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Résultats pour
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1.
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JOINT CORE FOR JOINING COLUMN AND BEAM, AND METHOD FOR JOINING COLUMN AND BEAM USING SAME
Numéro d'application |
KR2018003533 |
Numéro de publication |
2019/059480 |
Statut |
Délivré - en vigueur |
Date de dépôt |
2018-03-26 |
Date de publication |
2019-03-28 |
Propriétaire |
P.S. TECH CO., LTD. (République de Corée)
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Inventeur(s) |
- Jin, Joo Ho
- Park, Koo Yun
- Kim, Hyun Sook
- Kim, Dong Joon
- Kim, Doo Hwan
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Abrégé
The present invention relates to a joint core for joining a column and a beam that may secure excellent rigidity by a simple process and not require welding. To this end, provided is a joint core for joining a column and a beam, comprising: a closed-section intermediate column; a diaphragm; and an internal reinforcement, wherein the diaphragm is formed with a slit to insert the internal reinforcement thereinside, and the internal reinforcement inserted in the diaphragm is engaged with the intermediate column. According to the present invention, high rigidity is secured when a closed-section column and a beam are joined together as compared to that of the conventional art. In addition, assembly without welding is possible when the closed-section column and the beam are joined together, such that the process may be shortened, the joining may be easily performed, and quality becomes uniform.
Classes IPC ?
- E04B 1/24 - Structures comportant des éléments porteurs allongés, p.ex. colonnes, poutres, ossatures les pièces porteuses étant métalliques
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2.
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TORQUE SHEAR BOLT AND BOLT ASSEMBLY
Numéro d'application |
KR2014012948 |
Numéro de publication |
2016/104850 |
Statut |
Délivré - en vigueur |
Date de dépôt |
2014-12-29 |
Date de publication |
2016-06-30 |
Propriétaire |
- P.S. TECH CO., LTD. (République de Corée)
- STEELCO CO., LTD. (République de Corée)
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Inventeur(s) |
- Kim, Dong Joon
- Kim, Hyun Sook
- Kim, Dae Han
- Kim, Doo Hwan
- Ahn, Jung Yeol
- Jin, Joo Ho
- Park, Jong Jin
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Abrégé
The present invention relates to a torque shear bolt and a bolt assembly and, more particularly, to a torque shear bolt having a pin tail portion that is configured to break off at a certain amount of torque in order to be able to indicate that the bolt was fastened using a stable amount of axial force, and to a bolt assembly. The torque shear bolt of the present invention comprises: a bolt body configured to pass through articles to be coupled, and having nuts fastened to both ends thereof by being screwed thereon in order to couple the articles; and a pin tail portion configured to integrally extend from one end of the bolt body in order to be grasped by a tool and rotated, and configured to separate from the bolt body when a prescribed torque is reached while being rotated by the tool.
Classes IPC ?
- F16B 31/02 - Assemblages à vis spécialement modifiés en vue de résister à une charge de traction; Boulons de rupture signalant ou limitant la charge de traction
- F16B 23/00 - Têtes de boulons ou de vis de forme spéciale pour permettre leur rotation à l'aide d'un outil
- F16B 37/04 - Dispositifs pour fixer les écrous à des surfaces, p.ex. à des feuilles, à des plaques
- F16B 5/02 - Jonction de feuilles ou de plaques soit entre elles soit à des bandes ou barres parallèles à elles par organes de fixation utilisant un filetage
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3.
