KR100908622B1 - Slab drainage system of building - Google Patents

Slab drainage system of building Download PDF

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Publication number
KR100908622B1
KR100908622B1 KR1020080001625A KR20080001625A KR100908622B1 KR 100908622 B1 KR100908622 B1 KR 100908622B1 KR 1020080001625 A KR1020080001625 A KR 1020080001625A KR 20080001625 A KR20080001625 A KR 20080001625A KR 100908622 B1 KR100908622 B1 KR 100908622B1
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assembly
tube
building
slab
concrete slab
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KR1020080001625A
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Korean (ko)
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KR20090075958A (en
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권순옥
한윤섭
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권순옥
한윤섭
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    • E—FIXED CONSTRUCTIONS
    • E03—WATER SUPPLY; SEWERAGE
    • E03C—DOMESTIC PLUMBING INSTALLATIONS FOR FRESH WATER OR WASTE WATER; SINKS
    • E03C1/00—Domestic plumbing installations for fresh water or waste water; Sinks
    • E03C1/12—Plumbing installations for waste water; Basins or fountains connected thereto; Sinks
    • E03C1/122—Pipe-line systems for waste water in building
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G15/00—Forms or shutterings for making openings, cavities, slits, or channels
    • E04G15/06—Forms or shutterings for making openings, cavities, slits, or channels for cavities or channels in walls of floors, e.g. for making chimneys
    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16L—PIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
    • F16L5/00—Devices for use where pipes, cables or protective tubing pass through walls or partitions

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  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Architecture (AREA)
  • Environmental & Geological Engineering (AREA)
  • Health & Medical Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Hydrology & Water Resources (AREA)
  • Public Health (AREA)
  • Water Supply & Treatment (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

본 발명은 건축물의 콘크리트 슬라브 시공시 매립 시공되는 배수구장치에 관한 것으로서, 좀더 상세하게는 콘크리트 슬라브에 매립 설치되고 내부에 관통공(11)을 형성하는 외부관체(10)와, 상기 외부 관체의 관통공(11)으로 삽입 결합되고, 하부 내주연을 따라 배수관(5)의 조립을 위한 조립홈(22)을 형성하는 내부관체(20) 및 상기 관체 상부로 개폐를 위해 결합되는 캡(30)으로 분리 구성하므로서, 콘크리트 슬라브 시공시 외부관체를 매립 시공한 후 외부관체에 내부관체 및 배수관을 조립 시공하므로 조립 작업성 및 콘크리트 슬라브 시공시에 종래 배수관 조립부위로 틈새 등을 발생하는 부품 손상을 방지하여 사용 효율성을 극대화하는데 그 특징이 있다.The present invention relates to a drainage device that is buried during construction of concrete slabs of buildings, and more particularly, the outer pipe body 10 is embedded in the concrete slab and forms a through hole 11 therein, and through the outer pipe body. Inserted into the ball 11, the inner tube 20 to form an assembly groove 22 for the assembly of the drain pipe 5 along the lower inner circumference and the cap 30 is coupled to open and close to the upper tube By separating and constructing, after constructing the outer pipe when constructing the concrete slab, the inner pipe and the drain pipe are assembled to the outer pipe to prevent damage to parts that cause gaps in the assembly workability and assembly parts of the conventional drain pipe when constructing the concrete slab. It is characterized by maximizing use efficiency.

건축물, 슬라브, 배수구장치, 분리, 내부관체, 외부관체, 패킹 Building, Slab, Drainage, Separation, Inner Tube, Outer Tube, Packing

Description

건축물의 슬라브 배수구장치{A DRAINE DEVICE OF SLAB ROOF F0R BUILDING}Slab drain drain of building {A DRAINE DEVICE OF SLAB ROOF F0R BUILDING}

본 발명은 건축물의 콘크리트 슬라브 시공시 매립 시공되는 배수구장치에 관한 것으로서, 좀더 상세하게는 몸체를 내,외부 관체로 구분 형성하여 콘크리트 슬라브 시공시 외부관체를 매립 시공한 후 외부관체에 내부관체 및 배수관을 조립 시공하므로 조립 작업성 및 콘크리트 슬라브 시공시에 발생되는 부품 손상을 최소화하여 사용 효율성을 극대화하는 건축물의 슬라브 배수구장치에 관한 것이다.The present invention relates to a drainage device to be embedded when the concrete slab construction of the building, more specifically, the body is divided into internal and external pipes to form an external pipe during the construction of the concrete slab, the internal pipe and the drain pipe to the external pipe after construction It is related to the slab drainage device of the building to maximize the use efficiency by minimizing the parts work occurred during the assembly workability and concrete slab construction.

