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1. 发明公开

KR20120037677A Windows system including blind having ability of ventilation and solar generation 审中-公开
标题翻译： WINDOWS系统，包括通风和太阳能发电的能力
公开(公告)号：KR20120037677A
公开(公告)日：2012-04-20
申请号：KR20100099284
申请日：2010-10-12
申请人： DAEWOO ENG & CONSTR CO LTD , KOREA INST CONSTRUCTION TECH , KIM GI HYUN
发明人： OH BO HWAN , KIM JI HYUN , SUNG KI CHEOL , LEE SEUNG EON , KANG JAE SIK , CHOI GYEONG SEOK , KIM KI HYUN , JUNG YOUNG YONG
IPC分类号： E06B9/24 , E06B7/082 , F24F13/08 , H02S10/00
CPC分类号： E06B9/24 , E06B7/082 , E06B9/322 , F24F13/08 , H02S10/00 , Y02B10/10 , Y02E10/52
摘要： PURPOSE: A window system having a built-in blind with ventilation and solar power generation functions is provided to prevent dew condensation by efficiently guiding the circulation of air. CONSTITUTION: A window system(100) having a built-in blind with ventilation and solar power generation functions comprises a detection sensor unit(110), a blind unit(120), a drive unit(130), a ventilation unit(140), a control unit(150), and a condenser unit(160). The detection sensor unit measures solar intensity and altitude and the internal temperature of a window. The blind unit has a light shelf slat(122) and a photovoltaic slat(124). The drive unit controls the vertical movement and angle of the photovoltaic slat. The ventilation unit has outer and inner ventilation units and an opening and closing unit. The control unit controls the operation of the drive unit. The condenser unit receives power generated from the photovoltaic slat.
摘要翻译：目的：提供具有通风和太阳能发电功能的内置盲人窗系统，以有效地引导空气循环来防止结露。构成：具有通风和太阳能发电功能的内置盲人的窗系统（100）包括检测传感器单元（110），盲装单元（120），驱动单元（130），通风单元（140），控制单元（150）和冷凝器单元（160）。检测传感器单元测量窗户的太阳强度和高度以及内部温度。盲装单元具有轻型货架板条（122）和光伏板条（124）。驱动单元控制光栅板的垂直运动和角度。通风单元具有外部和内部通风单元以及开闭单元。控制单元控制驱动单元的操作。冷凝器单元接收从光栅板产生的电力。

2. 发明公开

KR20120032689A Method of reducing differential shortening between vertical member in super tall building using water-proof material and vertical member in super tall building using water-proof material 无效
标题翻译：使用防水材料在垂直建筑物中使用防水材料和垂直构件在超级建筑物中使用防水材料减少垂直构件之间的差异缩小的方法
公开(公告)号：KR20120032689A
公开(公告)日：2012-04-06
申请号：KR20100094144
申请日：2010-09-29
申请人： DAEWOO ENG & CONSTR CO LTD
发明人： LEE SUNG HO , HA TAE HUN , OH BO HWAN
IPC分类号： E04B1/35 , E04D11/02 , E04G23/02 , G06F17/50
摘要： PURPOSE: A differential shortening reduction method by using a waterproofing material among vertical materials and a vertical material for a skyscraper by using waterproofing material are provided to control an evaporation of the moisture and drying shrinkage in advance by spreading a waterproofing material on the surface of vertical materials. CONSTITUTION: A differential shortening reduction method by using a waterproofing material among vertical materials and a vertical material for a skyscraper by using waterproofing material are as follows. Vertical materials predicted to be needed a correction with respect to a vertical shrinkage caused by a differential shortening are selected through a structural analysis based on design data of a skyscraper having a plurality of concrete vertical members(C). The vertical shrinkage amounts of each selected vertical material are calculated. Each correction amount of the vertical shrinkage for selected vertical materials except drying shrinkage amounts from the vertical shortening amounts is decided. Concrete is placed to form the selected vertical materials by being reflected the vertical shortening amount. Waterproofing material(WP) for preventing the dry shrinkage is spread on the surfaces of the selected vertical materials.
摘要翻译：目的：通过使用垂直材料中的防水材料和通过使用防水材料的摩天大楼的垂直材料来提供差别缩短缩小方法，以通过将防水材料铺展在垂直表面上来预先控制水分的蒸发和干燥收缩材料。构成：通过使用防水材料在垂直材料中使用防水材料和用于摩天大楼的垂直材料的差别缩短缩小方法如下。通过基于具有多个混凝土垂直构件（C）的摩天大楼的设计数据的结构分析来选择预测需要相对于由差动缩短引起的竖直收缩的校正的垂直材料。计算每个所选垂直材料的垂直收缩量。确定除垂直缩短量以外的干燥收缩量以外的所选垂直材料的垂直收缩率的校正量。放置混凝土以通过反映垂直缩短量形成所选择的垂直材料。用于防止干燥收缩的防水材料（WP）扩散在所选择的垂直材料的表面上。

