이중배관을 포함한 욕실의 배관 시스템
    41.
    发明公开

    公开(公告)号:KR1020110047103A

    公开(公告)日:2011-05-06

    申请号:KR1020100015260

    申请日:2010-02-19

    Inventor: 이익한 김용진

    CPC classification number: E03C1/1222 F16L55/07 Y10S4/07

    Abstract: PURPOSE: A pipeline system for a bathroom comprising a double pipeline is provided to facilitate the attachment and removal of pipes in a bathroom of an apartment house without damage to peripheral structures. CONSTITUTION: A pipeline system for a bathroom comprises a repair room(10), first drainpipes, a first sleeve pipe(40), and a second drainpipe(50). The repair room is implemented to form a fixed space in a bathroom, and the drainpipes of plumbing fixtures pass through the repair room. The first drainpipes are accommodated in the repair room, wherein the drainpipes of plumbing fixtures passing through the repair room are connected to vertical pipes(3,4) which are arranged in a shaft space(1). The first sleeve pipe forms a pipeline in the floor of the bathroom connected to a bottom drainage(23) of the plumbing fixtures and is extended to the shaft space. The second drainpipe is arranged inside the first sleeve pipe and connected to the vertical pipes through the shaft space.

    Abstract translation: 目的:提供一种用于包括双管道的浴室的管道系统,以便于在公寓的浴室中附接和移除管道而不损坏周边结构。 构成:用于浴室的管道系统包括修理室(10),第一排水管,第一套管(40)和第二排水管(50)。 维修室实现在浴室中形成固定空间,卫生设备的排水管通过维修室。 第一排水管容纳在维修室中,其中穿过修理室的卫生设备的排水管连接到布置在轴空间(1)中的垂直管(3,4)。 第一套管在浴室的地板上形成一个连接到卫生设备的底部排水(23)的管道,并延伸到轴的空间。 第二排水管布置在第一套管内,并通过轴空间连接到垂直管。

    래티스형 철선을 이용한 슬래브-기둥 접합부의 펀칭전단 보강구조
    42.
    发明公开
    래티스형 철선을 이용한 슬래브-기둥 접합부의 펀칭전단 보강구조 无效
    使用格子线改进冲孔剪切应力的增强结构

    公开(公告)号:KR1020110046708A

    公开(公告)日:2011-05-06

    申请号:KR1020090103313

    申请日:2009-10-29

    Abstract: PURPOSE: A punching shear reinforcement structure of a slab-column joint using a latticed wire is provided to reduce material costs by using a latticed wire which has a smaller diameter than a steel wire. CONSTITUTION: A punching shear reinforcement structure of a slab-column joint using a latticed wire comprises latticed horizontal reinforcing bars(3), forms, spacing blocks(6), and multiple latticed wires(7). The horizontal reinforcing bars are connected to the side surface of a column(1) and are composed of upper and lower chords(30,31). The forms cover the horizontal reinforcing bars. The spacing blocks are arranged on the bottom surface of the form and separate the lower chords and the form. The latticed wires are connected to the horizontal reinforcing bars in a longitudinal direction and are arranged to be at right angles of the shear crack direction of slabs(2).

    Abstract translation: 目的:提供一种使用格子线的板坯接头的冲剪剪力加固结构,通过使用直径小于钢丝的格子线来降低材料成本。 构成:使用格子线的板 - 柱接头的冲剪剪力加固结构包括网格水平钢筋(3),形式,间隔块(6)和多格子线(7)。 水平钢筋与柱(1)的侧面相连,由上和下(30,31)构成。 这些形式覆盖了水平钢筋。 间隔块布置在形式的底部表面上,并分离下部和弦和形式。 网格线沿纵向方向连接到水平钢筋,并且被布置成与板坯(2)的剪切裂纹方向成直角。

