KR20040001563A - Waterproof seal pouring holder - Google Patents
Waterproof seal pouring holder Download PDFInfo
- Publication number
- KR20040001563A KR20040001563A KR1020020036817A KR20020036817A KR20040001563A KR 20040001563 A KR20040001563 A KR 20040001563A KR 1020020036817 A KR1020020036817 A KR 1020020036817A KR 20020036817 A KR20020036817 A KR 20020036817A KR 20040001563 A KR20040001563 A KR 20040001563A
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- Prior art keywords
- injection
- waterproof seal
- concrete structure
- inlet
- crack
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- H—ELECTRICITY
- H02—GENERATION; CONVERSION OR DISTRIBUTION OF ELECTRIC POWER
- H02K—DYNAMO-ELECTRIC MACHINES
- H02K3/00—Details of windings
- H02K3/04—Windings characterised by the conductor shape, form or construction, e.g. with bar conductors
- H02K3/12—Windings characterised by the conductor shape, form or construction, e.g. with bar conductors arranged in slots
-
- H—ELECTRICITY
- H02—GENERATION; CONVERSION OR DISTRIBUTION OF ELECTRIC POWER
- H02K—DYNAMO-ELECTRIC MACHINES
- H02K1/00—Details of the magnetic circuit
- H02K1/06—Details of the magnetic circuit characterised by the shape, form or construction
- H02K1/12—Stationary parts of the magnetic circuit
- H02K1/16—Stator cores with slots for windings
-
- H—ELECTRICITY
- H02—GENERATION; CONVERSION OR DISTRIBUTION OF ELECTRIC POWER
- H02K—DYNAMO-ELECTRIC MACHINES
- H02K15/00—Methods or apparatus specially adapted for manufacturing, assembling, maintaining or repairing of dynamo-electric machines
- H02K15/04—Methods or apparatus specially adapted for manufacturing, assembling, maintaining or repairing of dynamo-electric machines of windings, prior to mounting into machines
-
- H—ELECTRICITY
- H02—GENERATION; CONVERSION OR DISTRIBUTION OF ELECTRIC POWER
- H02K—DYNAMO-ELECTRIC MACHINES
- H02K3/00—Details of windings
- H02K3/46—Fastening of windings on the stator or rotor structure
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- Engineering & Computer Science (AREA)
- Power Engineering (AREA)
- Manufacturing & Machinery (AREA)
- Working Measures On Existing Buildindgs (AREA)
Abstract
Description
본 발명은 콘크리트 균열 누수 보수용 방수씰 주입 거치대에 관한 것으로, 더욱 상세하게는 각종 콘크리트 구조물의 균열로 인한 누수 부위에 직접 방수씰을 주입할 수 있도록 한 방수씰 주입 거치대에 관한 것이다.The present invention relates to a watertight seal injection cradle for repairing concrete crack leakage, and more particularly, to a watertight seal injection cradle for directly injecting a watertight seal into a leaking part due to cracking of various concrete structures.
일반적으로 콘크리트 구조물의 경우 오랜 시간이 지나면 외력에 의한 비틀림이 발생되거나, 신축 건물의 시공 후 구조물에서 수분이 증발될 때 건축물 내외부에 균열이 발생되게 된다. 이러한 콘크리트 구조물의 균열은 누수 현상이 생기게 되고 경우에 따라서는 구조물이 붕괴되는 현상이 발생하게 된다.In general, in the case of concrete structures, torsion due to external force is generated after a long time, or when moisture evaporates from the structure after construction of a new building, cracks are generated inside and outside the building. The crack of the concrete structure will cause a leakage phenomenon and in some cases the structure collapses.
기존의 균열 누수 보수 방법은 도 1에 도시된 바와 같이, 콘크리트 구조물(1)에 균열이 발생되면, 균열부 상측에 벽체를 관통하는 관통구(2)를 형성한다.In the conventional crack leak repair method, as shown in FIG. 1, when a crack occurs in the concrete structure 1, a through hole 2 penetrating a wall is formed on the crack part.
상기 관통구(2)를 통하여 방수재(3)가 주입되며, 주입된 방수재(3)는 콘크리트 구조물(1)의 뒷면에 채워져 균열부위를 보수하게 된다.The waterproof material 3 is injected through the through hole 2, and the injected waterproof material 3 is filled in the rear surface of the concrete structure 1 to repair the cracked portion.
그러나 종래의 보수 방법은 불필요하게 방수씰이 대량으로 주입되며, 보수 시간이 길어 비용이 많이 소요되는 문제점이 있었다.However, in the conventional repair method, a large amount of watertight seals are unnecessarily injected, and the repair time is long.
