KR20030045727A - The pipe sleeve had the heigh-control function - Google Patents
The pipe sleeve had the heigh-control function Download PDFInfo
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- KR20030045727A KR20030045727A KR1020030028538A KR20030028538A KR20030045727A KR 20030045727 A KR20030045727 A KR 20030045727A KR 1020030028538 A KR1020030028538 A KR 1020030028538A KR 20030028538 A KR20030028538 A KR 20030028538A KR 20030045727 A KR20030045727 A KR 20030045727A
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- 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
- E04G15/061—Non-reusable forms
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Abstract
Description
본 발명은 콘크리트 건물을 시공할 때에 사용되는 높이조절기능을 갖는 배관슬리브에 관한 것이며 보다 구체적으로는 콘크리트 타설두께에 따라 배관슬리브의 높이조절을 간편히 할 수 있도록 한 것이다.The present invention relates to a pipe sleeve having a height adjustment function used when constructing a concrete building, and more specifically, to facilitate the height adjustment of the pipe sleeve according to the concrete casting thickness.
콘크리트 건물을 시공할때에는 에어콘, 가스관, 수도관, 하수관, 전기, 통신케이블등의 배관통로를 확보하기 위하여 층간을 구획하는 지점 또는 벽체를 구성하는 거푸집을 구성할 때 배관통로를 확보하기 위하여 슬리브(Sleeve)를 설치하게 된다.When constructing a concrete building, sleeves are used to secure the pipe passages when constructing the formwork that forms the points or partitions between the floors to secure the pipe passages such as air conditioners, gas pipes, water pipes, sewer pipes, electricity, and communication cables. Will be installed.
동 슬리브는 대체적으로 원통형으로 일측은 뚜껑을, 타측은 거푸집고정돌편을 구비하고 이를 배관 통로지점에 위치되는 거푸집에 못 등으로 고정시켜 사용하게 하고 콘크리트 타설이 완료된 다음에는 거푸집을 제거하고 뚜껑을 제거하여 배관통로로 이용하게 된다.The sleeve is generally cylindrical and has a lid on one side and a mold fixing piece on the other side. The sleeve is fixed to a formwork located at a pipe passage point by nails, etc., and after the casting is completed, the mold is removed and the lid is removed. It is used as a pipe passage.
이와 같은 종래의 수단은 콘크리트 타설 두께에 따라 슬리브의 높이(벽체인 경우에는 폭)가 달라지게 되고 또 에어콘외기관의 배관통로, 가스관, 수도관, 하수관, 전기케이블, 통신케이블 기능과 용도에 따라 구경이 달라지고 콘크리트 타설두께에 따라 높이가 달라지게 되어 배관슬리브 종류가 많아 용도에 따른 배관슬리브를 구비하는데는 불편한 폐단이 있어 왔다.In the conventional means, the height of the sleeve (width in the case of a wall) varies depending on the thickness of the concrete, and the diameter depends on the function and use of the pipe passage, gas pipe, water pipe, sewer pipe, electric cable, and communication cable of the air conditioner. The height varies depending on the thickness of the concrete pouring, and there are many kinds of pipe sleeves.
이를 해소하고자 구경을 달리하는 한쌍의 원통관을 나선체결하여 높낮이를조절하는 배관슬리브가 고안된 바 있으나 이는 나선의 이동거리에 따라 높낮이가 조절되므로 높낮이를 조절하는데 많은 시간이 소요되는 폐단으로 실용화되지 못하고 있다.In order to solve this problem, a pipe sleeve has been devised to adjust the height by spirally fastening a pair of cylindrical pipes of different diameters, but since the height is adjusted according to the moving distance of the spiral, it cannot be put into practical use because it takes much time to adjust the height. have.
이에 본 발명은 종래의 제반결점을 해소하고 콘크리트 타설시에 사용되는 배관슬리브의 높낮이 조절을 간단하고 신속하게 하고 제조와 사용을 편리하게 할 수있는 높이조절기능을 갖는 배관슬리브를 제공함에 목적이 있다.Accordingly, an object of the present invention is to provide a pipe sleeve having a height adjustment function that can solve the conventional defects and to easily and quickly adjust the height of the pipe sleeve used for concrete pouring, and to facilitate the manufacture and use. .