    배면 요철식 인터록킹 블록
    43.
    发明公开
    배면 요철식 인터록킹 블록 有权
    不均匀底部类型联锁块

    公开(公告)号:KR1020110045578A

    公开(公告)日:2011-05-04

    申请号:KR1020090102213

    申请日:2009-10-27

    Inventor: 이영민

    CPC classification number: E01C5/00 E01C11/224 E01C11/225 E01C15/00 E01C2201/20

    Abstract: PURPOSE: An interlocking block with embossed bottom is provided to prevent level differences or curves on a sidewalk and secure water permeation and ventilation functions. CONSTITUTION: An interlocking block with embossed bottom comprises a main body(110), a first protrusion(120), a first protrusion receiving part(130), a first drain passage(140), and an embossed bottom part(150). The main body forms a body of a sidewalk block(100). The first protrusion is projected along the lower edge of the right side of the main body. The first protrusion receiving part is cut out along the lower edge of the left side of the main body to correspond to the shape of the first protrusion and receives the first protrusion of an adjacent sidewalk block. The first drain passage is vertically cut out in the middle of the right side of the main body. The embossed bottom part includes projections(151) and grooves(155) which are alternately formed on the bottom of the main body.

    Abstract translation: 目的:提供带浮雕底部的互锁块,以防止人行道上的水平差异或弯曲,并确保水的渗透和通风功能。 构造:具有压花底部的互锁块包括主体(110),第一突起(120),第一突起接收部(130),第一排水通道(140)和压花底部(150)。 主体形成人行道块(100)的主体。 第一突起沿着主体的右侧的下边缘突出。 第一突起接收部分沿着主体左侧的下边缘切割以对应于第一突起的形状并且接收相邻人行道块的第一突起。 第一排水通道在主体右侧的中间垂直切割。 压花底部包括交替地形成在主体的底部上的突起(151)和槽(155)。

    표준 및 우수사례 활용 시스템
    44.
    发明公开
    표준 및 우수사례 활용 시스템 无效
    标准和最佳做法实用系统

    公开(公告)号:KR1020100100411A

    公开(公告)日:2010-09-15

    申请号:KR1020090019294

    申请日:2009-03-06

    Inventor: 이병일

    CPC classification number: G06Q10/06 G06F17/21 G06Q10/10

    Abstract: PURPOSE: A standard and best practices utility system is provided to share business documents registered in one server in main office and branch offices or the field, thereby unifying work document forms and improving work efficiency. CONSTITUTION: A main server is connected to a communication network of a main office. A DB has the main server. A plurality of computers in branch offices or computers in the field is connected to the main server through wire/wireless communication network. The DB stores data about procedures, samples, and standard forms according to each group. The main server additionally includes a request board module. Through the request broad module, inconvenient matter, or original or necessary data is posted.

    Abstract translation: 目的:提供标准和最佳实践实用系统,以共享在主要办公室和分支机构或现场的一个服务器中注册的业务文档,从而统一工作文件格式并提高工作效率。 规定:主服务器连接到主办公室的通信网络。 数据库有主服务器。 现场的分支机构或计算机中的多台计算机通过有线/无线通信网络连接到主服务器。 数据库根据每个组存储有关过程,样本和标准表单的数据。 主服务器还包括请求板模块。 通过请求广泛的模块,不方便的事情或原始或必要的数据被张贴。

    에너지 절감을 위한 정보제공 시스템 및 그 방법
    45.
    发明授权
    에너지 절감을 위한 정보제공 시스템 및 그 방법 有权
    用于节能的信息服务系统及其方法

    公开(公告)号:KR100979408B1

    公开(公告)日:2010-09-02

    申请号:KR1020090103300

    申请日:2009-10-29

    Inventor: 박종훈 고상원

    CPC classification number: G06Q50/06 G06F17/30286

    Abstract: PURPOSE: A system and a method for providing information to save energy are provided to use a result for analyzing energy use development as fundamental data for making energy use purpose and plan. CONSTITUTION: A collecting server(10) collects an operating state of each facility and measurement/integration data in a building. A data server(20) processes/stores the data. A data processing unit of an energy management server(30) calculates daily energy consumption of a facility. A data analyzing unit provides analysis information and evaluation information for saving energy. The data analyzing unit generates a diagram corresponding to the analysis information and evaluation information.

