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    • 4. 发明公开
    • CAST-IN ANCHOR CHANNEL HAVING SUB-ANCHOR
    • EINGEGOSSENER ANKERKANAL MIT SUBANKER
    • EP2907932A1
    • 2015-08-19
    • EP13846106.6
    • 2013-08-22
    • Sejong R&D Co., Ltd.Lee, Jae-Ho
    • LEE, Jae-Ho
    • E04B1/41F16B13/00
    • E04B1/4107E04B2001/4192F16B13/00
    • There is provided a cast-in anchor channel having a sub-anchor capable of fixing various external installations to a concrete structure after concrete is cured by being installed before concrete is poured during construction of the concrete structure including a building. A cast-in anchor channel (10) having a sub-anchor according to the present invention includes a channel (20), anchors (30) and sub-anchors (40), and can stably resist a shear load by being installed before the concrete is poured during the construction of the building so as to fix the various external installations to the concrete structure in future. In a method of constructing the anchor channel having a sub-anchor according to the present invention, when the sub-anchors (40) are detachably installed at the channel (20) or the anchors (20), the position in the vertical direction is fixed due to the use of the space (200), and the position in the horizontal direction is fixed due to the use of the sub-anchors (40). Thus, it is easy to construct the anchor channel by being independently fixed to placed steel reinforcements, and it is possible to quickly perform the construction in the field with a simple construction method.
    • 提供了一种铸造锚固通道,其具有能够在混凝土在包括建筑物的混凝土结构的施工期间浇注混凝土之前通过安装混凝土而固化到混凝土结构之后的各种外部设备。 根据本发明的具有副锚固件的铸造锚固通道(10)包括通道(20),锚固件(30)和辅助锚固件(40),并且可以通过安装在 混凝土在建筑施工期间倾倒,以便将来将各种外部装置固定在混凝土结构上。 在根据本发明的构造具有辅助锚的锚固通道的方法中,当副锚固件(40)可拆卸地安装在通道(20)或锚固件(20)处时,垂直方向上的位置是 由于使用空间(200)而固定,并且由于使用辅助锚(40)而使水平方向上的位置固定。 因此,通过独立地固定在放置的钢筋上,可以容易地构造锚定通道,并且可以用简单的施工方法快速地在现场进行施工。
    • 7. 发明申请
    • CONNECTING STRUCTURE
    • 连接结构
    • WO2007105840A1
    • 2007-09-20
    • PCT/KR2006/000913
    • 2006-03-14
    • NINE ARCHITECH CO., LTD.LEE, Jae-Ho
    • LEE, Jae-Ho
    • E04C3/02
    • E04B5/023E04C3/291E04C3/46
    • The present invention relates to a connecting structure including: a node member having an accommodating space formed therein; a lower truss member disposed penetratingly at the lower portion of the node member, the lower truss member being made of a material with tension and compression-resistant rigidity and having a predetermined length; an upper truss member disposed penetratingly at the upper portion of the node member in such a manner as to be spaced apart from the lower truss member, the upper truss member being made of a material with tension and compression-resistant rigidity and having a predetermined length; and a filler adapted to be filled in the node member in such a manner as to be initially injected in a fluid state into the accommodating space of the node member so as to surround the lower truss member and the upper truss member, and then to be hardened as time elapses so as to rigidly couple the lower truss member and the upper truss member therewith.
    • 连接结构技术领域本发明涉及一种连接结构,包括:节点部件,其中形成有容纳空间; 下部桁架构件穿透地设置在节点构件的下部,下部桁架构件由具有张力和抗压刚度并具有预定长度的材料制成; 上部桁架构件以与下部桁架构件间隔开的方式穿透地设置在节点构件的上部处,上部桁架构件由具有拉伸和抗压刚度并且具有预定长度的材料制成 ; 以及填充物,其以这样的方式填充在节点构件中,以便以流体状态初始地注入到节点构件的容纳空间中,以围绕下桁架构件和上桁架构件,然后成为 随着时间流逝而硬化,从而将下桁架构件和上桁架构件刚性地联接在一起。
    • 8. 发明申请
    • CONSTRUCTION METHOD OF SHEAR WALL TYPE STRUCTURE USING FOR PLURAL DIRECTION DECK PLATE.
    • 使用平面方向盘板的剪切墙结构的构造方法。
    • WO2005042866A1
    • 2005-05-12
    • PCT/KR2003/002327
    • 2003-11-01
    • NINE ARCHITECH CO.,LTD.LEE, Jae-Ho
    • LEE, Jae-Ho
    • E04B5/40
    • E04C5/168E04B5/43
    • The present invention relates to a construction method of a shear wall type structure using plural direction deck plate by which it is possible to construct a wall-type reinforced concrete structure at low cost in a short time. The construction method of a shear wall type structure using plural direction deck plate comprising: a floor slab forming step for forming floor slabs; a bearing pile installation step for standing a plurality of bearing poles from the floor slab of the lower floor formed in the floor slab forming step; a deck plate installation step for installing plural direction deck plates on the top surface of the bearing poles; a wall reinforcing bar arrangement step for arranging reinforcing bars in the part that passes through said deck plate and forms a wall of the structure; and a concrete placing step for placing concrete to form slabs on the top surface of the wall forms and deck plates. In accordance with the construction method of a shear type wall structure using plural direction deck plate according to the present invention, it is possible to construct wall type reinforced concrete structures at low costs, and also it has an effect of shortening the construction period remarkably.
    • 本发明涉及一种使用多方向甲板的剪力墙型结构的施工方法,可以在短时间内以低成本构造壁式钢筋混凝土结构。 一种使用多方向甲板的剪力墙型结构的施工方法,其特征在于,包括:地板坯成形工序, 轴承桩安装步骤,用于从形成在地板坯形成步骤中的下层的楼板站立多个轴承杆; 甲板板安装步骤,用于在多个方向甲板上安装多个方向甲板板; 墙壁钢筋布置步骤,用于在通过所述甲板板的部分中布置钢筋并形成所述结构的壁; 以及混凝土浇筑步骤,用于将混凝土放置在墙壁和甲板板的顶面上形成板坯。 根据本发明的使用多方向甲板的剪切型壁结构的施工方法,可以以低成本构造壁式钢筋混凝土结构体,并且具有显着缩短施工周期的效果。