体延伸，防止浪费消耗，弯曲弯矩弯曲，阻止转移到弯头的水平力。构成：长跨桥施工的临时桥梁包括弯梁，大梁和支架。弯曲处置在地下，位于临时桥梁的连接部分。大梁位于弯曲处并排成一列并彼此分开。支撑件包括加强构件和支撑构件。加强构件安装在桁材的端部。支撑构件连接弯曲和加强构件。支撑者应对流动变化的拉伸变形，限制了梁的弯曲变形。

8. 发明授权

KR101055856B1 거더 일체형 복공판 및 이를 이용한 가설교량 有权
标题翻译：梁集成式层压板
公开(公告)号：KR101055856B1
公开(公告)日：2011-08-09
申请号：KR1020090081133
申请日：2009-08-31
申请人： 연세대학교 산학협력단 , (주)서울엠에스
发明人： 김상효 , 이상우
IPC分类号： E01D19/12 , E01D15/12 , E01D21/00 , E01C9/08
摘要： 본 발명은 거더 일체형 복공판 및 이를 이용한 가설교량에 관한 것으로, 더욱 상세하게는 거더 상부에 배열되고, 단면 형상이 상광하협(上廣下狹)의 형태로 이루어진 복수의 포켓부와, 상기 포켓부에 대응하도록 형성되어 삽입되고, 그 내부에는 콘크리트가 타설되는 전단포켓형틀과, 그리고 상기 전단포켓형틀 저부에 배열되고, 상기 거더와 전단연결재에 의하여 고정되는 지지부재를 포함하는 거더 일체형 복공판과, 아울러 이를 이용한 가설교량에서 복공판의 포켓부와, 이에 수용되고 콘크리트와 합성된 전단포켓형틀에 의하여 거더와 복공판을 일체화하여 거더와 복공판의 합성작용을 증진시키고, 포켓부와 전단포켓형틀에 의한 전단포켓은 거더에 복공판의 설치를 용이하게 하고, 추후에 복공판을 거더로부터 해체하는 것이 쉽고 용이하며, 아울러 복공판과 거더를 재사용하는 것이 가능하여 경제적인 손실을 줄일 수 있는 거더 일체형 복공판 및 이를 이용한 가설교량을 제안하고자 한다.
거더, 복공판, 전단포켓, 전단연결재, 지지부재, 고정부재, 취출부재
摘要翻译：在多个袋本发明并使用相同的，更具体地在一个梁酮bokgongpan的形式取得的口袋和涉及一种假说桥，被设置在上梁，该截面图像光hahyeop（上广下狭）被插入被形成以便对应，并且内部被布置在前端口袋模具和，和前端口袋模具底部，其浇注混凝土，所述梁包括由固定的支撑构件，所述梁和剪切连接件bokgongpan，以及它而在假设桥bokgongpan口袋使用，从而接收和混凝土前端口袋和积分与所述梁和bokgongpan通过组合前端口袋模具推进梁和bokgongpan，袋体部分和前端口袋模具的复合作用是梁因此，以后可以很容易地从层梁上拆下层压板，它可以重复使用bokgongpan和大梁提出一个梁桥集成bokgongpan并把他们减少经济损失。

9. 发明授权

KR100894542B1 무조인트 교량 失效
标题翻译：无缝桥
公开(公告)号：KR100894542B1
公开(公告)日：2009-04-24
申请号：KR1020080114773
申请日：2008-11-18
申请人： (주)서울엠에스
发明人： 이승재 , 이상우 , 박완순
IPC分类号： E01D19/02 , E01D19/06 , E04B5/04 , E04C5/16
CPC分类号： E01D19/02 , E01D19/06 , E04B5/04 , E04C5/16
摘要： A jointless bridge is provided to improve durability and safety of a bridge by preventing horizontal shear stress from being applied at the top superstructure of a bridge. A jointless bridge comprises: an abutment(10); a mold(20) which is arranged between each first supporting part of the abutment and in which a bottom slab(BS) is placed on the top; an extension slab(ES) arranged at the upper part of the second supporting part of the abutment; a sliding unit located between the second supporting part and the extension slab; and an elastic joint(40) arranged between the holder of the abutment and the extension slab end part. The sliding unit converts relative displacement applied to the extension slab into sliding movement in case the bottom slab and the mold is in elastic deformation.
摘要翻译：提供了一种无缝桥，通过防止水平剪切应力施加在桥梁顶部上部结构上，提高桥梁的耐久性和安全性。无缝桥包括：基台（10）; 模具（20），其布置在所述基台的每个第一支撑部分之间，底板（BS）放置在所述顶部上; 延伸板（ES），其布置在所述基台的所述第二支撑部分的上部; 位于所述第二支撑部和所述延伸板之间的滑动单元; 以及布置在基台的保持件和延伸板端部之间的弹性接头（40）。在底板和模具处于弹性变形的情况下，滑动单元将施加到延伸板的相对位移转换成滑动运动。

10. 发明授权

KR100846159B1 콘크리트 구조물 단면 및 표면보수용 수용성폴리머모르타르 조성물 및 제조방법 有权
标题翻译：用于混凝土结构部件的组合物水溶性聚合物修复和表面恢复
公开(公告)号：KR100846159B1
公开(公告)日：2008-07-14
申请号：KR1020070135717
申请日：2007-12-21
申请人： (주)서울엠에스
发明人： 이상우 , 박성기 , 성상경 , 원종필 , 장창일
IPC分类号： C04B14/06 , C04B28/00 , C04B24/24 , C04B18/08
CPC分类号： C04B28/02 , C04B2111/2038 , C04B2111/27 , C04B2111/29 , C04B2111/343 , C04B2111/72 , Y02W30/94 , C04B14/06 , C04B18/146 , C04B24/2676 , C04B2103/0053
摘要： A water-soluble polymer mortar composition is provided to improve watertightness and resistance against freezing and salt by increasing expression strength and ameliorating the tissue and pore structure of hardened cement, and to suppress fine crack. A method for preparing a water-soluble polymer mortar composition for repairing a section and a surface of a concrete structure includes a step of mixing 39.58-42.12 parts by weight of cement, 41.60-45.12 parts by weight of quartz sand, 13.52-14.39 parts by weight of water-soluble polymer, and 1.78-1.89 parts by weight of silica fume. The water-soluble polymer is obtained by mixing 44.89 parts by weight of SB latex solids with 55.11 parts by weight of water.
摘要翻译：提供水溶性聚合物砂浆组合物，通过提高表面强度和改善硬化水泥的组织和孔结构，并抑制细裂纹，提高水密性和耐冻结性。制备用于修补混凝土结构部分和表面的水溶性聚合物砂浆组合物的方法包括以下步骤：将39.58-42.12重量份的水泥，41.60-45.12重量份的石英砂，13.52-14.39份的水溶性聚合物和1.78-1.89重量份的硅灰。通过将44.89重量份的SB胶乳固体与55.11重量份的水混合，得到水溶性聚合物。

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