따라서 본 발명은 이와 같은 종래의 문제점을 해결하기 위한 것으로, 콘크리트 슬라브 및 벽체의 누수 균열 주위를 일정 크기로 칩핑(Chipping:쪼아낸다)하고, 칩핑된 콘크리트 구조체의 균열 부위에 방수씰을 직접 주입시킬 수 있는 방수씰 주입 거치대로 하여 방수씰의 주입량과 보수 시간을 대폭 감소시킬 수 있는 방수씰 주입 거치대를 제공하는데 그 목적이 있다.Therefore, the present invention is to solve such a conventional problem, the chipping (pumping) to a certain size around the leakage cracks of the concrete slab and wall, and to directly inject the waterproof seal to the cracked portion of the chipped concrete structure. It is an object of the present invention to provide a waterproof seal injection holder that can greatly reduce the injection amount and maintenance time of the waterproof seal by using a waterproof seal injection holder.
이와 같은 목적을 실현하기 위한 본 발명은 콘크리트 슬라브 및 벽체의 누수 균열 주위를 일정 크기로 칩핑(Chipping)하고, 칩핑된 콘크리트 구조체의 균열 부위를 보수하기 위한 방수씰 주입 거치대에 있어서, 상기 칩핑된 콘크리트 구조체의균열 길이 방향으로 설치되는 반경관의 주입관과; 상기 주입관의 양측부에 일정한 넓이로 형성되어 상기 칩핑된 콘크리트 구조체와의 부착 강도를 높이도록 몰타르로 매입되는 부착강화용 격자판과; 상기 주입관의 양단에 직교 방향으로 연통 설치되어 방수씰이 주입되고 배출되는 원통형의 주입구 및 배출구와; 상기 주입구로 주입된 방수씰이 상기 주입관내에 머물 수 있도록 주입구와 배출구 각각에 설치되는 마개용 볼트로; 이루어진 것을 특징으로 하는 방수씰 주입 거치대를 제공한다.The present invention for achieving the above object is a chipping (Chipping) around the leak crack of the concrete slab and the wall to a certain size, and in the waterproof seal injection cradle for repairing the cracked portion of the chipped concrete structure, the chipped concrete An injection tube of a radius tube installed in the crack length direction of the structure; A grid for attaching and strengthening formed on both sides of the injection pipe and embedded in mortar so as to increase the bonding strength with the chipped concrete structure; Cylindrical inlet and outlet in communication with the two ends of the injection tube in the orthogonal direction is injected and discharged waterproof seal; A stopper bolt installed at each of the inlet and outlet to allow the waterproof seal injected into the inlet to remain in the inlet; Provides a waterproof seal injection cradle characterized in that made.
도 1은 일반적인 콘크리트 균열을 보수하는 개략적인 상태도이고,1 is a schematic state diagram for repairing a general concrete crack,
도 2는 본 발명에 따라 방수씰 주입 거치대의 사시도이고,Figure 2 is a perspective view of the waterproof seal injection cradle according to the present invention,
도 3은 본 발명에 따른 방수씰 주입 거치대가 설치된 상태를 도시한 단면도이다.3 is a cross-sectional view showing a state in which the waterproof seal injection cradle according to the present invention is installed.
<도면의 주요부분에 대한 부호의 설명><Description of the symbols for the main parts of the drawings>
10 : 콘크리트 구조체 12 : 몰타르10 concrete structure 12 mortar
20 : 방수씰 주입 거치대 21 : 주입관20: injection seal holder 21: injection pipe
22 : 격자판 30 : 주입구22: grid 30: injection hole
32 : 배출구 33 : 연통구32: discharge port 33: communication port
34 : 원판 40 : 마개용 볼트34: disc 40: stopper bolt
이하, 첨부된 도면을 참조하여 본 발명의 일실시 예를 상세하게 설명한다.Hereinafter, with reference to the accompanying drawings will be described an embodiment of the present invention;
도 2는 본 발명에 따라 방수씰 주입 거치대의 사시도이고, 도 3은 본 발명에 따른 방수씰 주입 거치대가 설치된 상태를 도시한 단면도이다.Figure 2 is a perspective view of the waterproof seal injection cradle according to the present invention, Figure 3 is a cross-sectional view showing a state in which the waterproof seal injection cradle according to the present invention is installed.
