会员体验
专利管家(专利管理)
工作空间(专利管理)
风险监控(情报监控)
数据分析(专利分析)
侵权分析(诉讼无效)
联系我们
交流群
官方交流:
QQ群: 891211   
微信请扫码    >>>
现在联系顾问~
热词
    • 1. 发明公开
    • 문양로울러를 이용한 문양콘크리트 타설장치
    • 用于使用凸版滚筒在混凝土墙中压缩图案的装置
    • KR1020060128287A
    • 2006-12-14
    • KR1020050049597
    • 2005-06-10
    • 남원길이장운
    • 남원길이장운
    • E04G11/34
    • E04G11/34B28B3/12
    • An apparatus for constructing pattern concrete using a folding pattern roller is provided to execute concrete work by making a space in the appointed section without removing a pattern roller and not to make patterns on the placed concrete dually when moving backward. An apparatus for constructing pattern concrete using a folding pattern roller contains: a hopper fixed to a movable machine to place a concrete wall according to movement; and a pattern roller(2) fixed to the hopper to make patterns on the concrete wall. Hereon the hopper and the pattern roller are coupled with each other using a folding coupler, and the pattern roller is attached/detached to/from the concrete wall using a hydraulic or pneumatic cylinder(6) to control the depth of patterns with the specific value given correspondingly to the moving distance of a track which is controlled by a limit switch.
    • 提供一种使用折叠图案辊构造图案混凝土的装置,以通过在指定部分中形成空间而不移除图案辊来执行具体的工作,而不向后移动时在两个放置的混凝土上形成图案。 使用折叠图案辊构造图案混凝土的装置包括:固定到移动机器的料斗,以根据移动放置混凝土壁; 以及固定到料斗上以在混凝土墙壁上形成图案的图案辊(2)。 在此,料斗和图案辊使用折叠联接器彼此联接,并且使用液压或气动缸(6)将图案辊连接/离开混凝土墙,以通过特定值来控制图案的深度 对应于由限位开关控制的轨道的移动距离。
    • 2. 发明公开
    • 교량 방호벽 개량 몰딩 장치 및 그 개량 공법
    • 桥梁保护分区改造设备及其改造方法
    • KR1020120133877A
    • 2012-12-11
    • KR1020110052775
    • 2011-06-01
    • 남원길장무순
    • 남원길장무순
    • E01D19/10E01D21/00E01C19/50E01F15/08
    • E01D19/10E01C19/50E01C19/502E01D19/103E01D21/00E01F15/083
    • PURPOSE: A molding device for reforming a protective wall for a bridge and a reform method thereof are provided to improve the coupling force between newly placed concrete and concrete placed on an existing protective wall. CONSTITUTION: A molding device for reforming a protective wall for a bridge comprises an input unit(410), a main body unit(420), a guide unit(430), a molding unit(440), and a joint member insertion unit. The input unit has an inner space where a protective wall for a bridge can be inserted. The main body unit is extended from the input unit, and concrete is placed in a top hole(421) thereof. The guide unit is extended from the main body unit and guides the molding of a reinforcement unit. The molding unit is extended from the guide unit and molds the reinforcement unit. The joint member insertion unit has an insertion groove in which a joint member(280) can be inserted.