도1은 본 발명의 분해사시도1 is an exploded perspective view of the present invention
도2는 본 발명의 조립된 종단면도Figure 2 is an assembled longitudinal cross-sectional view of the present invention.
도3은 본 발명의 실시종단면도Figure 3 is a longitudinal cross-sectional view of the embodiment of the present invention
도4는 본 발명으로 시공 완료된 실시종단면도Figure 4 is a longitudinal cross-sectional view of the construction completed in the present invention
도5는 본 발명의 변형된 예를 보인 분해사시도5 is an exploded perspective view showing a modified example of the present invention;
도6은 본 발명 도5의 조립된 횡단면도Figure 6 is an assembled cross sectional view of the present invention Figure 5
도7은 본 발명의 변형예를 보인 분해사시도Figure 7 is an exploded perspective view showing a modification of the present invention
도8은 본 발명 도7의 조립된 횡단면도Figure 8 is an assembled cross sectional view of the present invention Figure 7
※ 도면의 주요부분에 대한 부호 설명※ Explanation of Signs of Major Parts of Drawings
1,2 : 원통관10 : 승강통로1,2: cylinder pipe 10: lifting passage
11 : 안내통로12 : 고정홈11: guide passage 12: fixed groove
13 : 가이드홈20 : 돌출핀13: guide groove 20: protruding pin
30 : 이동공간30a : 핀공30: moving space 30a: pin ball
40 : 돌출부40a : 가이드홈40: protrusion 40a: guide groove
41 : 돌출핀50,60 : 돌출요철부41: projecting pin 50,60: projecting convex portion
콘크리트를 타설할 때 배관통로를 확보하기 위하여 사용하는 통상의 배관슬리브에 있어서 도1 및 도2에서와 같이 구경이 큰 원통관(1)의 길이방향으로는 승강통로(10)를, 원둘레 방향으로는 안내통로(11)와 고정홈(12)을, 승강통로(10)의 내벽에는 가이드홈(13)을 각 구비하고, 구경이 작은 원통관(2)의 외벽에는 돌출핀(20)을 구비하고, 구경이 작은 원통관(2)의 돌출핀(20)을 구경이 큰 원통관(1)의 가이드홈(13)을 통하여 승강통로(10)에 위치되도록 결합하거나, 또는 도5 및 도6과 같이 구경이 큰 원통관(1)의 내벽 일지점에 이동공간(30)을 구비하고 상부 일지점에는 핀공(30a)을 형성하여 돌출핀(41)을 결합하고 구경이 작은 원통관(2) 외면에는 길이방향으로 돌출부(40)를 구비하고 돌출부(40)에는 길이방향으로는 승강통로(10)와 원둘레 방향으로는 안내통로(11)와 고정홈(12)을, 저부에는 가이드홈(40a)을 각 형성하고, 작은 원통관(2)의 가이드홈(40a)을 통하여 승강통로(10)에 위치되도록 결합하거나 또는 도7 및 도8과 같이 구경이 큰원통관(1)의 내벽과 구경이 작은 원통관(2)의 외면에 길이방향으로 복수개의 돌출요철부(50)(60)를 구비하여 구경이 큰 원통관(1)에 구경이 작은 원통관(2)을 끼워 돌출요철부(50)(60)에서 상호 결합하는 구성이다.In a conventional pipe sleeve used to secure a pipe passage when placing concrete, the lifting passage 10 is oriented in the circumferential direction in the longitudinal direction of the cylindrical pipe 1 having a large diameter as shown in FIGS. 1 and 2. The guide passage 11 and the fixing groove 12, the inner wall of the elevating passage 10 is provided with a guide groove 13, respectively, and the outer wall of the cylindrical pipe (2) having a small diameter is provided with a protruding pin (20) And combine the protruding pins 20 of the cylindrical pipe 2 having a small diameter so as to be positioned in the lifting passage 10 through the guide groove 13 of the large cylindrical pipe 1, or FIGS. 5 and 6. As shown in FIG. 1, a moving space 30 is provided at one inner wall of the cylindrical tube 1 having a large diameter, and a pin hole 30a is formed at one upper portion of the cylindrical tube 1 to couple the protruding pins 41 and the cylindrical tube 2 having a small diameter. The outer surface is provided with a projection 40 in the longitudinal direction, the projection 40 is fixed to the lifting passage 10 in the longitudinal direction and the guide passage 11 in the circumferential direction Guide grooves 40a are formed in each of the grooves 12, and the grooves 12 are coupled to each other so as to be positioned in the lifting passage 10 through the guide grooves 40a of the small cylindrical tube 2, or as shown in Figs. The inner wall of the large diameter cylindrical tube 1 and the outer surface of the small diameter cylindrical tube 2 are provided with a plurality of protruding concave-convex portions 50 and 60 in the longitudinal direction, so that the small diameter of the large cylindrical tube 1 is small. The cylindrical tube (2) is fitted to each other in the protrusion concave-convex portion 50, 60.
