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公开(公告)号：KR1020010082991A
公开(公告)日：2001-08-31
申请号：KR1020000008592
申请日：2000-02-22
IPC: H04W4/24
Abstract: PURPOSE: An electronic settlement method using a radio communication terminal is provided which performs electronic settlement according to using of public transportation and purchasing of goods through a radio communication terminal including a non-contact integrated circuit. CONSTITUTION: A radio communication terminal receives charge information from a charge settlement device through short-distance communication. The radio communication terminal constructs a signal channel for transmitting the charge information to a base station. Then, the radio communication terminal sends the received charge information to a radio communication charge processor to perform charge settlement.
Abstract translation: 目的：提供一种使用无线电通信终端的电子结算方法，其通过使用公共交通和通过包括非接触式集成电路的无线电通信终端购买商品进行电子结算。 规定：无线电通信终端通过短距离通信从收费结算装置接收费用信息。 无线电通信终端构建用于将费用信息发送到基站的信号信道。 然后，无线电通信终端将接收到的费用信息发送到无线电通信费用处理器以进行费用结算。
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公开(公告)号：KR100296018B1
公开(公告)日：2001-07-12
申请号：KR1019990005594
申请日：1999-02-19
IPC: E02D29/02
Abstract: PURPOSE: A breast wall structure using natural stone and execution method thereof is provided to construct breast wall structure with easy and cost effectively. CONSTITUTION: The breast wall structure comprises a plurality decoration stones(11) consisting of natural stones that are arranged in parallel so to expose to the outside in the form of standing up from the ground; supporting stone(13) which is arranged in the back of a pair of neighboring decoration stones forming a triangle and; a plurality connecting anchors of which one end of the connecting anchor is inserted into the supporting stone and the other end is inserted into the decoration stones to connect the decoration stones and the supporting stone.
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公开(公告)号：KR102218533B1
公开(公告)日：2021-02-22
申请号：KR1020190113528
申请日：2019-09-16
Applicant: 박정민
Inventor： 박정민
Abstract: 본발명은지진발생시건축물을손상을방지또는최소화할수 있도록된 새로운구조의건축물기둥구조에관한것이다건축물기둥구조에따르면, 상기기둥은상하측기둥부(10,20)와, 상기상하측기둥부(10,20)의사이에구비되어상측기둥부(10)를지지하는완충구조(30)로구성되며, 상기완충구조(30)는상기상측기둥부(10)의하측면에고정된상부지지판(31)과, 상기하측기둥부(20)의상면에고정된하부지지판(32)과, 상하방향으로연장되도록상기상부지지판(31)과하부지지판(32)의사이에고정되는압축코일스프링(33)로구성되어, 지진등에의해기둥이진동될때, 상기압축코일스프링(33)이신축되면서충격을흡수하여기둥이손상되는것을방지할수 있다.
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