    Abstract translation: 目的:提供一种提供信息节约能源的系统和方法,将能源使用开发分析结果作为能源使用目的和计划的基础数据进行分析。 规定:收集服务器(10)收集每个设施的运行状态和建筑物中的测量/集成数据。 数据服务器(20)处理/存储数据。 能量管理服务器(30)的数据处理单元计算设备的日常能量消耗。 数据分析单元提供用于节能的分析信息和评估信息。 数据分析单元生成与分析信息和评价信息对应的图。

    지하연속벽의 유도방수구조
    46.
    发明公开
    지하연속벽의 유도방수구조 无效
    诱导地下膜片防水结构

    公开(公告)号:KR1020100042441A

    公开(公告)日:2010-04-26

    申请号:KR1020080101590

    申请日:2008-10-16

    Inventor: 최영신

    Abstract: PURPOSE: An inducing waterproof structure of an underground diaphragm wall is provided to prevent a water leak through concrete joints in an underground diaphragm wall. CONSTITUTION: An inducing waterproof structure of an underground diaphragm comprises a hose(30) and a waterproof layer(40). The hose is inserted along a longitudinal direction of a joint. The joint is formed in a longitudinal direction or a width direction of an underground diaphragm wall(10). The waterproof layer is formed by filling mortar in the top of the joint in which the hose is inserted. Multiple stainless steels are arranged along the circumference of the hose.

    Abstract translation: 目的:提供地下隔墙的诱导防水结构,以防止地下隔墙内的混凝土接缝漏水。 构成:地下隔膜的诱导防水结构包括软管(30)和防水层(40)。 软管沿着接头的纵向插入。 接头沿地下隔膜壁(10)的纵向方向或宽度方向形成。 防水层通过在插入软管的接头的顶部填充砂浆而形成。 多根不锈钢沿软管的圆周排列。

    전단연결재로서의 철골구조용 스터드 볼트의 결합구조
    47.
    发明公开
    전단연결재로서의 철골구조용 스터드 볼트의 결합구조 无效
    钢结构固定结构作为剪切连接器

    公开(公告)号:KR1020100041991A

    公开(公告)日:2010-04-23

    申请号:KR1020080101078

    申请日:2008-10-15

    Inventor: 조장환

    CPC classification number: E02D29/045 F16B33/02 F16B35/00 F16B37/00

    Abstract: PURPOSE: A coupling structure of a stud bolt for an iron frame structure as a shear connector is provided to maintain perpendicularity of the stud bolt in a construction step. CONSTITUTION: A coupling structure of a stud bolt for an iron frame structure as a shear connector uses a stud bolt(100). The stud bolt is included of a bolt head(110) and a bolt body(120). One end of the bolt body is combined in the bolt head. The other end of the bolt body is combined to a nut(200) through a steel member.

    Abstract translation: 目的:提供一种用于铁框架结构作为剪切连接器的双头螺栓的联接结构,以在施工步骤中保持双头螺栓的垂直度。 构造:作为剪切连接器的铁框架结构的双头螺栓的联接结构使用双头螺栓(100)。 双头螺栓包括螺栓头(110)和螺栓本体(120)。 螺栓体的一端组合在螺栓头部中。 螺栓体的另一端通过钢构件与螺母(200)组合。

    CBR기반 공공아파트 설계단계 건축공사비 예측 모델
    48.
    发明公开
    CBR기반 공공아파트 설계단계 건축공사비 예측 모델 无效
    公共房屋建筑工程设计阶段的基于CBR的成本预测模型

    公开(公告)号:KR1020090128634A

    公开(公告)日:2009-12-16

    申请号:KR1020080054477

    申请日:2008-06-11

    CPC classification number: G06Q50/08 G06Q10/04 G06Q30/04

    Abstract: PURPOSE: A model for estimating the design construction cost of a public apartment based on CBR is provided to perform the calculation of construction cost based on the amount of materials, thereby improving the accuracy and reliability of the estimation. CONSTITUTION: A design phase to predict is set up(S20). Parts to predict are selected(S50). The basic information of an apartment complex and the building information of each building are inputted(S60). An index according to the input information is compared in a database(S70). A similar case is selected by a CBR(Case based Reasoning) algorithm(S80). By the comparison with the selected similar case, a similar case is selected(S90,S100). The manpower/material quantity of the selected similar case is extracted from a material amount database(S110). Cost about the corrected material amount is extracted from the expense database of the database(S130). Direct construction cost is calculated(S150).