도면 중 미설명 부호 100은 절취홈, 101은 뚜껑, 102는 거푸집고정돌편, 103은 리브, 104는 거푸집, 105는 콘크리트를 표시한 것이다.In the drawings, reference numeral 100 denotes a cutout groove, 101 denotes a lid, 102 denotes a mold fixing piece, 103 denotes a rib, 104 denotes a form, and 105 denotes concrete.
이와 같이 구성된 본 발명의 작용효과를 설명하면 다음과 같다.Referring to the effects of the present invention configured as described above are as follows.
본 발명은 구경이 크고 작은 원통관(1)(2)을 이용하여 설정된 높이를 조절하고 설정지점에서 간단하고 신속하게 고정시킬 수 있도록 한 것이고 여러가지의 고정수단을 갖게 된다.The present invention is to adjust the set height using a large and small cylindrical tube (1) (2) and to be fixed simply and quickly at a set point and have a variety of fixing means.
도 1 및 도2에서와 같이 구경이 큰 원통관(1)의 외면에는 리브(103)가, 하연에는 복수개의 거푸집 고정돌편(102)을, 벽체의 길이방향으로는 승강통로(10)를, 원둘레 방향으로는 안내통로(11)와 고정홈(12)을, 승강통로(10)가 위치되는 상부 내벽에는 가이드홈(13)을 구비하여서 합성수지재를 이용하여 성형제조하고, 구경이 작은 원통관(2)의 외벽에는 돌출핀(20)을, 상부에는 절취홈(100)을 갖는 뚜껑(101)을 구비하여 합성수지재를 이용하여 성형제조하여 구경이 작은 원통관(2)의 돌출핀(20)이 구경이 큰 원통관(1)의 가이드홈(13)을 통하여 승강통로(10)에 위치되도록 끼워서 결합구성하게 된다.As shown in FIGS. 1 and 2, the outer surface of the large cylindrical tube 1 has a rib 103, a plurality of formwork fixing piece 102 at the lower edge thereof, and a lifting passage 10 in the longitudinal direction of the wall. In the circumferential direction, the guide passage 11 and the fixing groove 12 are provided, and the upper inner wall on which the lifting passage 10 is located is provided with a guide groove 13 to form and manufacture using a synthetic resin material, and has a small diameter cylindrical tube. The outer wall of (2) is provided with a protruding pin 20 on the outer wall, and a lid 101 having a cutout groove 100 on the upper portion of the cylindrical pipe (2) with a small diameter by forming and manufacturing using a synthetic resin material (20) ) Is fitted to be positioned in the lifting passage 10 through the guide groove 13 of the large cylindrical tube (1).
