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    • 1. 发明公开
    • 저면 이격형 집수정 및 그 설치방법
    • SUMP PIT
    • KR1020130071763A
    • 2013-07-01
    • KR1020110139174
    • 2011-12-21
    • 엄기형
    • 엄기형신동규
    • E03B11/14E03F1/00E02D29/045E02D31/00
    • E03B11/14B65D88/00E02D29/045E02D31/00
    • PURPOSE: A bottom surface separation type a collecting well and an installation method thereof are provided to be stably fixed and to include high rigidity of the lower part. CONSTITUTION: A bottom surface separation type comprises a side wall unit (20) and a lower end unit (10'). The lower end unit is separated from an installation surface and is arranged in the upper part. An installation method of the bottom surface separation type collecting well comprises as follows. The collecting well is arranged on the installation surface, and an accommodation member is arranged in the collecting well. Water is filled in the collecting well, and concrete is casted in the lower part of the lower end unit or the outside of the side wall unit. The water filled in the collecting well is discharged to the outside.
    • 目的:提供底面分离型收集井及其安装方法,以稳定地固定并且包括下部的高刚性。 构成:底面分离型包括侧壁单元(20)和下端单元(10')。 下端单元与安装表面分离,并布置在上部。 底面分离型收集井的安装方法如下。 收集井布置在安装表面上,并且收集部件布置在收集井中。 水被填充在收集井中,混凝土浇注在下端单元的下部或侧壁单元的外侧。 收集井中的水排放到外面。
    • 2. 发明公开
    • 판형 배수재
    • 排水面板
    • KR1020120051299A
    • 2012-05-22
    • KR1020100112677
    • 2010-11-12
    • 엄기형
    • 엄기형
    • E02D31/02E02D31/00
    • E02D31/02E02D3/10E02D31/10
    • PURPOSE: A board-typed drain is provided to reduce manufacturing costs and a construction period by arranging drains in a row and offering the drains into one. CONSTITUTION: A board-typed drain comprises an upward plate portion(10), a plurality of support portions(12), a contact portion(14), a drain portion(16), and an opening portion(18). The upward plate portion is formed into a long shape. A plurality of the support portions is formed into the long shape along a longitudinal direction of the upward plate portion with being extended to downward potions. The contact unit is formed horizontally to a lower part of the support portion and delivers loads with being contacted with a floor. The drain portion is formed between the lower part of the upward plate portion and the support portion and forces subsurface water to flow. The opening portion is formed between the contact portions of the support portion.
    • 目的:提供一个板式排水管,以便通过排水排水连续排水,降低制造成本和施工期。 构成:板式排水口包括向上的板部分(10),多个支撑部分(12),接触部分(14),排出部分(16)和开口部分(18)。 向上的板部形成为长形状。 多个支撑部分沿着向上板部分的纵向方向形成为长形状并延伸到向下的部分。 接触单元水平地形成在支撑部分的下部,并且传递与地板接触的负载。 排水部分形成在向上板部分的下部和支撑部分之间,并迫使地下水流动。 开口部分形成在支撑部分的接触部分之间。
    • 3. 发明公开
    • 역타공법에 사용되는 기둥 하부 기초의 보강 구조
    • 加固结构
    • KR1020110029454A
    • 2011-03-23
    • KR1020090087136
    • 2009-09-15
    • 엄기형
    • 엄기형
    • E02D27/28E02D37/00E02D15/02E02D27/12
    • E02D27/28E02D15/02E02D27/12E02D37/00E02D2200/1607E02D2200/1628E02D2200/165
    • PURPOSE: A reinforcing structure of the lower part of a post for a top-down method is provided to firmly support a post in a state a post holding groove is not formed deeply and largely since pressure applied to the floor is uniformly dispersed. CONSTITUTION: A reinforcing structure of the lower part of a post for a top-down method comprises a support post(10), and a support plate(20). The support post supports the weight of a building. A support plate is coupled to the support post. The support plate is coupled to the end of the support post. The support plate is formed in a polygonal or circular shape in cross section. The support plate comprises a plurality of ribs. The ribs are formed in parallel or vertical to one surface of the support plate.