3. 发明公开

KR20120043915A System and method for concrete shrinkage stress test by measuring steel-bar deformation 有权
标题翻译：通过测量钢筋变形的混凝土收缩应力测试的系统和方法
公开(公告)号：KR20120043915A
公开(公告)日：2012-05-07
申请号：KR20100105210
申请日：2010-10-27
申请人： DAEWOO ENG & CONSTR CO LTD
发明人： OH BO HWAN , LEE EUI BAE , KIM GYU YONG
IPC分类号： G01B7/16 , G01B21/32
摘要： PURPOSE: A system and method for evaluating a contraction stress of concrete through measuring a deformation amount of the steel reinforcement are provided to accurately predict and evaluate with respect to cracks of concrete and to figure out a changing progress of a contraction stress at each material age. CONSTITUTION: A system for evaluating a contraction stress of concrete through measuring a deformation amount of the steel reinforcement comprises a concrete specimen(10), a tubular deformed bar(20), a deformation measuring gauge, and a deformation recording system(40). The tubular deformed bar is inserted in a longitudinal direction of the central part of a concrete test piece. The deformation measuring gauge is joined to the inner circumference of the tubular deformed bar. The deformation measuring gauge is connected to the deformation measuring gauge by a wire(35). A plurality of the deformation measuring gauges is joined to the inner circumference of the tubular deformed bar.
摘要翻译：目的：提供通过测量钢筋变形量来评估混凝土收缩应力的系统和方法，以准确预测和评估混凝土裂缝，并确定每个材料年龄下收缩应力的变化过程。构成：通过测量钢筋的变形量来评估混凝土的收缩应力的系统包括混凝土试样（10），管状变形棒（20），变形测量计和变形记录系统（40）。管形变形杆沿混凝土试件的中心部分的纵向方向插入。变形测量计连接到管状变形棒的内周。变形量规通过线（35）与变形测量计连接。多个变形测量计连接到管状变形棒的内周。