즉 크고 작은 원통관(1)(2)을 결합할 때 합성수지재의 성형되는 물성을 이용하여 구경이 작은 원통관(2)을 성형 제조하여 수축이 완료된 것을 성형 제조하여 수축되지 않은 상태의 구경이 큰 원통관(1)에 끼워서 조립하면 구경이 큰원통관(1)이 냉각되면서 한쌍의 원통관(1)(2)은 밀착된 상태로 결합되며, 높이의 조절기능은 구경이 작은 원통관(2)의 돌출핀(20)이 구경이 큰 원통관(1)의 승강통로(10)에서 승강이 이루어지므로 설정지점에서 승강통로(10)의 원둘레 방향에 위치한 고정홈(12)에 돌출핀(20)을 끼우면 배관슬리브가 고정상태가 되므로 높이 조절을 간편하게 하고 신속하게 할 수 있게 되므로 콘크리트의 두께에 따라 배관슬리브의 높이를 조절하여 사용할 수 있게 된다.That is, when the large and small cylindrical pipes (1) and (2) are combined, the cylindrical pipes (2) having a small diameter are molded and manufactured using the physical properties of the synthetic resin material, and the shrinkage is completed. When assembled by inserting into the cylindrical tube (1), the large diameter cylindrical tube (1) is cooled while the pair of cylindrical tube (1) (2) is coupled in close contact, the height adjustment function of the small diameter cylindrical tube (2) Since the protruding pin 20 of the cylindrical pipe 1 has a large diameter of the elevating passage (10) is made in the elevating passage (12) located in the circumferential direction of the elevating passage (10) at the set point of the protruding pin (20) When inserted, the pipe sleeve is fixed, so the height can be easily and quickly adjusted, so the height of the pipe sleeve can be adjusted according to the thickness of the concrete.
또 본 발명의 변형예로는 도5 및 도6에서와 같이 구경이 큰 원통관(1)의 이동공간(30) 상부의 핀공(30a)에 돌출핀(41)을 결합하게 되면 이동공간(30) 내벽에 돌출핀(41)이 돌설되므로 구경이 작은 원통관(2)의 하부가이드홈(40a)이 돌출핀(41) 지점에 위치시켜 압압시키면 돌출핀(41)은 구경이 작은 원통관(2)의 돌출부(40)에 형성되는 승강통로(10)에 끼워져 승강이 이루어지게 되고 설정지점에서 고정시킬 때에는 작은원통관(2)을 돌리면 큰원통관(1)에 고정된 돌출핀(41)이 작은원통관(2)의 안내통로(11)를 따라 이동되어 고정홈(12)에 끼워져 결합고정되므로 높이조절을 간편하고 신속하게 할 수 있게 되므로 콘크리트의 시공두께에 따라 배관슬리브의 높이를 조절하여 사용할 수 있게 된다.In addition, in the modified example of the present invention, as shown in FIGS. 5 and 6, when the protruding pin 41 is coupled to the pin hole 30a of the upper moving space 30 of the large cylindrical tube 1, the moving space 30 Protruding pin 41 protrudes on the inner wall, so that the lower guide groove 40a of the small-bore cylindrical tube 2 is positioned at the protruding pin 41 and pressed, so that the protruding pin 41 has a small-bore cylindrical tube ( 2) Ascending and lifting is performed by being fitted to the lifting passage 10 formed in the protrusion 40, and when fixing at the set point, by turning the small cylinder tube 2, the protrusion pin 41 fixed to the large cylinder tube 1 is small. Since it is moved along the guide passage 11 of the cylindrical tube 2 and fitted into the fixing groove 12 to fix the height, it is possible to adjust the height of the pipe sleeve according to the construction thickness of the concrete. It becomes possible.