    • 目的:提供一种用于自顶向下方法的柱的下部的加强结构,以在由于施加到地板上的压力均匀分散的情况下,在立柱保持槽不形成深度和很大的状态下牢固地支撑柱。 构成:用于自上而下方法的柱的下部的加强结构包括支撑柱(10)和支撑板(20)。 支撑柱支撑建筑物的重量。 支撑板联接到支撑柱。 支撑板联接到支撑柱的端部。 支撑板的横截面形状为多边形或圆形。 支撑板包括多个肋。 肋平行或垂直于支撑板的一个表面形成。
    • 4. 发明公开
    • 이중배수관 감압구조체
    • 双排水管的装卸设备
    • KR1020090129089A
    • 2009-12-16
    • KR1020080055183
    • 2008-06-12
    • 엄기형
    • 엄기형
    • E02D31/02E02D31/00
    • E02D31/02E02D31/12
    • PURPOSE: A decompression structure for a double drain pipe is provided to restrain buoyancy by underground water by keeping the water level of underground water not to exceed the planned stable water level, and to prevent underground water from being drained off excessively by compulsion. CONSTITUTION: A decompression structure for a double drain pipe(20) comprises an outer pipe(21) having a through hole(21a) on one side of the outer circumference and an opening(21b) opened downward, and an inner pipe(24) composed of a horizontal pipe(22) provided with an inflow port(22a) to let underground water flow in and an end of the inflow port side exposed to the outside of the outer pipe via the through hole, and a vertical pipe(23) located in the outer pipe and extended upward from the horizontal pipe and provided with a discharge port(23a) to make influent underground water rise and overflow.
    • 目的:提供双排水管减压结构,通过保持地下水的水位不超过计划的稳定水位,防止地下水因强制排放而过度排水。 构造:双排水管(20)的减压结构包括:外管(21),外管的一侧具有通孔(21a),向下开口的开口(21b)和内管(24) 由水平管(22)构成,该水平管(22)设置有使地下水流入的流入口(22a),以及经由通孔暴露于外管外侧的流入口侧的端部,以及垂直管(23) 位于外管中并且从水平管向上延伸并设置有排出口(23a),以使流入地下水的上升和溢流。
    • 5. 发明公开
    • 전단 강도 보강용 판형 구조체
    • 加强
    • KR1020090102596A
    • 2009-09-30
    • KR1020080067505
    • 2008-07-11
    • 엄기형
    • 엄기형
    • E04C5/06E04B5/43E04C5/01E04B1/30
    • PURPOSE: A shear reinforcing plate type structure is provided to be adamantly fixed to each other by pouring concrete without an additional member by forming a projected member or a depressed hole in a plate member. CONSTITUTION: A shear reinforcing plate type structure is formed in the position to which shear stress is applied in concrete, and includes a basic plate structure. The basic plate structure is formed by vertically arranging plate members(100) in the position to which shear stress is applied. The basic plate structure is formed by hardening concrete in the state of being penetrated or contacted by reinforcing bars, or being positioned between reinforcing bars. The reinforcing bars are positioned between concrete structures. A connecting member(150) is formed in the basic plate structure. The connecting member is formed among two or more plate members.
    • 目的:通过在板构件中形成突出构件或凹陷孔,通过不用附加构件浇筑混凝土而将剪切增强板型结构牢固地固定在彼此上。 构成:在混凝土中施加剪切应力的位置形成剪切加强板型结构,并且包括基板结构。 基板结构通过将板构件(100)垂直布置在施加剪切应力的位置而形成。 基本的板结构通过在被钢筋穿透或接触的状态下硬化混凝土或者被定位在钢筋之间而形成。 钢筋位于混凝土结构之间。 连接构件(150)形成在基板结构中。 连接构件形成在两个以上的板构件中。
    • 6. 发明公开
    • 엘리베이터 피트 하단 구조물
    • 电梯坑结构
    • KR1020090089040A
    • 2009-08-21
    • KR1020080014366
    • 2008-02-18
    • 엄기형
    • 엄기형
    • B66B7/00B66B7/02
    • B66B11/0005
    • A lower structure of an elevator pit is provided to reduce construction cost and construction period due to ferroconcrete task as forming a complex concrete structure through a mold is not necessary. A lower structure of an elevator pit comprises a bottom part(100), a reinforcing member(150) and a mold frame(300). The bottom part is positioned at the lower end of the elevator pit. The reinforcing member is installed on the top of the bottom part in 3-dimensional shape. The reinforcing member reinforces the internal strength and support strength of the bottom structure. The mold frame forms the internal space opened to the central upper side of the bottom part. The mold frame is upwardly coupled on the bottom part along the outer side of the bottom part. A sidewall part(200) is positioned between the bottom part and the mold frame. The sidewall part is upwardly positioned at the outer side of the bottom part.