4. 发明公开

KR20100122781A Piping structure for between floors of a building 审中-公开
标题翻译：建筑地板之间的管道结构
公开(公告)号：KR20100122781A
公开(公告)日：2010-11-23
申请号：KR20090041852
申请日：2009-05-13
申请人： DAEWOO ENG & CONSTR CO LTD , COART KOREA
发明人： OH BO HWAN , KIM JI HYUN , HONG SEOK JIN , CHO JEE HYUNG , LEE DO KYEONG
IPC分类号： E04G15/06 , F16L5/08
CPC分类号： E04G15/061 , F16L5/08
摘要： PURPOSE: A construction method of pipes between slabs of a building is provided to prevent damage due to thermal deformation because one end of a pipe is fixed to a slab while the other is movable on the opposite slab. CONSTITUTION: A construction method of pipes between slabs of a building is as follows. An outer housing(100) is buried in each slab(10) of a building. An inner housing(200) is inserted in the outer housing. A conductive plastic fitted with a pipe is inserted and welded in the inner housing. The pipe is fixed using screw-coupled inner and outer cases in one of upper and lower slabs while the pipe is placed to be movable using non-screw-coupled inner and outer cases in the other. The inner case has a top protrusion(220) to be hung on the top of the outer case.
摘要翻译：目的：提供建筑物板坯之间的管道施工方法，以防止由于热变形引起的损坏，因为管道的一端固定在板坯上，而另一端可在相对的板坯上移动。构成：建筑物板间的管道施工方法如下。外壳（100）被埋在建筑物的每个板坯（10）中。内壳体（200）插入外壳体中。配有管道的导电塑料被插入并焊接在内壳体中。使用螺纹连接的内壳和外壳在上下板之一中固定管道，同时使用非螺旋连接的内外壳将管放置成可移动的管。内壳具有悬挂在外壳的顶部上的顶部突起（220）。

5. 发明公开

KR20120045092A Temporary roof system for reactor containment building of nuclear power plant 有权
标题翻译：核电厂反应堆容纳建筑物临时屋顶系统
公开(公告)号：KR20120045092A
公开(公告)日：2012-05-09
申请号：KR20100106414
申请日：2010-10-29
申请人： DAEWOO ENG & CONSTR CO LTD , DONGAST
发明人： LEE MYUNG HO , OH BO HWAN , CHOI JANG KYU , LEE JANG BOG
IPC分类号： E04B7/14 , E04B7/16
CPC分类号： E04G21/242 , E04B7/166 , E04B7/18 , E04G21/28
摘要： PURPOSE: A temporary roof system for the reactor containment building of a nuclear power plant is provided to reduce construction time by enabling a work even in case of a heavy rain. CONSTITUTION: A temporary roof system for the reactor containment building section of a nuclear power plant comprises a post truss(10), outer ring trusses(20), cables, and a roof membrane(40). The post truss is assembled in the top of a tower crane(50). A fixed ring truss(11) is protruded from the top end of the post truss. The outer ring trusses are installed in the outer side of the post truss. The cables connect the outer ring trusses to the fixed ring truss of the post truss. The roof membrane is installed on the top surfaces of the post truss and the outer ring trusses.
摘要翻译：目的：提供核电厂反应堆遏制建筑物的临时屋顶系统，以减少施工时间，即使在大雨的情况下也能进行工作。构成：用于核电站的反应堆遏制建筑部分的临时屋顶系统包括桁架（10），外环桁架（20），电缆和屋顶膜（40）。柱式桁架组装在塔式起重机（50）的顶部。固定环桁架（11）从桁架的顶端突出。外环桁架安装在桁架的外侧。电缆将外环桁架连接到桁架的固定环桁架上。屋顶隔膜安装在柱桁架的顶面和外环桁架上。

6. 发明公开

KR20120042237A Method improving earthquake resistant capacity of existing walls using strip type steel plate member 审中-公开
标题翻译：使用条状钢板成员提高现有墙面抗震能力的方法
公开(公告)号：KR20120042237A
公开(公告)日：2012-05-03
申请号：KR20100103830
申请日：2010-10-25
申请人： DAEWOO ENG & CONSTR CO LTD
发明人： LEE MYUNG HO , OH BO HWAN
IPC分类号： E04B1/98 , E04B2/56
摘要： PURPOSE: A method for improving the seismic performance of an existing wall using a strip-shaped steel plate member is provided to effectively resist lateral force by fixing steel plates to an existing wall in an X-shape through anchor bolts. CONSTITUTION: A method for improving the seismic performance of an existing wall using a strip-shaped steel plate member is as follows. Grooves(101) having a shape corresponding to a steel plate member are formed on an existing wall(1) and a slab(3) of a wall-type apartment. Epoxy is spread on the rear surfaces of steel plate members(110,120). The steel plate members are attached on the grooves formed on the existing wall and the slab. The attached steel plate members are fixed to the existing wall and the slab by coupling anchor bolts to anchor bolt holes formed on the steel plate members. Non-shrinkage mortar or shotcrete(105) is placed in the grooves at the same height as the existing wall and the slab.
摘要翻译：目的：提供一种使用带状钢板构件改善现有墙体的抗震性能的方法，以通过将锚固螺栓固定在X形的现有墙体上来有效地抵抗横向力。构成：使用带状钢板构件改善现有墙体的抗震性能的方法如下。在壁式公寓的现有壁（1）和板坯（3）上形成具有与钢板构件对应的形状的槽（101）。环氧树脂扩散在钢板构件（110,120）的后表面上。钢板构件安装在形成在现有壁和板上的槽上。通过将锚固螺栓与形成在钢板构件上的锚定螺栓孔连接，将附着的钢板构件固定在现有的壁和板上。非收缩砂浆或喷浆混凝土（105）以与现有墙体和板坯相同的高度放置在凹槽中。