일반적으로 각종 건축물의 콘크리트 슬라브에는 배수라인을 시공하기 위해서 콘크리트 슬라브 시공시에 배수구를 매설 시공하고 있다.In general, in order to construct drainage lines in concrete slabs of various buildings, drain holes are installed in the construction of concrete slabs.

이러한 종래 배수구는 도 1에 도시된 바와 같다.This conventional drain is as shown in FIG.

내부에 관통공(2a)을 형성하는 관체(2)의 하부 내주연에 배수관(5)을 조립하기 위한 조립홈(2b)을 형성하고, 상기 관체(2) 상부에는 캡(3)이 결합 마감되어 구성된 것이다.An assembly groove 2b for assembling the drainage pipe 5 is formed at the lower inner circumference of the tube 2 forming the through hole 2a therein, and a cap 3 is coupled to the upper portion of the tube 2. It is composed.

이와 같은 종래 배수구는 건축물의 콘크리트 슬라브 시공시에 배수라인을 형성하고자 하는 거푸집 사이로 관체(2)를 설치하여 콘크리트 타설 및 양생에 의해 매립되는 형태로 시공한다.Such a conventional drain is installed in the form of being embedded by concrete pouring and curing by installing the pipe (2) between the formwork to form a drainage line when the concrete slab construction of the building.

이때 상기 관체(2)에는 내부로 콘크리트 유입을 방지하기 위해 상부로 캡(3)을 결합한 상태로 매립 시공하게 된다.At this time, the tubular body (2) is buried in a state in which the cap (3) is coupled to the top to prevent the concrete from entering into the inside.

이와 같은 구조로 콘크리트 슬라브에 매립 시공시, 상기 관체(2)의 상부로 콘크리트가 오버되어 관체(2) 상부에서 캡(3)을 분리할 수 없는 작업 불량이 자주 발생하게 된다.When the construction is embedded in the concrete slab in such a structure, the concrete is over the upper portion of the tubular body 2 is often a work failure that can not be separated cap 3 from the upper tubular body (2).

이 경우에 날카로운 도구로 캡(3) 상부에서 관통 삽입하여 상기 캡을 강제로 젖혀 관체(2)에서 분리하게 되는데, 이와 같은 작업시 상기 날카로운 도구에 의해 관체(2) 내부의 조립홈(2b) 형성 부위로 틈새를 형성하는 손상을 종종 유발하였다.In this case, the cap 3 is inserted through the upper portion of the cap 3 with a sharp tool to force the cap to be detached from the tubular body 2. In this operation, the assembly groove 2b inside the tubular body 2 is formed by the sharp tool. Injuries that often form gaps into the site of formation were caused.

이와 같이 관체(2) 내부의 조립홈(2b) 형성 부위의 손상은 상기 관체 하부의 조립홈(2b)으로 배구관(5)을 결합시에 상기 관체(2)를 통해 배수되는 물이 배수관 이외에 조립홈(2b)의 손상된 틈새를 통해 누출되는 문제를 유발하였다. In this way, the damage of the assembly groove (2b) forming portion of the inside of the tubular body (2) is the water drained through the tubular body (2) in addition to the drain pipe when joining the volleyball pipe (5) to the assembly groove (2b) of the lower body It caused a problem of leaking through the damaged gap of the assembly groove (2b).

본 발명은 상기한 종래 기술이 갖는 제반 문제점을 해결하고자 발명된 것으로서, 몸체를 내,외부 관체로 구분 형성하여 콘크리트 슬라브 시공시 외부관체를 매립 시공한 후 외부관체에 내부관체 및 배수관을 조립 시공하므로 조립 작업성 및 콘크리트 슬라브 시공시에 발생되는 부품 손상을 최소화하여 사용 효율성을 극대화하는데 그 목적이 있다.The present invention has been invented to solve the problems of the prior art as described above, since the body is divided into inner and outer tubes to form an inner tube and a drain pipe to the outer tube after constructing the outer tube when constructing the concrete slab Its purpose is to maximize the efficiency of use by minimizing the damage of assembly workability and parts generated during the construction of concrete slabs.