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FRAMEWORK CONNECTION STRUCTURE AND CONNECTION METHOD USING STEEL PIPE WITHOUT DIAPHRAGM
Numéro d'application |
KR2014009992 |
Numéro de publication |
2016/056696 |
Statut |
Délivré - en vigueur |
Date de dépôt |
2014-10-23 |
Date de publication |
2016-04-14 |
Propriétaire |
- P.S. TECH CO., LTD. (République de Corée)
- STEELCO CO., LTD. (République de Corée)
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Inventeur(s) |
- Kim, Dong Joon
- Kim, Hyun Sook
- Kim, Dae Han
- Kim, Doo Hwan
- Ahn, Jung Yeol
- Jin, Joo Ho
- Park, Jong Jin
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Abrégé
The present invention relates to a framework connection structure and connection method using a steel pipe and, more specifically, to a framework connection structure and connection method using a steel pipe, which are capable of easily constructing a framework by using a steel pipe without the use of a diaphragm. The framework connection structure using a steel pipe without a diaphragm, according to the present invention, comprises: inner reinforcement plates inserted into a steel pipe column so as to reinforce the inside of the steel pipe column; fixing nuts fixed to the inner reinforcement plates for preventing the rotation thereof before the inner reinforcement plates are inserted into the steel pipe column; outer plates coupled to the outside of the steel pipe column; and bolts coupled, from the outside of the steel pipe column, to the fixing nuts after penetrating the outer plates and side surfaces of the steel pipe column so as to integrally couple the outer plates, the steel pipe column and the inner reinforcement plates, wherein, when the outer plates are coupled to the outside of the steel pipe column in a state in which the outer plates are joined to beams, the steel pipe column and the beams become connected, and when the inner reinforcement plates and the outer plates are respectively coupled to the insides and the outsides of the connection parts of two steel pipe columns to be connected in a long manner, the steel pipe columns become connected to each other.
Classes IPC ?
- E04B 1/58 - Assemblages pour les constructions du bâtiment en général d'éléments de construction en forme de barre
- E04B 1/24 - Structures comportant des éléments porteurs allongés, p.ex. colonnes, poutres, ossatures les pièces porteuses étant métalliques
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4.
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TEMPORARY SOIL RETAINING STRUCTURE USING STEEL PIPE STRUT AND METHOD FOR CONSTRUCTING SAME
Numéro d'application |
KR2015006793 |
Numéro de publication |
2016/003208 |
Statut |
Délivré - en vigueur |
Date de dépôt |
2015-07-02 |
Date de publication |
2016-01-07 |
Propriétaire |
P.S. TECH CO., LTD. (République de Corée)
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Inventeur(s) |
Kim, Dong Joon
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Abrégé
The present invention relates to a temporary soil retaining structure, and more specifically to a temporary soil retaining structure using a steel pipe strut, which reduces steel loss and reduces processes such as on-site manufacturing due to using standardized waste steel pipe struts that are connected by means of assembly alone without any on-site manufacturing and a separation portion formed at the end of the strut being resolved by means of a prefabricated length adjustment block. The temporary soil retaining structure using a steel pipe strut according to the present invention comprises: a steel pipe strut; and a prefabricated length adjustment block which is selectively connected to the end of the steel pipe strut so as to fit with the site conditions and which implements the function of the strut and adjusts the length of the strut.
Classes IPC ?
- E02D 17/04 - Aménagement des bords ou consolidation des parois des trous de fondation
- E02D 17/08 - Aménagement des bords ou consolidation des parois des fossés ou puits de fondation
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5.
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MOLD MANAGEMENT SYSTEM HAVING PRESET AND AUTOMATIC SETTING FUNCTIONS
Numéro d'application |
KR2013006200 |
Numéro de publication |
2014/014233 |
Statut |
Délivré - en vigueur |
Date de dépôt |
2013-07-11 |
Date de publication |
2014-01-23 |
Propriétaire |
- PS TECH CO.,LTD. (République de Corée)
- BEST INFORMATION TECHNOLOGY CO., LTD. (République de Corée)
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Inventeur(s) |
Yu, Kwang Taig
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Abrégé
One embodiment of the present invention relates to a mold management system having preset and automatic setting functions, and the technical problem solved thereby is that of matching final data related to the number of operating cycles of a mold stored in a terminal during the replacement of a new mold counter so as to improve management efficiency, save on equipment manpower and costs during installation, and improve work convenience. To this end, one embodiment of the present invention includes: a mold counter built into a mold to count the number of operating cycles of the mold; and a terminal which collects and stores data related to the number of operating cycles of the mold from the mold counter and sets the operation of the mold counter during the replacement thereof by transmitting the data related to the number of operating cycles of the mold contained in the mold counter which is to be replaced to the replacement mold counter.
Classes IPC ?
- G06Q 50/04 - Fabrication
- G06Q 10/06 - Ressources, gestion de tâches, des ressources humaines ou de projets; Planification d’entreprise ou d’organisation; Modélisation d’entreprise ou d’organisation
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6.