또 다른 본 발명의 변형예로는 도7 및 도8에서와 같이 구경이 큰 원통관(1)의 내벽과 구경이 작은 원통관(2)의 외벽에 길이방향으로 돌출요철부(50)(60)를 복수개를 구성하여 구경이 작은 원통관(2)을 구경이 큰 원통관(1)에 끼우되 구경이 작은 원통관(2)의 돌출요철부(60)는 구경이 큰 원통관(1)의 돌출요철부(50)가 없는 지점에 위치되도록 끼워서 설정지점에서 크고 작은 원통관(1)(2)을 돌려서 돌출요철부(50)(60)가 교접시키면 돌출요철부(50)(60)가 상호 치합되어져 설정높이에서 고정되므로 콘크리트의 시공두께에 따라 배관슬리브의 높이를 조절하여 사용할 수 있게 된다.In another modification of the present invention, as shown in Figs. 7 and 8, the protrusions and protrusions 50 and 60 are protruded in the longitudinal direction on the inner wall of the large diameter cylindrical tube 1 and the outer wall of the small diameter cylindrical tube 2. A plurality of cylindrical pipes (2) are inserted into the large cylindrical pipes (1), but the protruding convex portion (60) of the small cylindrical pipes (2) has a large diameter cylindrical pipe (1). The protrusions and protrusions 50 and 60 are interlocked when the protrusions and protrusions 50 and 60 are engaged by turning the cylindrical pipes 1 and 2 large and small at the set point by inserting them so that they are positioned at a position where the protrusions and protrusions 50 are not there. Are mutually fixed and fixed at the set height, so the height of the pipe sleeve can be adjusted according to the construction thickness of the concrete.
이와 같이 본 발명은 배관슬리브를 구성함에 있어서 크고 작은 원통관(1)(2)에 고정지점을 선택할 수 있도록 구성하므로서 배관슬리브의 높이를 콘크리트의 타설 두께에 따라 조절하여 사용할 수 있게 되므로서 콘크리트 타설두께에 따라 규격에 맞는 배관슬리브를 구비하는 불편이 해소되는 것이다.In this way, the present invention is configured to be able to select a fixed point in the large and small cylindrical tube (1) (2) in the construction of the piping sleeve, so that the height of the piping sleeve can be used to adjust according to the thickness of the concrete pouring concrete The inconvenience of having a pipe sleeve conforming to the standard according to the thickness is eliminated.
이와 같은 본 발명의 구체적인 실시예를 설명하면 다음과 같다.When explaining a specific embodiment of the present invention as follows.
도3과 같이 크고 작은 한쌍의 원통관(1)(2)이 결합된 배관슬리브를 시공건축물의 천정 또는 벽체에서 콘크리트의 타설두께에 따라 배관슬리브의 높이를 조절시킨 다음 큰 원통관(1)의 거푸집고정돌편(102)에서 배관통로가 되는 거푸집(104)의 벽면에 위치시켜 못등으로 고정시키고 콘크리트를 타설하여 설치하게 된다.As shown in Fig. 3, the pipe sleeve combined with a pair of large and small cylindrical pipes (1) and (2) is adjusted according to the thickness of the concrete in the ceiling or wall of the construction building, and then the height of the pipe sleeve is adjusted. Positioning on the wall surface of the formwork 104 to be a pipe passage from the formwork fixing stone piece 102 is fixed by nails, etc. is installed by pouring concrete.
또 콘크리트(105) 타설이 완료되어 경화되었을 때 거푸집(104)을 떼어내고 배관슬리브를 구성하는 작은 원통관(2)의 뚜껑(101)을 망치등을 이용 타격시켜 절취홈(100)에서 뚜껑(101)을 제거시키면 시공된 콘크리트(105)에는 도4와 같이 배관슬리브가 구비되고 가스관, 하수관, 수도관, 전기, 통신케이블등의 배관통로가 확보되는 것이다.When the concrete 105 is finished and hardened, the mold 104 is removed and the lid 101 of the small cylindrical tube 2 constituting the pipe sleeve is blown with a hammer or the like to remove the lid from the cutting groove 100. When the 101 is removed, the constructed concrete 105 is provided with a pipe sleeve as shown in FIG. 4 and a pipe passage such as a gas pipe, a sewer pipe, a water pipe, an electric cable, and a communication cable is secured.
이와 같은 본 발명은 한쌍의 원통관(1)(2)을 결합하여 슬리브의 높이조절을 간단하고 신속하게 할 수 있게 되므로서 콘크리트(105)의 타설두께에 따라 배관슬리브의 높이를 조절하여 사용할 수 있게 되므로 콘크리트(105)로 천정이나 벽면을타설할 때 콘크리트의 두께에 따라 배관슬리브를 규격별로 구비하는 불편이 해소되는 것이다.The present invention can be used by adjusting the height of the pipe sleeves in accordance with the thickness of the concrete 105, so that the height of the sleeve can be adjusted simply and quickly by combining a pair of cylindrical pipe (1) (2). Therefore, when placing a ceiling or a wall with concrete 105, the inconvenience of having a pipe sleeve for each standard according to the thickness of the concrete is eliminated.
