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    • 42. 发明授权
    • 침하저감 및 형상유지형 직육면체 백
    • 用于减少代理和保留表单的包
    • KR101232212B1
    • 2013-02-12
    • KR1020120032143
    • 2012-03-29
    • 시지엔지니어링(주)
    • 황순종박보현김준철
    • E02B3/12E02D29/02E02D17/20
    • E02B3/12E02D17/20E02D29/02E02D2200/1628E02D2200/1692E02D2600/40
    • PURPOSE: A subsidence-reducing and shape-retaining rectangular parallelepiped bag is provided to prevent subsidence in a weak soil foundation in the long-term or short-term and to retain the shape by increasing internal bonding according to the amount of filler contained inside the bag. CONSTITUTION: A subsidence-reducing and shape-retaining rectangular parallelepiped bag comprises a rectangular parallelepiped bag(100), a subsidence reduction unit(200), and an inner interrupter. The rectangular parallelepiped bag has an internal space for containing filler; and a cover portion for opening and closing. The subsidence reduction unit is installed in the bottom surface portion of the rectangular parallelepiped bag. The inner interrupter is installed in the internal space of the rectangular parallelepiped bag and prevents the deformation of the rectangular parallelepiped bag due to the weight of the bag when the bag is lifted up while the filler is contained in the internal space.
    • 目的:提供一种减少沉降和形状保持的长方体袋,以防止长期或短期的弱土基础沉降,并通过根据填料内部填料量增加内部粘合来保持形状 袋。 构成:沉降减小和形状保持的长方体包包括长方体包(100),沉降减少单元(200)和内部断路器。 长方体袋具有用于容纳填料的内部空间; 以及用于打开和关闭的盖部分。 沉降减少单元安装在长方体袋的底面部分中。 内部断路器安装在长方体的内部空间中,并且当填充物被包含在内部空间中时,当袋被提起时,由于袋的重量而防止长方体的变形。
    • 43. 发明授权
    • 팽이파일을 이용한 연약지반 보강구조
    • 使用顶板加固软土结构
    • KR100920688B1
    • 2009-10-09
    • KR1020090009208
    • 2009-02-05
    • 시지엔지니어링(주)
    • 이정영홍기채황순종박보현
    • E02D27/14E02D5/48E02D3/08E02D3/10
    • E02D27/14E02D3/08E02D3/10E02D5/48E02D2300/0076
    • PURPOSE: A reinforced structure for a soft ground using a top pile is provided to reduce construction cost and construction period by using sand which is relatively cheap. CONSTITUTION: A reinforced structure for a soft ground using a top pile comprises a non-woven fabric(12), a plurality of top file mold frames(2), a water collecting pipe(100), and a sand layer(200). The non-woven fabric is installed on the surface of the soft ground excavated at constant depth. The top file mold frame is installed with being arranged on the non-woven fabric. The water collecting pipe is installed in the vertical direction through a space between the top file mold frames. The water collecting pipe is laid under the surface of the soft ground at the constant depth. The circumference of the water collecting pipe is made of a water collecting part and a projected expanding part. In the water collecting part, water collecting holes are formed at constant intervals. In the projected expanding part, a through-hole is formed. The inside of the top file mold frame and the space are filled with the sand layer by a hydraulic fill method.
