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1. 发明公开

EP2537988A4 REINFORCED SELF-SUPPORTED RETAINING WALL STRUCTURE MAKING USE OF THE ARCHING EFFECT AND A CONSTRUCTION METHOD OF EXCAVATIONS USING THE SAME 审中-公开
标题翻译：随着对开挖为了设计和方法的形成耐冲击的使用增强的自支撑墙体支撑结构
公开(公告)号：EP2537988A4
公开(公告)日：2015-11-18
申请号：EP10846233
申请日：2010-12-09
申请人： PARK GANG HO , KIM JUN
发明人： PARK GANG HO , KIM JUN
IPC分类号： E02D17/04 , E02D5/04 , E02D17/08
CPC分类号： E02D5/04 , E02D5/02 , E02D17/04

2. 发明公开

EP2537988A2 REINFORCED SELF-SUPPORTED RETAINING WALL STRUCTURE MAKING USE OF THE ARCHING EFFECT AND A CONSTRUCTION METHOD OF EXCAVATIONS USING THE SAME 审中-公开
标题翻译：随着对开挖为了设计和方法的形成耐冲击的使用增强的自支撑墙体支撑结构
公开(公告)号：EP2537988A2
公开(公告)日：2012-12-26
申请号：EP10846233.4
申请日：2010-12-09
申请人： Park, Gang Ho , Kim, Jun
发明人： Park, Gang Ho , Kim, Jun
IPC分类号： E02D17/04 , E02D17/08 , E02D5/04
CPC分类号： E02D5/04 , E02D5/02 , E02D17/04
摘要： In a reinforced self-supported retaining wall structure using an arching effect, a soldier pile integrally formed with a soldier pile insertion portion in a vertical direction in a flange at one end of the soldier pile in which a lagging is inserted is installed at a width B to be perpendicular to the ground. A sheet panel protruding portion is inserted in and connected to the soldier pile insertion portion. A sheet panel protruding portion is serially inserted in a sheet panel insertion portion. A compression support plate protruding portion is inserted in and coupled to the sheet panel insertion portion. A relationship between a length L of a group of serial sheet panels and the width B between two groups of serial sheet panels is 0.5≤L/B≤3.0 in a range of an internal friction angle of earth Φ=10∼34° and a range of an adhesive power C=0.0∼5.0 ton/m 2 so that a back earth pressure is not applied to the front lagging due to the arching effect.
摘要翻译：在使用在拱效应的增强自支撑挡土墙结构，一个士兵桩一体地在一个凸缘在垂直方向上的士兵桩插入部在士兵桩，其中，滞后被插入被安装在一个宽度的一个端部形成 B至是垂直于地面。的片材面板突出部被插入并连接到排桩插入部。的片材面板突出部串联插入的片材面板插入部。压缩支撑板突出部被插入并连接到片材面板插入部。一组串行片板和两组串行片面板之间的宽度B的长度L之间的关系是在范围土的内部摩擦角的0.5‰¤l/ B‰¤3.0| =10¼34°和的胶粘力的C范围=0.0¼5.0吨/ m 2的象背土压力不施加到前滞后，由于拱的效果。

3. 实用新型

KR880001183Y1 합성수지제 안경보관통 失效
公开(公告)号：KR880001183Y1
公开(公告)日：1988-03-30
申请号：KR840008117
申请日：1984-08-17
申请人： PARK GANG HO
发明人： PARK GANG-HO
IPC分类号： A45C11/04

4. 发明申请

WO2011102595A3 REINFORCED SELF-SUPPORTED RETAINING WALL STRUCTURE MAKING USE OF THE ARCHING EFFECT AND A CONSTRUCTION METHOD OF EXCAVATIONS USING THE SAME 审中-公开
标题翻译：采用拱形效应的加强型自撑式挡土墙结构及使用该拱形结构施工的施工方法
公开(公告)号：WO2011102595A3
公开(公告)日：2011-11-10
申请号：PCT/KR2010008812
申请日：2010-12-09
申请人： PARK GANG HO , KIM JUN
发明人： PARK GANG HO , KIM JUN
IPC分类号： E02D17/04 , E02D5/04 , E02D17/08
CPC分类号： E02D5/04 , E02D5/02 , E02D17/04
摘要： The present invention is directed to provide a reinforced self-supported retaining wall structure of a new aspect, in which a reinforced soil type self-supported soil mass is formed making use of the arching effect between soil particles and a sheet panel, and the back pressure of soil that is applied to an excavation space is supported by the weight (W) of the self-supported soil mass. To this end, H-piles (10), each housing a soil retaining plate (30) inserted therein and having a sheet panel connection - coupling part formed as one body in the vertical direction on one flange (12) thereof, are arranged regularly in distances B at right angles to the ground; and a sheet panel connection part (22) is first connected - coupled to the sheet panel connection - coupling part (14), followed by a sheet panel (20), provided that the internal friction angle (F) of the soil is in the range of 10 to 34 degrees and the relationship between the length L of the continuous sheet panels (20) and the distance B between sheet panels in the presence of an adhesive force (C) within the range of 0.0 to 5.0 (ton/m2) satisfies 0.5 = L/B = 3.0, thereby the arching effect prevents the application of the back pressure of soil to the front soil retaining plate.
摘要翻译：本发明旨在提供一种新的方面的加强型自支撑挡土墙结构，其中利用土壤颗粒与板片之间的拱形效应形成加强的土壤类型自支撑土体，并且背部施加到挖掘空间的土壤的压力由自支撑土体的重量（W）支撑。为此，每个容纳插入其中的土壤保持板（30）并且具有在其一个凸缘（12）上在竖直方向上形成为一体的薄片面板连接部分的H桩（10）被有规律地布置在与地面成直角的距离B中; 并且首先连接片材面板连接部分（22），所述片材面板连接部分（22）首先连接到所述片材面板连接结合部分（14），随后是片材面板（20），条件是所述土壤的内部摩擦角（F）（C）为0.0〜5.0（ton / m 2）的范围内，连续片材片20的长度L与片材片之间的距离B的关系为10〜34度，满足0.5 = L / B = 3.0，因此拱起作用防止土壤背压施加到前挡土板上。

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