본 발명에 따른 방수씰 주입 거치대(20)는, 도 2에 도시되어 있는 바와 같이, 칩핑(chipping)된 콘크리트 구조체(10)의 균열부위를 따라 길이 방향으로 반경관의 주입관(21)이 설치되고, 주입관(21)의 양측에는 일정한 넓이로 형성되어 칩핑된 콘크리트 구조체(10)와의 부착 강도를 높이도록 몰타르(12)로 매입되는 부착강화용 격자판(22)이 형성된다. 격자판(22)은 주입관(21)에 일체로 형성되며, 철선들이 격자로 형성된다.Waterproof seal injection cradle 20 according to the present invention, as shown in Figure 2, the injection pipe 21 of the radial tube in the longitudinal direction along the cracked portion of the chipped (chipping) concrete structure 10 is installed In addition, both sides of the injection pipe 21 is formed to a certain width is formed to the adhesion strengthening grating plate 22 is embedded in the mortar 12 to increase the adhesion strength with the chipped concrete structure (10). The grating plate 22 is integrally formed in the injection tube 21, and the iron wires are formed in a grating.
그리고 주입관(21)의 양단에는 원통형의 주입구(30)와 배출구(32)가 각각 직교 방향으로 설치되며, 이들 주입구(30)와 배출구(32)에는 상기 반원의 주입관(21)과 연통되는 연통구(33)가 형성된다.And both ends of the injection pipe 21 is provided with a cylindrical injection port 30 and the discharge port 32 in the orthogonal direction, respectively, these injection ports 30 and the discharge port 32 is in communication with the semi-circular injection pipe 21 The communication port 33 is formed.
또한, 주입구(30)와 배출구(32)의 바닥면에는 칩핑된 콘크리트 구조체(10)와의 밀착력을 높이도록 일체로 원판(34)이 형성된다.In addition, the disc 34 is integrally formed on the bottom surface of the injection hole 30 and the discharge hole 32 so as to increase the adhesion to the chipped concrete structure 10.
그리고 주입구(30)와 배출구(32)의 입구를 차단할 수 있는 마개용 볼트(40)가 각각 설치된다.And the stopper bolt 40 which can block the inlet of the injection port 30 and the discharge port 32 are respectively installed.
이와 같이 구성된 본 발명에 따른 방수씰 주입 거치대의 설치는 다음과 같다.Installation of the waterproof seal injection cradle according to the present invention configured as described above is as follows.
콘크리트 구조물이 오랜 시간이 지나면서 외력에 의한 비틀림이 발생되거나, 신축 건물의 시공 후 구조물에서 수분이 증발될 때 건축물 내외부에 균열이 발생되면 이를 보수하기 위하여 먼저, 도 3에 도시된 바와 같이 누수 균열 부위에 일정 폭과 깊이로 콘크리트 구조체(10)를 정 등의 연장으로 칩핑(쪼아낸다)한다.If the concrete structure is torsion caused by external force over a long time, or if the crack occurs inside and outside the building when water evaporates from the structure after the construction of a new building, to repair it first, as shown in Figure 3, the leak crack The concrete structure 10 is chipped (pruned) to the site with an extension such as a tablet at a predetermined width and depth.
칩핑으로 공간이 확보된 콘크리트 구조체(10)에 방수씰 주입 거치대(20)가 설치된다. 차례로 콘크리트 구조체(10)의 균열 부위를 따라 주입관(21)과 격자판(22)을 거치시킨다.Waterproof seal injection cradle 20 is installed in the concrete structure 10 secured by the chipping. In turn, the injection pipe 21 and the grid plate 22 are mounted along the cracked portion of the concrete structure 10.
그리고 방수씰의 누수와 콘크리트 구조체(10)와의 밀찰력을 높이도록 원판(34)을 콘크리트 구조체(10)에 밀착한 주입구(30)와 배출구(32)를 상기 주입관(21)의 양단에 설치한다. 이 때, 원통의 주입구(30)와 배출구(32)를 연통구(33)로 하여 주입관(21)에 연통될 수 있도록 접착제 등으로 설치한 후, 방수씰의 주입시 주입 경로가 주입 압력에 의하여 이탈되지 않도록 콘크리트 구조체(10)와의 부착강도를 높이기 위하여 몰타르(12)로 마무리한다.In addition, the inlet port 30 and the outlet port 32 in which the disc 34 is in close contact with the concrete structure 10 are installed at both ends of the inlet pipe 21 so as to increase the leakage between the waterproof seal and the concrete structure 10. do. At this time, the cylinder inlet 30 and outlet 32 as the communication port 33 is installed with an adhesive or the like so as to communicate with the injection pipe 21, the injection path when the injection of the waterproof seal to the injection pressure Finished with a mortar (12) in order to increase the adhesion strength with the concrete structure 10 so as not to be separated by.