이러한 본 발명은,This invention,

콘크리트 슬라브에 매립 설치되고 내부에 관통공을 형성하는 외부관체와,An outer tube installed in the concrete slab and forming a through hole therein;

상기 외부 관체의 관통공으로 삽입 결합되고, 하부 내주연을 따라 배수관의 조립을 위한 조립홈을 형성하는 내부관체 및 상기 관체 상부로 개폐를 위해 결합되는 캡으로 분리 구성함에 의해 달성된다.It is achieved by separating into an inner tube and a cap coupled to open and close to the upper portion of the tube is inserted into the through hole of the outer tube, forming an assembly groove for assembly of the drain pipe along the lower inner circumference.

본 발명의 상기 내부관체의 외주연에는 외부관체의 관통공에서 상하 슬립방지되게 압입 결합하도록 패킹을 설치함에 그 특징이 있다.The outer periphery of the inner tube of the present invention is characterized in that the packing is installed to be press-fitted to prevent the upper and lower slip in the through-hole of the outer tube.

이러한 본 발명은 몸체를 내,외부 관체로 구분 형성하여 콘크리트 슬라브 시공시 외부관체를 매립 시공한 후 외부관체에 내부관체 및 배수관을 조립 시공하므로 조립 작업성을 향상시킴은 물론 콘크리트 슬라브 시공시에 종래와 같이 발생되는 조립홈 부위의 틈새를 발생하는 부품 손상을 최소화하여 사용 효율성을 극대화하는 효과를 제공하는 것이다.In the present invention, the body is divided into inner and outer pipes to form an inner pipe and a drain pipe in the outer pipe after embedding the outer pipe when constructing the concrete slab, thereby improving the assembly workability as well as the conventional construction of the concrete slab. It is to provide the effect of maximizing the use efficiency by minimizing the parts damage that occurs as the gap of the assembly groove portion generated.

이하, 상기한 본 발명의 바람직한 실시 예를 첨부도면을 참조하여 구체적으로 살펴보기로 한다.Hereinafter, with reference to the accompanying drawings, a preferred embodiment of the present invention will be described in detail.

즉, 본 발명의 콘크리트 슬라브 배수구장치는 도 2 및 도 3에 도시된 바와 같이,That is, the concrete slab drain port device of the present invention, as shown in Figure 2 and 3,

콘크리트 슬라브에 매립 설치되고 내부에 관통공(11)과 지지단차부(13)를 형성하는 외부관체(10)와,An outer tube 10 embedded in the concrete slab and having a through hole 11 and a support step portion 13 formed therein;

상기 외부 관체의 관통공(11)으로 삽입 결합되되 지지단차부(13)에 지지되도 록 대응 형성되는 단차부(23)를 형성하고, 하부 내주연을 따라 배수관(5)의 조립을 위한 조립홈(22)을 형성하는 내부관체(20) 및 상기 관체 상부로 개폐를 위해 결합되는 캡(30)으로 구성되어 이루어진다.Inserted into the through-hole 11 of the outer tube is formed to form a step portion 23 to be correspondingly supported to support the stepped portion 13, the assembly groove for the assembly of the drain pipe 5 along the lower inner periphery It consists of an inner tube 20 to form a 22 and a cap 30 coupled to open and close the upper tube.

이때 상기 내부관체(20)의 외주연에는 패킹(25)을 설치하여 외부관체(10)의 관통공(11)에서 상하 슬립방지되도록 압입 결합되게 구성된다.At this time, the outer periphery of the inner tube 20 is provided with a packing 25 is configured to be press-fitted to prevent slipping up and down in the through-hole 11 of the outer tube 10.

상기 패킹은 링 밴드 형태로 사용함이 바람직하다.The packing is preferably used in the form of a ring band.

미설명부호로서, 50은 콘크리트 슬라브를 나타내는 것이다.As an unexplained symbol, 50 represents a concrete slab.

다음은 상기와 같이 구성되는 본 발명의 작동 및 작용에 대해 살펴보기로 한다.Next will be described the operation and action of the present invention configured as described above.