    • 提供了一种较低的电梯井架结构,以便通过模具形成复杂的混凝土结构,由于钢筋混凝土任务而降低施工成本和施工期。 电梯坑的下部结构包括底部(100),加强构件(150)和模架(300)。 底部位于电梯坑的下端。 加强构件以三维形状安装在底部的顶部。 加强件增强了底部结构的内部强度和支撑强度。 模具框架形成向底部的中央上侧开口的内部空间。 模具框架沿底部的外侧向上联接在底部上。 侧壁部分(200)位于底部和模架之间。 侧壁部分向上定位在底部的外侧。
    • 8. 发明公开
    • 강도가 보강된 집수정의 결합구조
    • 强化加固组合结构
    • KR1020090043745A
    • 2009-05-07
    • KR1020070109472
    • 2007-10-30
    • 엄기형
    • 엄기형
    • E02D29/00E03B11/14E04G21/28
    • E03B11/14E02D29/045E03B3/00
    • 본 발명은 건축물의 지하에 설치되는 집수정 구조에 있어서, 측방으로 수직부가 상방 연장형성된 바닥부를 구비하고, 상기 바닥부 상측에는 내부 강도를 보강하기 위한 보강리브가 형성되며, 상기 수직부 상단에는 수평한 결합부가 외측으로 연장 형성되는 쟁반형 집수부; 상기 결합부의 상방에 수직으로 배치되어 상기 결합부와 결합되고, 상기 집수부의 측벽을 형성하는 형틀; 및 상기 형틀의 외측으로 상기 결합부와 관통연결되는 철근; 을 포함하여 구성되는 것을 특징으로 하는 강도가 보강된 집수정의 결합구조에 관한 것이다.
      본 발명에 따른 강도가 보강된 집수정의 결합구조는 집수정에 가해지는 외부압력을 효과적으로 지지할 수 있도록 내부에 휨 방지 리브가 형성된 집수부를 구비하고, 이 집수부에 철근 및 형틀을 용이하게 조립될 수 있도록 함으로써, 집수정 설치가 간편한 효과가 있다.
      집수정, 보강리브, 철근, 끼움부재
    • 10. 实用新型
    • 엘리베이터 피트 하부 결합구조
    • 电梯井下装配结构
    • KR2020090000248U
    • 2009-01-08
    • KR2020070016082
    • 2007-10-02
    • 엄기형
    • 엄기형
    • B66B7/00B66B7/02B66B5/00
    • B66B11/0005B66B7/02E02D5/20
    • 본 고안은 엘리베이터 피트 하부 구조물에 있어서, 상부가 개방되고 하부가 아치형으로 형성되며 상단부 내외측으로 수평하게 결합부가 연장형성되는 아치형 피트; 상기 결합부 상방에 수직으로 배치되어 상기 결합부와 결합되는 형틀; 상기 형틀의 외측으로 이격되어 상기 결합부에 관통연결되는 철근; 을 포함하여 구성되며, 상기 결합부 외측에 콘크리트가 유입되어 콘크리트층 내에 견고하게 고정될 수 있도록 하는 것을 특징으로 하는 엘리베이터 피트 하부 결합구조에 관한 것이다.
      본 고안에 따른 엘리베이터 피트 하부 결합구조는 아치형 피트의 상단부에 형틀을 결합함으로써, 엘리베이터 피트 하부 측방으로 콘크리트층이 타설되기 위한 공간이 확보되어 콘크리트층 두께에 따라 엘리베이터 피트 하부를 유동적으로 설치할 수 있는 효과가 있다.
      엘리베이터 피트, 형틀, 철근, 결합