    • 目的:提供使用顶层软土的加固结构,通过使用相对便宜的砂来降低施工成本和施工周期。 构成:使用顶层软土的加强结构包括无纺布(12),多个顶部模具模架(2),集水管(100)和砂层(200)。 将无纺布安装在以恒定深度挖掘的软土地表面上。 顶部文件模具框架安装在无纺布上。 集水管通过顶部文件模架之间的空间在垂直方向安装。 集水管以恒定的深度铺设在软土地表面下。 集水管的周长由集水部和突出的膨胀部构成。 在集水部中,以恒定间隔形成集水孔。 在突出部分中形成通孔。 顶部文件模具框架的内部和空间通过液压填充方式填充砂层。
    • 48. 发明公开
    • 콘크리트 파일 연결용 체결구
    • 连接混凝土桩的设备
    • KR1020150109512A
    • 2015-10-02
    • KR1020140032002
    • 2014-03-19
    • 시지엔지니어링(주)
    • 김은수홍기채이정영황순종
    • E02D5/30E02D5/52E02D5/22E02D13/10
    • E02D5/30E02D5/223E02D5/226E02D5/526E02D13/10E02D2200/1685E02D2600/20
    • 본발명은콘크리트파일연결용체결구에관한것으로서, 내부가빈 통공을갖는원통형의몸체부와; 상기몸체부의상,하부에각각결합되되, 그둘레면에복수의볼트결합공들과, 복수의지지편삽입공들이형성된상부플랜지부및 하부플랜지부와; 상기상부플랜지부와하부플랜지부에개재되는것으로서, 상기상부플랜지부및 하부플랜지부의지지편삽입공들에각각삽입되는돌출편이상부와하부에각각형성된지지편들을포함하는것을특징으로하며, 이에따라상부플랜지부와하부플랜지부에개재되어항타에따른충격을흡수하는지지편들이, 상부플랜지부및 하부플랜지부에대하여종방향결속은물론횡방향으로도결속이이루어지게됨으로써, 상기지지편의이탈방지에따른찌그러짐이예방되고, 이에따라연결된콘크리트파일들의휨 발생이예방되는유용한효과가제공된다.
    • 本发明涉及一种用于连接混凝土桩的紧固件,包括:具有内部中空部分的圆柱体单元; 上凸缘单元和下凸缘单元,其联接到主体单元的上部和下部,并且在圆周表面上形成有多个螺栓联接孔,并且形成多个支撑件插入孔; 以及插入在上凸缘单元和下凸缘单元之间的支撑件,并且其中突出件插入上凸缘单元和下凸缘单元的支撑件插入孔中。 因此,插入在上凸缘单元和下凸缘单元之间以吸收由锤击产生的冲击的支撑件相对于上凸缘单元和下凸缘单元沿纵向方向和横向方向被紧固 为了防止由于支撑件的分离而预先防止变形,并且预先预防连接的混凝土桩的弯曲。
    • 49. 发明公开
    • 연약지반 보강 구조물 및 이의 시공방법
    • 缺陷加固结构及其构造方法
    • KR1020150056167A
    • 2015-05-26
    • KR1020130138814
    • 2013-11-15
    • 시지엔지니어링(주)
    • 이정영홍기채황순종김준철
    • E02D5/48E02D27/14
    • E02D27/14E02D5/48E02D2200/1692
    • 본발명은연약지반보강구조물및 이의시공방법에관한것으로서, 상기연약지반보강구조물은연약지반상에서로교차되도록배치되는시트들과; 상기시트들의교차부위상면에형성되는안착부재와; 상기안착부재에안착되는것으로서, 상광하협형태의팽이부와, 이팽이부의저면중앙부위에형성된안착부로구성된팽이파일을포함하는것을특징으로하고, 이구조물을이용하여연약지반을시공하게됨으로써, 교차로배치되는시트들의교차부위에반원형상의안착부재를형성하고, 이안착부재에파일본체부가배제된팽이파일을안착시켜상호결속시킴으로써, 하중에따른응력으로파손됨이없이제 기능을발휘할수 있게되는효과가제공된다.
    • 本发明是一种地面较差的加固结构及其施工方法,其特征在于,所述加强结构体包括:布置在不良的地面上并彼此交叉的片材; 安装构件,其形成在所述片材彼此交叉的横截面的上表面上; 以及顶部桩,其包括顶部,所述顶部具有较宽的上部和较窄的下部,以安装在所述安装构件上;以及安装部,形成在所述顶部的下表面的中心。 通过使用这种结构,可以在不良的地面进行施工。 在片材彼此交叉的部分处形成半圆形座部件,并且没有堆的主体的顶部桩被安装在安装部件中并联接到安装部件上,从而确保结构的正常功能而没有由应力引起的任何损坏 的负载。