7. 发明公开

KR20100122782A Pipe fixing structure 审中-公开
标题翻译：管固定结构
公开(公告)号：KR20100122782A
公开(公告)日：2010-11-23
申请号：KR20090041853
申请日：2009-05-13
申请人： DAEWOO ENG & CONSTR CO LTD , COART KOREA
发明人： OH BO HWAN , KIM JI HYUN , HONG SEOK JIN , CHO JEE HYUNG , LEE DO KYEONG
IPC分类号： F16L5/00 , E04G15/04 , F16L5/10 , H02G3/22
CPC分类号： F16L5/06 , F16L5/027 , F16L9/125 , F16L13/103
摘要： PURPOSE: A pipe fixing anchor is provided to prevent damage to an outer cylinder due to pressure caused by concrete during the construction of a slab by the formation of a reinforcing rib on the outer cylinder. CONSTITUTION: A pipe fixing anchor comprises an outer cylinder(100) and an inner cylinder(200). The outer cylinder vertically passes through the slab and is buried inside the slab. The inner cylinder is coupled inside the outer cylinder. A target pipe(20) is inserted into the inner cylinder and is fixed by a fixing unit and is sealed with the inner cylinder.
摘要翻译：目的：提供一种管道固定锚，以防止由于在外筒上形成加强筋而在施工过程中因混凝土造成的压力而损坏外筒。构成：管固定锚包括外筒（100）和内筒（200）。外筒垂直穿过板坯并埋在板坯内。内筒联接在外筒内。目标管（20）插入到内筒中，并通过固定单元固定，并与内筒密封。

8. 发明授权

KR100904057B1 MECHANICAL IRON REINFORCING ROD ANCHORAGE UNIT 有权
标题翻译：机械强化钢筋锚固装置
公开(公告)号：KR100904057B1
公开(公告)日：2009-06-23
申请号：KR20090002303
申请日：2009-01-12
申请人： DAEWOO ENG & CONSTR CO LTD , BOO WON B M S CO LTD
发明人： OH BO HWAN , CHUN SUNG CHUL , LEE SEONG HO , KIM SANG KOO
IPC分类号： E04C5/16 , E04C5/18
摘要： A mechanical reinforcing rod mounting member is provided to perform pushing a reinforcing rod between existing vertical reinforcing rods which are dense and improve the effectiveness of construction by replacing two persons task by one person task. A mechanical reinforcing rod mounting member(100) comprises: a body(110) having a form of a cylindrical rod of metal material and having a female screw(111) at a central part in order that a male screw of a deformed bar is coupled; and a flange(120) being unitarily formed at the one end of the body to be exposed to outside and having an inlet(121); The inlet is tapered to being inserted between the vertical reinforcing rods.
摘要翻译：提供一种机械加强杆安装构件，以在现有的致密的垂直加强杆之间推动加强杆，并且通过一个人的任务替换两个人的任务来提高施工的有效性。机械加强杆安装构件（100）包括：主体（110），其具有金属材料的圆柱形杆的形式，并且在中心部分具有阴螺纹（111），以使得变形棒的外螺纹连接 ; 以及凸缘（120），其一体地形成在所述主体的一端以暴露于外部并具有入口（121）; 入口被锥形以插入在垂直的加强杆之间。