    Abstract translation: 目的:提供基于CBR的公屋设计施工成本估算模型,根据材料量进行施工成本计算,提高估算的准确性和可靠性。 构成:建立设计阶段(S20)。 选择要预测的部分(S50)。 输入公寓的基本信息和各建筑物的建筑物信息(S60)。 在数据库中比较根据输入信息的索引(S70)。 类似的情况由CBR(基于案例的推理)算法(S80)选择。 通过与所选择的类似情况的比较,选择类似的情况(S90,S100)。 从材料量数据库中提取所选择的类似情况的人力/物料数量(S110)。 从数据库的费用数据库中提取关于校正材料量的成本(S130)。 计算直接建设成本(S150)。

    방수제 도포장치
    49.
    发明授权
    방수제 도포장치 有权
    防水剂注射装置

    公开(公告)号:KR100923492B1

    公开(公告)日:2009-10-27

    申请号:KR1020080012168

    申请日:2008-02-11

    Inventor: 조능호

    Abstract: 본 발명은 구조물 표면에 방수층을 형성하기 위하여 사용되는 방수제 도포장치에 대한 것으로, 더욱 상세하게는 구조물 표면에 일정한 공간을 형성하며 단부가 구조물 표면에 밀착 설치되는 내측 커버; 상기 내측 커버와 일정 간격을 유지하며 내측 커버를 감싸되, 구조물 표면에 단부가 밀착 설치되는 외측 커버; 상기 외측 커버를 관통하여 외측 커버 내부에 삽입되는 것으로, 내측 커버와 외측 커버 사이의 공기 배출이 가능한 공기 배출관; 및, 상기 내측 커버 및 외측 커버를 관통하여 내측 커버 내부에 삽입되는 것으로, 방수제의 분출이 가능한 방수제 분출관; 으로 이루어진 것을 특징으로 하는 방수제 도포장치에 대한 것이다.
    본 발명을 이용하여 방수제를 도포하는 경우에는 고압 상태에서 침투되는 방수제가 콘크리트 구조물과 일체화되어 두꺼운 방수층을 형성하므로, 외부 충격이나 콘크리트의 균열로 인한 방수층의 손상을 예방할 수 있다. 아울러 방수제가 콘크리트 공극 내부로 깊이 침투되므로, 바탕조정층의 시공이나 방수층의 들뜸을 방지하기 위한 공정 및 콘크리트의 균열 보수 공정이 불필요하여 공기 및 공사비를 절감할 수 있다.
    방수, 방식, 진공, 구조물, 콘크리트

    건축물 설계연동 비용예측 방법 및 이를 저장한 컴퓨터가판독 가능한 기록매체와, 이를 수행하기 위한 시스템
    50.
    发明公开
    건축물 설계연동 비용예측 방법 및 이를 저장한 컴퓨터가판독 가능한 기록매체와, 이를 수행하기 위한 시스템 有权
    估计与建筑设计连接的成本的方法,存储其的计算机可读介质及其执行系统

    公开(公告)号:KR1020090001832A

    公开(公告)日:2009-01-09

    申请号:KR1020070051005

    申请日:2007-05-25

    CPC classification number: G06Q50/08 G06F17/30 G06Q10/0875

    Abstract: A cost estimating method of a structure plan linkage, a recording medium for computer interpretation saving the method, and a system for performing are provided to manage an operating expense efficiently through a connection verification of cost components in each designs step, and to examine an operating expense in each design process. A cost estimating method of a structure plan linkage comprises followings of: saving construction outline information by a user based on case base inputted(S100); performing classification management of high position spaces corresponding to a stratification of building; performing classification management of low position spaces corresponding to by room of building manipulation of a user(S400); (d)outputting construction project cost after performing prototype setting process predicted; feeding back to the (d)step in case it is check to unauthorization after checking authorization of a construction project order(S600).

    Abstract translation: 提供结构计划联动的成本估计方法,用于计算机解释的记录介质,保存方法和执行系统,以通过每个设计步骤中的成本组件的连接验证来有效地管理操作费用,并且检查操作 费用在每个设计过程。 一种结构平面联动的成本估算方法,包括以下步骤:基于输入的情况基准来保存用户的构造轮廓信息(S100); 对建筑分层对应的高位置空间进行分类管理; 执行对应于用户的建筑物操纵的空间的低位置空间的分类管理(S400); (d)预测完成原型设定过程后,输出建设项目成本; 反馈到(d)步骤,以便在核准施工工程订单的授权后进行未经授权的检查(S600)。

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