따라서 이상과 같은 본 발명은 콘크리트의 타설두께에 따라 배관슬리브의 높이조절을 간단하게 수행하여 사용할 수 있게 되므로 사용이 편리하고 합성수지재를 이용 성형제조하므로서 양산에 장애가 없고 조립도 용이하게 되는 등 매우 실용적이고도 유용한 발명이다.Therefore, the present invention as described above can be used simply by adjusting the height of the pipe sleeves according to the thickness of the concrete is easy to use and by using a synthetic resin material manufacturing, there is no obstacle to mass production and assembling is also very practical It is a useful invention.
Claims (3)
Priority Applications (1)
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KR1020030028538A KR20030045727A (en) | 2003-05-06 | 2003-05-06 | The pipe sleeve had the heigh-control function |
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KR1020030028538A KR20030045727A (en) | 2003-05-06 | 2003-05-06 | The pipe sleeve had the heigh-control function |
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Cited By (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100912108B1 (en) * | 2009-04-24 | 2009-08-13 | 강원구 | Penetration sleve |
KR101483632B1 (en) * | 2012-12-04 | 2015-01-16 | 진승완 | Universal Inseoteu for insulation |
CN104420632A (en) * | 2013-08-28 | 2015-03-18 | 博麟水电材料有限公司 | Wall surface pipe sleeve structure |
KR101656623B1 (en) | 2015-09-14 | 2016-09-09 | 김해기 | Height adjustable sleeve |
KR200486756Y1 (en) * | 2017-11-29 | 2018-06-27 | 이호선 | Pipe sleeve of adjusting height |
KR20180097417A (en) * | 2017-02-23 | 2018-08-31 | 편상득 | Device fixing water proof concrete mold |
KR101999248B1 (en) * | 2018-01-22 | 2019-07-12 | 와토스코리아 주식회사 | drainge piping sealing structure of foamed concrite layer |
WO2019182193A1 (en) * | 2018-03-23 | 2019-09-26 | 고의환 | Penetration sleeve for wall revetment |
KR20220141161A (en) * | 2021-04-12 | 2022-10-19 | 정원조 | Structure for supporting an emergency ladder apparatus and the emergency ladder appratus comprising the same |
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Publication number | Priority date | Publication date | Assignee | Title |
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KR100912108B1 (en) * | 2009-04-24 | 2009-08-13 | 강원구 | Penetration sleve |
KR101483632B1 (en) * | 2012-12-04 | 2015-01-16 | 진승완 | Universal Inseoteu for insulation |
CN104420632A (en) * | 2013-08-28 | 2015-03-18 | 博麟水电材料有限公司 | Wall surface pipe sleeve structure |
KR101656623B1 (en) | 2015-09-14 | 2016-09-09 | 김해기 | Height adjustable sleeve |
KR20180097417A (en) * | 2017-02-23 | 2018-08-31 | 편상득 | Device fixing water proof concrete mold |
KR200486756Y1 (en) * | 2017-11-29 | 2018-06-27 | 이호선 | Pipe sleeve of adjusting height |
KR101999248B1 (en) * | 2018-01-22 | 2019-07-12 | 와토스코리아 주식회사 | drainge piping sealing structure of foamed concrite layer |
WO2019182193A1 (en) * | 2018-03-23 | 2019-09-26 | 고의환 | Penetration sleeve for wall revetment |
KR20190111525A (en) * | 2018-03-23 | 2019-10-02 | 고의환 | Through sleeve for wall retaining wall |
KR20220141161A (en) * | 2021-04-12 | 2022-10-19 | 정원조 | Structure for supporting an emergency ladder apparatus and the emergency ladder appratus comprising the same |
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