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    • 1. 发明申请
    • TEMPORARY SOIL RETAINING WALL STRUCTURE FOR WATER SUPPLY AND DRAINAGE WORKS DEEP UNDERGROUND
    • 临时土壤挡土墙结构的供水和排水工程深埋地下
    • WO2010068014A9
    • 2010-09-02
    • PCT/KR2009007307
    • 2009-12-08
    • KOLON CONSTRUCTION CO LTDLAND SIDE CONSTRUCTION IND TECPARK SOO BEOMKIM HYUN GON
    • PARK SOO BEOMKIM HYUN GON
    • E02D17/08E02D17/04E03F3/06
    • E02D17/08E02D17/086
    • The present invention suggests a temporary soil retaining wall structure for deep depth installed on both inner sides of an excavation part (2) for preventing collapse of the side wall of the excavation part (2) formed by foundation work on the ground (1), The temporary soil retaining wall structure is characterized by comprising: a pair of piles (200); a gap maintenance member (201) installed between the piles (200); a guide member (100) installed to guide the vertical movement of the piles (200) and the gap maintenance member (201); a top soil retaining plate (110) coupled to the back side of the guide member (100); a bottom soil retaining plate (210) installed on the bottom of the top soil retaining plate (110). Thereby, the temporary soil retaining wall structure has advantages of convenience and safety in construction and increased recyclability of material.
    • 本发明提出了一种设置在挖掘部(2)的两个内侧上的用于深度深的临时挡土墙结构,用于防止由地面(1)上的基础工作形成的挖掘部(2)的侧壁倒塌, 临时挡土墙结构的特征在于包括:一对桩(200); 安装在桩(200)之间的间隙保持构件(201); 引导构件(100),其被安装以引导桩(200)和间隙保持构件(201)的竖直运动; 联接到所述引导构件(100)的所述后侧的顶部土壤保持板(110); 底部土壤保持板(210),其安装在顶部土壤保持板(110)的底部。 因此,临时挡土墙结构具有施工方便,安全,增加材料回收利用的优点。
    • 4. 发明申请
    • TEMPORARY SOIL RETAINING WALL STRUCTURE FOR WATER SUPPLY AND DRAINAGE WORKS DEEP UNDERGROUND
    • 用于供水和排水工程的临时土壤保持性结构深层地下
    • WO2010068014A3
    • 2010-10-21
    • PCT/KR2009007307
    • 2009-12-08
    • KOLON CONSTRUCTION CO LTDLAND SIDE CONSTRUCTION IND TECPARK SOO BEOMKIM HYUN GON
    • PARK SOO BEOMKIM HYUN GON
    • E02D17/08E02D17/04E03F3/06
    • E02D17/08E02D17/086
    • The present invention suggests a temporary soil retaining wall structure for deep depth installed on both inner sides of an excavation part (2) for preventing collapse of the side wall of the excavation part (2) formed by foundation work on the ground (1), The temporary soil retaining wall structure is characterized by comprising: a pair of piles (200); a gap maintenance member (201) installed between the piles (200); a guide member (100) installed to guide the vertical movement of the piles (200) and the gap maintenance member (201); a top soil retaining plate (110) coupled to the back side of the guide member (100); a bottom soil retaining plate (210) installed on the bottom of the top soil retaining plate (110). Thereby, the temporary soil retaining wall structure has advantages of convenience and safety in construction and increased recyclability of material.
    • 本发明提出了一种用于深度深度的临时挡土墙结构,其安装在挖掘部分(2)的两侧,用于防止由地基(1)上的基础工作形成的挖掘部分(2)的侧壁的塌陷, 临时挡土墙结构的特征在于包括:一对桩(200); 安装在桩(200)之间的间隙维护构件(201); 引导构件(100),安装成引导桩(200)和间隙维持构件(201)的垂直运动; 耦合到引导构件(100)的后侧的顶部土壤保持板(110); 安装在顶部土壤保持板(110)的底部上的底部土壤保持板(210)。 因此,临时挡土墙结构具有施工方便,安全的优点,材料可回收利用率高。