    • 目的:提供一种用于重建桥梁保护壁的成型装置及其改进方法,以改善新配置的混凝土与放置在现有保护壁上的混凝土之间的联接力。 构成:用于重建桥梁保护壁的成型装置包括输入单元(410),主体单元(420),导向单元(430),模制单元(440)和联合构件插入单元。 输入单元具有可以插入桥的保护壁的内部空间。 主体单元从输入单元延伸,混凝土放置在其顶孔(421)中。 引导单元从主体单元延伸并引导加强单元的模制。 模制单元从引导单元延伸并模制加强单元。 接头构件插入单元具有可插入接头构件(280)的插入槽。
    • 3. 发明公开
    • 교량 방호벽 개량 몰딩 장치 및 그 개량 공법
    • 桥梁保护分区改造设备及其改造方法
    • KR1020120134170A
    • 2012-12-12
    • KR1020110052768
    • 2011-06-01
    • 남원길장무순
    • 남원길장무순
    • E01D19/10E01F15/08
    • E01C19/506E01D19/103E01F15/083
    • PURPOSE: A molding device for reforming a protective wall for a bridge and a method for reforming a protective wall for a bridge using the same are provided to easily reinforce and reform an asymmetric protective wall for a bridge. CONSTITUTION: A method for reforming a protective wall for a bridge using a molding device is as follows. Anchor members are installed on one surface of a body portion extended from the top of a foundation portion(502). Support posts reinforced according to the shape of top and one surface of the body portion are installed(504). Concrete spacers are installed on the top of one surface of the body portion(506). A wire mesh is installed on one surface of the body portion(508). An asymmetric protective wall is put into an input unit of a molding device. Concrete is placed in the molding device by moving the molding device(510). A reinforcement unit is formed on the asymmetric protective wall(512). [Reference numerals] (502) Installing anchor members on the side surface of a body portion; (504) Installing support posts for connecting the top and side surfaces of the body portion; (506) Installing concrete spacers according to the interval of wire meshes; (508) Installing wire meshes on the body portion and the side surface of a foundation portion; (510) Placing concrete in a molding device by moving the molding device; (512) Forming a reinforcement unit; (AA) Start; (BB) End
    • 目的:提供一种桥接用保护壁的重整用成型装置及使用其的桥的保护壁的重整方法,以容易地加强和改造桥的不对称保护壁。 构成:使用成型装置对桥的保护壁进行重整的方法如下。 锚构件安装在从基础部分(502)的顶部延伸的主体部分的一个表面上。 安装根据主体部分的顶部和一个表面的形状加强的支撑柱(504)。 混凝土间隔件安装在主体部分(506)的一个表面的顶部上。 金属丝网安装在主体部分(508)的一个表面上。 将不对称保护壁放入模制装置的输入单元中。 通过移动模制装置(510)将混凝土放置在模制装置中。 在不对称保护壁(512)上形成加强单元。 (附图标记)(502)将锚固构件安装在主体部分的侧表面上; (504)安装用于连接主体部分的顶表面和侧表面的支撑柱; (506)按照丝网的间隔安装混凝土垫片; (508)在基座部分的主体部分和侧面上安装线网; (510)通过移动成型装置将混凝土置于模制装置中; (512)形成加固单元; (AA)开始; (BB)结束
    • 5. 发明公开
    • 중앙 분리대 개량 공법
    • 中期条纹改革方法
    • KR1020120133865A
    • 2012-12-11
    • KR1020110052759
    • 2011-06-01
    • 남원길장무순
    • 남원길장무순
    • E01F15/00E01F15/08
    • PURPOSE: An improvement method for a median strip is provided to easily reinforce and improve a median strip by improving the coupling force between newly placed concrete and concrete placed in an existing median strip. CONSTITUTION: An improvement method for a median strip is as follows. The surface of a median strip is pre-processed(402). The median strip has a foundation portion and a body portion. Bottom anchor bolts are installed on the side surfaces of the foundation portion, and side anchor bolts are installed on the side surfaces of the bottom of the body portion(404). Vertical support posts are installed on the top of the body portion, and horizontal support posts for supporting the vertical support posts are installed(406). Concrete spacers are installed on the side surfaces of the top of the body portion(408). Wire meshes are installed on the foundation portion and the side surfaces of the body portion(410). The wire meshes are coupled to the bottom and side anchor bolts. A reinforcement unit is formed by placing concrete using a molding device for the improvement of the median strip(412). [Reference numerals] (402) Pre-processing a median strip; (404) Installing anchor members; (406) Installing support posts; (408) Installing concrete spacers according to the interval of wire meshes; (410) Installing wire meshes; (412) Placing concrete using a molding device; (AA) Start; (BB) End
    • 目的:提供一种中位带的改进方法,以便通过改善放置在现有中间带中的新放置的混凝土和混凝土之间的耦合力来容易地加强和改进中间带。 构成:中间带的改进方法如下。 中间条的表面被预处理(402)。 中间带具有基部和主体部分。 底部锚固螺栓安装在基础部分的侧表面上,并且侧部锚定螺栓安装在主体部分(404)的底部的侧表面上。 垂直支撑柱安装在主体部分的顶部,并且安装用于支撑垂直支撑柱的水平支撑柱(406)。 混凝土间隔件安装在主体部分(408)的顶部的侧表面上。 丝网安装在主体部分(410)的基础部分和侧表面上。 线网连接到底部和侧部锚固螺栓。 通过使用用于改进中间条(412)的模制装置放置混凝土来形成加强单元。 (附图标记)(402)预处理中间条带; (404)安装锚构件; (406)安装支柱; (408)按照丝网的间隔安装混凝土垫片; (410)安装丝网; (412)使用成型装置放置混凝土; (AA)开始; (BB)结束