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ELECTRONIC MOLD COUNTER DEVICE
Numéro d'application |
KR2012011013 |
Numéro de publication |
2013/094948 |
Statut |
Délivré - en vigueur |
Date de dépôt |
2012-12-17 |
Date de publication |
2013-06-27 |
Propriétaire |
- PS TECH CO.,LTD. (République de Corée)
- BEST INFORMATION TECHNOLOGY CO., LTD. (République de Corée)
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Inventeur(s) |
- Yu, Kwang Taig
- Park, Soo Chul
- Han, Guy Seok
- Kim, Han Jin
- Lee, Sang Hun
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Abrégé
An embodiment of the present invention relates to an electronic mold counter device which uses an optical detection method to automatically count the mold production amount in a set time for higher working efficiency. The mold counter device comprises: a case mounted on a mold and having a shaft through-hole on one side thereof; and a counting unit disposed inside the case to count the number of press-fittings for the mold. The counting unit comprises a shaft which protrudes so as to penetrate the shaft through-hole. The electronic mold counter device comprises: an elastic member designed to be inserted into the case by an elastic force according to the mold press-fitting; an optical detection unit which detects the insertion of the elastic member by irradiating the inserted elastic member with light; and a calculation unit which counts the insertion operation of the detected elastic member as the number of press-fittings for the mold.
Classes IPC ?
- G06M 1/10 - Caractéristiques d'ordre général pour actionner l'entraînement par des moyens électriques ou magnétiques
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7.
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BRACING CONNECTION SUPPORT APPARATUS USING FOLDABLE SUPPORT
Numéro d'application |
KR2012007301 |
Numéro de publication |
2013/077536 |
Statut |
Délivré - en vigueur |
Date de dépôt |
2012-09-12 |
Date de publication |
2013-05-30 |
Propriétaire |
P.S. TECH CO., LTD. (République de Corée)
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Inventeur(s) |
Hwang, Mun-Sam
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Abrégé
The present invention relates to a bracing connection support apparatus using a foldable support. A land-side protection wall bracing connection may be easily removed by using the foldable support according to the present invention. The bracing connection support apparatus using the foldable support includes: a wall fixing part fixed on a land-side protection wall; a bracing connection fixing part fixed on an end of a bracing connection; and a foldable support foldably disposed between the wall fixing part and the bracing connection fixing part. According to the bracing connection support apparatus using the foldable support, the foldable support is disposed to be folded between the wall fixing part and the bracing connection fixing part and supports the bracing connection so that the bracing connection may be easily removed through only the foldable support being folded. Thus, the bracing connection support apparatus may involve an easy disassembling operation and have economical effects through reusing the bracing connection, without incurring any damage.
Classes IPC ?
- E02D 17/04 - Aménagement des bords ou consolidation des parois des trous de fondation
- E02D 17/08 - Aménagement des bords ou consolidation des parois des fossés ou puits de fondation
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8.
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EARTH RETAINING TEMPORARY STRUCTURE AND CONSTRUCTION METHOD FOR SAME
Numéro d'application |
KR2011003955 |
Numéro de publication |
2012/165669 |
Statut |
Délivré - en vigueur |
Date de dépôt |
2011-05-30 |
Date de publication |
2012-12-06 |
Propriétaire |
P.S. TECH CO., LTD. (République de Corée)
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Inventeur(s) |
- Kim, Dong-Joon
- Hwang, Mun-Sam
- Choi, In-Sik
- Kim, Hyun-Sook
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Abrégé
The present invention relates to an earth retaining temporary structure which is installed to prevent an earth wall from collapsing due to pressure from the earth acting on the earth wall during excavation work. The disclosed invention comprises: a PS wale installed on a temporarily installed earth retaining wall; and steel-pipe bracing struts installed between the PS wale and post piles or between the post piles to support the temporarily installed earth retaining wall. According to the present invention with the above configuration, reinforcing materials are not required since steel-pipe bracing struts are utilized. Additionally, the distance between steel-pipe bracing struts can be increased to secure sufficient working space using the PS wale, which is a short wale having a large sectional area.
Classes IPC ?
- E02D 17/04 - Aménagement des bords ou consolidation des parois des trous de fondation
- E02D 17/08 - Aménagement des bords ou consolidation des parois des fossés ou puits de fondation
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