먼저, 건축물의 콘크리트 슬라브 시공시에 배수라인을 형성하고자 하는 거푸집 사이로 외부관체(10)를 설치하여 콘크리트 타설 및 양생에 의해 매립되는 시공한다.(도 3의 (a) 참조)First, the outer tube 10 is installed between the formwork to form the drainage line when the concrete slab construction of the building to be embedded by concrete pouring and curing (see Fig. 3 (a)).

이때 상기 외부관체(10)의 상부에는 내부 관통공(11)으로 콘크리트가 유입됨을 방지하도록 캡(30)을 결합하여 시공함이 바람직하다.At this time, it is preferable to combine the cap 30 to the upper portion of the outer tube body 10 to prevent the concrete from flowing into the inner through hole (11).

이와 같이하여 상기 콘크리트 슬라브(50)의 구축이 완료되면, 상기 외부관체(10) 상부에서 캡은 분리하되 종래와 같이 콘크리트가 오버되어 도구로 강제 분리하는 경우에도 외부관체 내부로는 아무 구조를 형성하고 있지 않기 때문에 손상의 문제가 방지된다.(도 3의 (b) 참조)In this way, when the construction of the concrete slab 50 is completed, the cap is separated from the outer tube 10, but the structure is formed inside the outer tube even when the concrete is over and forced to be separated by a tool as in the prior art. Since it is not done, the problem of damage is prevented. (See FIG. 3 (b).)

이와 같이하여 캡을 분리하면, 상기 외부 관체 내부에는 내부관체(20)를 삽 입 조립한다.(도 3의 (c) 참조)When the cap is removed in this way, the inner tube 20 is inserted into the outer tube and assembled (see FIG. 3C).

이때 상기 외부관체(10)의 내부 관통공(11)에 형성된 지지단차부(13)로 내부관체(20)의 지지부(23)가 걸려 지지되도록 삽입 결합되는 것이다.In this case, the support step 23 of the inner tube body 20 is inserted into and coupled to the support step portion 13 formed in the inner through hole 11 of the outer tube body 10.

또한, 상기 내부관체(20)의 외주연에는 링 밴드 형태의 패킹(25)을 형성하고 있기 때문에 외부관체(10)의 관통공(11)에서 견고한 조립 설치 구조를 제공하게 되는 것이다.In addition, the outer periphery of the inner tube 20 is to form a ring band-shaped packing 25 to provide a rigid assembly installation structure in the through-hole 11 of the outer tube (10).

이와 같이하여 외부관체(10) 내부로 내부관체(20)의 조립이 완료되면, 상기 내부 관체(10)의 하부 내주연으로 형성된 조립홈(22)으로 배수관(5)을 삽입하여 조립하므로 설치 완료하게 된다.(도 3의 (d) 참조)In this manner, when the assembly of the inner tube 20 into the outer tube 10 is completed, the drain pipe 5 is inserted into the assembly groove 22 formed by the lower inner circumference of the inner tube 10 to assemble the installation. (See (d) of FIG. 3).

이와 같은 본 발명은 상기 내부관체(20), 즉 조립홈(22)을 형성하는 내부 관체(20)를 콘크리트 슬라브를 시공한 후에 별도 조립하므로 별도의 손상이 방지된 상태로 조립되어 배수관(5)을 효과적으로 조립시공하게 되는 것이다.The present invention is assembled to the inner tube 20, that is, the inner tube 20 forming the assembly groove 22 after the concrete slab is separately assembled so that the damage is assembled in a separate state to prevent the drain pipe (5) It will be assembled effectively.

이와 같이 효과적인 조립시공에 의해 배수되는 물이 내부관체(10)를 통해 배수관(5)으로 원활히 배출되고 외부로 누출됨이 방지되어 사용 효율을 우수하게 제공하게 되는 것이다.As such, the water drained by the effective assembly construction is smoothly discharged to the drain pipe 5 through the inner tube 10 and prevented from leaking to the outside, thereby providing excellent use efficiency.