9. 发明公开

KR20120042239A Steel plate shear wall which columns bear only gravity load 无效
标题翻译：钢板剪切墙，其中只有承载重载
公开(公告)号：KR20120042239A
公开(公告)日：2012-05-03
申请号：KR20100103832
申请日：2010-10-25
申请人： DAEWOO ENG & CONSTR CO LTD
发明人： LEE MYUNG HO , OH BO HWAN
IPC分类号： E04B2/56 , E04B2/72
CPC分类号： E04B2/58 , E04B1/08 , E04B2/08 , E04C2/46
摘要： PURPOSE: A steel plate shear wall system for supporting the gravity of a column is provided to support tensile force applied to a steel plate by attaching support plates on both surfaces of a steel plate shear wall at a right angle to each other. CONSTITUTION: A steel plate shear wall system for supporting the gravity of a column is composed as follows. The top and bottom surfaces of a steel plate shear wall(100) are vertically welded to beams(20). Spaces(S) are formed by separating both surfaces of the steel plate shear wall from columns(10). Support plates are vertically welded to both ends of the steel plate shear wall. The top and bottom surfaces of the support plates are vertically welded to the beams.
摘要翻译：目的：提供一种用于支撑柱重力的钢板剪力墙系统，通过在钢板剪力墙的两个表面上以彼此成直角的角度安装支撑板来支撑施加到钢板上的张力。构成：用于支撑柱重力的钢板剪力墙系统组成如下。钢板剪力墙（100）的顶面和底面垂直焊接到梁（20）上。空间（S）通过将钢板剪力墙的两个表面与柱（10）分离而形成。支撑板垂直焊接在钢板剪力墙的两端。支撑板的顶面和底面垂直焊接到梁上。

10. 发明公开

KR20120018402A Vertical reinforced bar incornor spacer and inside spacer and install structure for the concrete fire-resistance test 无效
标题翻译：立式钢筋混凝土隔板和隔板安装结构和混凝土耐火试验结构
公开(公告)号：KR20120018402A
公开(公告)日：2012-03-05
申请号：KR20100081171
申请日：2010-08-23
申请人： DAEWOO ENG & CONSTR CO LTD
发明人： YOO JAE KANG , OH BO HWAN , PARK SANG JUN , KO JEONG WON , KIM KYOUNG MIN , LEE EUI BAE
IPC分类号： E04C5/18 , E04G17/06
摘要： PURPOSE: Corner spacer and inside-spacer for vertical rebar, and a vertical-rebar installing structure for a concrete fire-resisting test are provided to prevent heat from entering through the lower part of vertical rebar and a sensor from exceeding a critical temperature, in a concrete fire-resisting test. CONSTITUTION: A corner spacer(100) for a vertical rebar comprises an inserting pipe(110) and a support(120). The vertical rebar is inserted into the inserting pipe. The support longitudinally fixes the inserting pipe. The support is extended by the coated thickness of the vertical rebar in the direction of an X axis and in the direction of a Y axis around the inserting pipe on a plane.
摘要翻译：目的：提供用于垂直钢筋的角垫片和内衬，以及用于混凝土耐火试验的垂直钢筋安装结构，以防止热量通过垂直钢筋的下部和传感器超过临界温度进入，具体耐火试验。构成：用于垂直钢筋的角部间隔物（100）包括插入管（110）和支撑件（120）。垂直钢筋插入插入管。支撑件纵向固定插入管。支撑件通过垂直钢筋的涂层厚度在X轴方向上延伸，并在Y轴方向上在插入管的平面上延伸。

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