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公开(公告)号：US20220411287A1
公开(公告)日：2022-12-29
申请号：US17781047
申请日：2020-11-19
发明人： Tae Mun HWANG , Sook Hyun NAM , Eun-Ju KIM , Jae-Wuk KOO
摘要： Provided are a system for monitoring a hydroxyl radical scavenging index in water using a real-time multi-fluorescence analyzer and a parallel factor analysis apparatus and a method therefor, wherein the system monitors the hydroxyl radical scavenging index in water using the real-time multi-fluorescence analyzer and the parallel factor analysis apparatus, whereby it is possible to monitor the characteristics of an organic material in target water through a continuous flow analysis method without using an existing indicator material, rhodamine B. In addition, in a water treatment system having an advanced oxidation process (AOP) applied thereto in which ozone, ultraviolet rays, hydrogen peroxide, and the like are combined, it is possible to simply calculate the hydroxyl radical scavenging index in the target water through an organic material characteristic index for each component obtained by classifying the characteristic structure of the organic material in water using real-time fluorescence analysis by means of a parallel factor (PARAFAC) model. Accordingly, the amount of chemical injection and the amount of ultraviolet irradiation, which are process control variables, can be controlled, and under given operating variable conditions, the removal rate of a target material in water is predicted, whereby the system can also be used as a diagnostic tool for process evaluation in the advanced oxidation process. Furthermore, the system can provide operational convenience that enables process control while reducing the amount of power consumed in the advanced oxidation process even though the type of target material and the water quality characteristics of raw water change.
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公开(公告)号：US11472445B2
公开(公告)日：2022-10-18
申请号：US17110325
申请日：2020-12-03
发明人： Gum Sung Ryu , Byung Suk Kim , Kyung Taek Koh , Jae Joon Song , Jae Yoon Kang , Jong Dae Baek , Gi Hong An
IPC分类号： B61B13/08 , C04B14/38 , C09J121/02 , E01B25/30 , C04B16/06 , C04B111/72
摘要： The present invention provides a crack repair material of a concrete vacuum tube segment using ultra-high performance concrete (UHPC) for a hyper-speed transportation system and a crack repairing method for the same capable of, in a case in which a vacuum tube segment of a hyper-speed transportation system, such as the Hyperloop, is manufactured using UHPC, repairing cracks formed in the UHPC vacuum tube segment easily and conveniently using a crack growth prevention material and a patch repair material and capable of immediately repairing cracks formed in the UHPC vacuum tube segment to secure airtightness so that operation of a vacuum pump is minimized and overload of the vacuum pump is prevented.
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公开(公告)号：US11466456B2
公开(公告)日：2022-10-11
申请号：US16174290
申请日：2018-10-30
发明人： Hyeong Yeol Kim , Kyung Taek Koh , Gum Sung Ryu , Gi Hong An , Dong Woo Seo , Young Jun You , Seung Hun Park , Ga Young Kim , Seung Seop Jin
IPC分类号： E04C5/06 , B29C53/02 , D03D25/00 , D03D9/00 , E04C5/07 , D06M13/53 , D06M23/14 , D06M15/70 , D06M15/705 , B32B13/04
摘要： Provided are a method of manufacturing a three-dimensional textile reinforcement material and a method of constructing a textile reinforced concrete structure using a three-dimensional textile reinforcement material. A two-dimensional grid is bent into a three-dimensional shape using a two-dimensionally woven or knitted textile grid, and the bent grid is coupled with at least one two-dimensional grid, and thus the three-dimensional textile reinforcement material can be simply and easily formed. The three-dimensional textile reinforcement material can be formed by coating the coupled two-dimensional grid and a three-dimensional grid with a thermosetting resin and curing the coupled grids to support a concrete pouring pressure. The three-dimensional textile reinforcement material is formed in a truss material, and the three-dimensional textile reinforcement material with high bending strength can be manufactured, thus a concrete pouring pressure can be supported when a textile reinforced concrete structure is constructed using the three-dimensional textile reinforcement material.
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公开(公告)号：US20220186510A1
公开(公告)日：2022-06-16
申请号：US17338679
申请日：2021-06-04
发明人： Hyeong Yeol KIM , Gum Sung RYU , Young Jun YOU , Gi Hong AN
摘要： The present disclosure provides a concrete structure strengthened using a grid reinforcement material and non-shrink grout and a method of strengthening the same in which, when strengthening a concrete structure such as a concrete slab or a concrete wall body that is damaged or deteriorated, a grid reinforcement material is mounted on one side of the concrete structure, a formwork is formed on an outer side of the grid reinforcement material to have a required gap, and then the gap is filled with non-shrink grout so that the non-shrink grout is cured therein to strengthen the old concrete structure, thereby being able to automatically fill and repair cracks formed in the concrete structure just by injecting the non-shrink grout without separately performing crack repair on the old concrete structure. Also, the grid reinforcement material may be easily fixed or mounted using a grid fixing device and may be easily applied to strengthening of a concrete structure having a curved surface as well as a concrete structure having a flat surface such as a concrete slab or a concrete wall body. In addition, reinforcing bars may be additionally arranged in a gap between a surface of the concrete structure and the grid reinforcement material so that the grid reinforcement material increases a cover thickness, and thus the concrete structure is remarkably strengthened.