한편, 본 발명의 캡(30)은 콘크리트 슬라브 시공시 외부관체(10) 상부로 결합되어 사용함은 물론 내부 관체(20) 상부로 배수구를 개폐하기 위한 용도로도 사용할 수 있음은 물론이다.On the other hand, the cap 30 of the present invention can be used for the purpose of opening and closing the drain hole to the upper upper inner tube 20 as well as used to be coupled to the upper outer tube 10 when the concrete slab construction.

도 1은 종래 배수구를 보여주는 단면도.1 is a cross-sectional view showing a conventional drain.

도 2는 본 발명의 분해 단면도.2 is an exploded cross-sectional view of the present invention.

도 3은 본 발명의 조립 시공 과정을 보여주는 단면도.3 is a cross-sectional view showing the assembly construction process of the present invention.

**도면의 주요 부분에 대한 부호의 설명**** Description of the symbols for the main parts of the drawings **

10: 외부 관체 11: 관통공10: outer tube 11: through hole

20: 내부 관체 22: 조립홈20: inner tube 22: assembly groove

30: 캡 25: 패킹30: Cap 25: Packing

Claims (2)

건축물의 슬라브 배수구장치에 있어서,In the slab drainage device of the building, 콘크리트 슬라브에 매립 설치되고 내부에 관통공(11)과 지지단차부(13)를 형성하는 외부관체(10)와,An outer tube 10 embedded in the concrete slab and having a through hole 11 and a support step portion 13 formed therein; 상기 외부 관체의 관통공(11)으로 삽입 결합되되 지지단차부(13)에 지지되도록 대응 형성되는 단차부(23)를 형성하고, 하부 내주연을 따라 배수관(5)의 조립을 위한 조립홈(22)을 형성하는 내부관체(20) 및 상기 관체 상부로 개폐를 위해 결합되는 캡(30)으로 구성되어 이루어진 것을 특징으로 하는 건축물의 슬라브 배수구장치.Inserted into the through-hole 11 of the outer tube to form a step (23) correspondingly formed to be supported by the support step (13), the assembly groove for the assembly of the drain pipe (5) along the lower inner circumference ( Slab drainage device of the building, characterized in that consisting of the inner body 20 to form a 22 and the cap 30 coupled to open and close the upper body. 제1항에 있어서,The method of claim 1, 상기 내부관체(20)의 외주연에는 패킹(25)을 설치하여 외부관체(10)의 관통공(11)에서 상하 슬립방지되도록 압입 결합되게 구성되어 이루어진 것을 특징으로 하는 건축물의 슬라브 배수구장치.Slab drainage device of the building, characterized in that the outer periphery of the inner tube 20 is installed to be press-fitted to prevent the up and down slip in the through-hole 11 of the outer tube 10 by installing a packing (25).
KR1020080001625A 2008-01-07 2008-01-07 Slab drainage system of building KR100908622B1 (en)

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Publication number Priority date Publication date Assignee Title
KR101907404B1 (en) * 2016-07-01 2018-12-05 주식회사 청완 Drain Device of Bathroom Slab

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Publication number Priority date Publication date Assignee Title
KR101999248B1 (en) * 2018-01-22 2019-07-12 와토스코리아 주식회사 drainge piping sealing structure of foamed concrite layer

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KR19980066797A (en) * 1997-01-29 1998-10-15 배순훈 How to release the friction of the buoyancy type washing machine
KR100495396B1 (en) 2005-01-07 2005-06-14 주식회사 삼우공간건축사사무소 Drainpipe linker which is set up easily
KR100642314B1 (en) 2006-08-01 2006-11-10 (주)기하동문기술사건축사사무소 Countercurrent prevention trap for being installed at drain pipe of an apartment house
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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR19980066797A (en) * 1997-01-29 1998-10-15 배순훈 How to release the friction of the buoyancy type washing machine
KR100495396B1 (en) 2005-01-07 2005-06-14 주식회사 삼우공간건축사사무소 Drainpipe linker which is set up easily
KR100642314B1 (en) 2006-08-01 2006-11-10 (주)기하동문기술사건축사사무소 Countercurrent prevention trap for being installed at drain pipe of an apartment house
KR200436876Y1 (en) * 2007-01-16 2007-10-15 주식회사 한국벤처산업 Drainpipe for noise prevention

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101907404B1 (en) * 2016-07-01 2018-12-05 주식회사 청완 Drain Device of Bathroom Slab

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