상기와 같은 거치 상태에서 주입구(30)를 통하여 방수씰을 주입하게 된다. 주입된 방수씰의 양이 넘쳐 배출구(32)로 나오게 되면, 배출구(32)를 마개용볼트(40)로 막고, 주입구(30)에 압력을 가해 방수씰을 주입한 후, 주입구(30)도 마찬가지로 마개용 볼트(40)로 막으면 보수 작업이 완료된다. 주입관(21)내에 차있는 방수씰은 압력에 의하여 미세한 균열 틈 사이로 침투되어 균열부위의 누수를 차단하게 된다.The waterproof seal is injected through the injection hole 30 in the mounting state as described above. When the amount of the injected waterproof seal overflows the outlet 32, the outlet 32 is blocked with a stopper bolt 40, a pressure is applied to the inlet 30, and then the inlet 30 is also injected. Similarly, if the stopper bolt 40 is closed, the maintenance work is completed. The waterproof seal filled in the injection pipe 21 penetrates between the minute crack gaps by the pressure to block leakage of the cracked part.
이처럼 방수씰의 주입량과 균열 보수 시간을 대폭 감소시켜 보수비용을 절감할 수 있게 하였다.As such, the injection amount and crack repair time of the waterproof seal can be greatly reduced, thereby reducing the repair cost.
이상, 상기 내용은 본 발명의 바람직한 일실시 예를 단지 예시한 것으로 본 발명의 당업자는 본 발명의 요지를 변경시킴이 없이 본 발명에 대한 수정 및 변경을 가할 수 있음을 인지해야 한다.In the above description, it should be understood that those skilled in the present invention can only make modifications and changes to the present invention without changing the gist of the present invention as merely illustrative of a preferred embodiment of the present invention.
상술한 바와 같이 본 발명에 따른 방수씰 주입 거치대는, 콘크리트 슬라브 및 벽체의 누수 균열 주위를 일정 크기로 칩핑(Chipping)하고, 칩핑된 콘크리트 구조체의 균열 부위에 방수씰을 직접 주입시킬 수 있는 방수씰 주입 거치대는, 방수씰의 주입량과 보수 시간을 대폭 감소시켜 경제성과 생산성을 향상시키는 효과가 있다.As described above, the waterproof seal injection cradle according to the present invention is a waterproof seal that can be chipped to a predetermined size around the leak crack of the concrete slab and the wall, and directly inject the waterproof seal into the cracked portion of the chipped concrete structure. The injection cradle has the effect of greatly reducing the injection amount and the maintenance time of the waterproof seal, thereby improving economics and productivity.
Claims (2)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR1020020036817A KR100845501B1 (en) | 2002-06-28 | 2002-06-28 | Waterproof seal pouring holder |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR1020020036817A KR100845501B1 (en) | 2002-06-28 | 2002-06-28 | Waterproof seal pouring holder |
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| Publication Number | Publication Date |
|---|---|
| KR20040001563A true KR20040001563A (en) | 2004-01-07 |
| KR100845501B1 KR100845501B1 (en) | 2008-07-10 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| KR1020020036817A KR100845501B1 (en) | 2002-06-28 | 2002-06-28 | Waterproof seal pouring holder |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112376570A (en) * | 2020-11-18 | 2021-02-19 | 湖北中建昌龙建筑技术有限公司 | Grouting and leakage blocking method and grouting equipment in high-pressure flowing water state |
| CN115126004A (en) * | 2022-07-11 | 2022-09-30 | 浙江五方建设有限公司 | Anti-leakage post-pouring belt structure of basement top plate |
Family Cites Families (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0194133A (en) * | 1987-10-01 | 1989-04-12 | Shin Nippon Jushi Kako:Kk | Cut off method of crack of concrete structure |
| JP3023200B2 (en) * | 1991-04-26 | 2000-03-21 | 三菱レイヨン株式会社 | Crack injection waterproofing method and device |
| JPH08209944A (en) * | 1993-09-29 | 1996-08-13 | Shimizu Corp | Method and device for forming cutoff for concrete structure |
| JP4381621B2 (en) * | 2001-02-27 | 2009-12-09 | 電気化学工業株式会社 | Crack injection method |
| KR200389495Y1 (en) * | 2005-04-28 | 2005-07-14 | 문봉철 | The constructed structure of concrete erosion prevention plate |
-
2002
- 2002-06-28 KR KR1020020036817A patent/KR100845501B1/en not_active IP Right Cessation
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112376570A (en) * | 2020-11-18 | 2021-02-19 | 湖北中建昌龙建筑技术有限公司 | Grouting and leakage blocking method and grouting equipment in high-pressure flowing water state |
| CN115126004A (en) * | 2022-07-11 | 2022-09-30 | 浙江五方建设有限公司 | Anti-leakage post-pouring belt structure of basement top plate |
| CN115126004B (en) * | 2022-07-11 | 2024-02-20 | 浙江五方建设有限公司 | Antiseep post-pouring strip structure of basement roof |
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| KR100845501B1 (en) | 2008-07-10 |
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