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公开(公告)号：US11326924B2
公开(公告)日：2022-05-10
申请号：US17257308
申请日：2020-03-26
发明人： Dong Sop Rhee
IPC分类号： G01F23/263
摘要： Disclosed in one embodiment are a device for measuring water level by using a capacitive technique, and a method therefor. A device for measuring water level comprises: an electrode unit which includes a first electrode and a second electrode arranged in parallel in a lengthwise direction, and which allow voltages to be applied to the first electrode and the second electrode; and a control unit for measuring the applied voltages, calculating the amount of reference charging time it takes to reach a second voltage from a predetermined first voltage on the basis of the measured voltages, and determining water level on the basis of the calculated reference charging time.
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公开(公告)号：US11168449B2
公开(公告)日：2021-11-09
申请号：US16649978
申请日：2017-12-11
发明人： Kyung Taek Koh , Gum Sung Ryu , Gi Hong An , Byung Suk Kim , Sung Yong Park
摘要： A method of batch-casting high-fluidity high performance concrete and low-fluidity high performance concrete, wherein the method is capable of batch-casting high-fluidity high performance concrete for forming a girder portion of a bridge and low-fluidity high performance concrete for forming a deck plate portion of the bridge by using a concrete casting apparatus. Accordingly, the construction cost can be reduced and the construction period can be shortened. In addition, because a cold joint does not occur, durability can be improved, and thus the life of the bridge can be increased.
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公开(公告)号：US20210207334A1
公开(公告)日：2021-07-08
申请号：US16616948
申请日：2019-09-26
发明人： Young Chan YOU , Ki Sun CHOI , Hyun Jee LEE
摘要： The present invention relates to a foundation reinforcing apparatus using a bracing-type supporting structure and a lateral prestressing device and a foundation reinforcing method using the same, wherein, in the foundation reinforcement used for remodeling construction that requires an extension of a building such as an apartment, the foundation reinforcing apparatus introduces lateral pre-stressing force into a bracing-type supporting structure to introduce a preloading load to a new pile of a new footing by using an upper supporting plate, which is connected to an existing vertical part and an existing slab, as a reaction bed and allows the new pile to share a load applied before and after the extension of the building so that reinforcement efficiency is increased, and thus construction is performed economically.
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公开(公告)号：US20210070657A1
公开(公告)日：2021-03-11
申请号：US16702466
申请日：2019-12-03
发明人： Gum Sung RYU , Kyung Taek KOH , Hyeong Yeol KIM , Gi Hong AN , Dong Woo SEO , Seung Seop JIN
摘要： Provided are a textile reinforced cement composite for suppressing occurrence of slipping and a crack and a manufacturing method thereof. The textile reinforced cement composite for suppressing occurrence of slipping and a crack can suppress slipping between a textile grid reinforcement and a cement composite by using an angulated filling material mixed therewith when a textile reinforced cement composite having a textile grid reinforcement embedded in a cement composite is manufactured, suppress occurrence of a crack of the cement composite, suppress occurrence of a crack of the cement composite due to a fiber bridging reaction by using organic fiber mixed therewith, induce distribution of fine cracks, suppress degradation of fluidity of the cement composite caused by mixing of the angulated filling material by using a spherical binder and a chemical admixture added thereto, and suppress slipping between the textile grid reinforcement and the cement composite by using a fine powder binder having a predetermined particle size and mixed therewith.
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公开(公告)号：US20210062374A1
公开(公告)日：2021-03-04
申请号：US16698884
申请日：2019-11-27
发明人： Hyeong Yeol KIM , Kyung Taek KOH , Gum Sung RYU , Gi Hong AN , Dong Woo SEO , Seung Seop JIN
摘要： Provided are an apparatus for manufacturing a textile grid with increased adhesion and a method thereof capable of integrating the textile grid with a concrete structure by increasing the adhesion of the textile grid when the concrete structure is built, repaired, or reinforced, increasing structural safety and durability of the concrete structure, increasing a working speed by coating a surface of the textile grid with an abrasive material powder that is a surface coating material in an automatic series of processes immediately after the textile grid is manufactured, and increasing coating performance by automatically inspecting and adjusting the amount of the coating material applied to the surface of the textile grid using a camera.
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10.发明授权公开(公告)号：US10858798B2
公开(公告)日：2020-12-08
申请号：US16699523
申请日：2019-11-29
发明人： Ju-Hyung Lee , Jae-Hyun Kim , Hak-Man Kim
摘要： A circular pipe member is penetrated into the seabed by a suction pressure, and a plurality of circular pipe members are vertically stacked thereon and integrated thereto to construct a cofferdam. When dismantling the cofferdam, the circular pipe members are disassembled and dismantled in order by using a lifting wire installed at a newly constructed structure installed in the inner space of the cofferdam.
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