KR200226637Y1 - Structure for surface protection layer of concrete construction - Google Patents

Structure for surface protection layer of concrete construction Download PDF

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Publication number
KR200226637Y1
KR200226637Y1 KR2020000036738U KR20000036738U KR200226637Y1 KR 200226637 Y1 KR200226637 Y1 KR 200226637Y1 KR 2020000036738 U KR2020000036738 U KR 2020000036738U KR 20000036738 U KR20000036738 U KR 20000036738U KR 200226637 Y1 KR200226637 Y1 KR 200226637Y1
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South Korea
Prior art keywords
concrete
protection layer
structures
protection
putty
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KR2020000036738U
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Korean (ko)
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지태욱
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주식회사한국 쇼본드 건설
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Abstract

본 고안은 각종 콘크리트 구조물의 초기상태를 지속적으로 유지하기 위하여 콘크리트 구조물 표면에 발생된 파손부에 의한 구조물의 중성화 방지 및 보호층 구조에 대한 것으로, 콘크리트로 되는 도로, 교량, 건물, 하수관, 해양구조물등의 구조물이 구축완료된 후에도 화학적인 물질이나 염해로 인한 부식과 차량의 충격이나 진동등으로 균열이 발생하고, 균열로 인한 철근부식과 파손을 방지하기 위하여 유리섬유를 접착하고 보호 도장재를 도포하여 콘크리트 구조물을 보호하도록 하는 한편, 콘크리트로 구축되는 터널 내부등에 공기중의 매연등의 화학물질로 인한 라이닝 콘크리트 보호, 하수도 구조물 등에서 발생하는 유해물질로부터의 보호, 해안 또는 해상의 콘크리트 구조물의 염해로 인한 보호를 포함하여 제반 콘크리트 구조물의 표면 손상부를 보수, 보호하기 위한 보호층 구조에 대한 고안이다.The present invention is to prevent the neutralization of the structure by the damaged parts generated on the surface of the concrete structure in order to continuously maintain the initial state of the various concrete structures, and the protection layer structure, which is made of concrete roads, bridges, buildings, sewer pipes, offshore structures Even after the construction of the structure is completed, cracks occur due to corrosion due to chemical substances or salts, impact or vibration of the vehicle, and the glass fiber is bonded and protective coating material is applied to prevent steel corrosion and damage caused by the crack. While protecting the structure, lining concrete protection by chemicals such as smoke in the air inside the tunnel constructed of concrete, protection from harmful substances generated in sewage structures, etc. Surface damage of all concrete structures including The complement, is designed for the protection layer to protect the structure.

Description

콘크리트 구조물의 표면 보호층 구조{Structure for surface protection layer of concrete construction}Structure for surface protection layer of concrete construction

본 고안은 콘크리트 포설 도로, 교량, 하수도망, 또는 해안이나 해상의 콘크리트 구조물등의 표면 보호를 위한 보수 구조에 대한 고안으로서, 콘크리트로 되는 상기 여러 구조물은 각기 구조특성에 따른 부식현상이 발생되는바 각종 유해 유독 물질 또는 염해에 의한 급격한 콘크리트 구조물의 표면손상이나 도로나 교량이나 터널일 경우 지속적인 차량운행으로 인한 진동과 충격등에 의한 초기 부분파손 또는 균열이 발생하고 점차적으로 콘크리트에 내재된 철근의 부식등에 의한 구조물의 약화현상에 따른 구조물의 안전성 문제등이 발생되고 종래에는 상기와 같은 현상이 발생시 에멀젼계(수성) 도장이나 시멘트 몰탈로서 구조물을 보호하도록 하여 왔다.The present invention is a design for the repair structure for the surface protection of concrete roads, bridges, sewer networks, or concrete structures on the coast or offshore, and the various structures made of concrete have various corrosion phenomena according to their structural characteristics. In case of sudden damage to the surface of concrete structures or roads, bridges, or tunnels caused by various harmful toxic substances or salts, initial partial damage or cracking occurs due to vibration and impact from continuous vehicle operation, and the corrosion of reinforcing steel embedded in concrete gradually. Safety problems of the structure according to the weakening of the structure is generated, and in the prior art has been to protect the structure by emulsion coating (aqueous) coating or cement mortar when such a phenomenon occurs.

상기와 같이 외부로부터 콘크리트 구조물에 가해지는 화학적인 악영향에 의하여 콘크리트 구조물의 최초 구축시 콘크리트 자체가 가지는 화학적인 성질인 알칼리성이 콘크리트 내부 공극, 미세 균열등에 의하여 침투한 유독물질에 의하여 열화(중성화)를 촉진시키게 되어 철근이 조기에 부식되어 물리적으로 구조물의 안전 구조 내력의 약화현상으로 인한 위험을 초래하게 되거나 나아가 표면의 콘크리트 탈락으로 구조물 수명을 단축하는 등의 문제점이 상존하였다.As described above, due to the chemical adverse effect applied to the concrete structure from the outside, deterioration (neutralization) is caused by the toxic substance penetrated by the pores, micro cracks, etc. As a result, the rebar was prematurely corroded, causing the risk of physically weakening the structural strength of the structure, or even shortening the life of the structure due to the dropping of concrete on the surface.

도 1은 콘크리트 표면의 손상 상태를 나타내는 단면도1 is a cross-sectional view showing a damaged state of the concrete surface

도 2는 본 고안상으로 실시되는 콘크리트 구조물의 표면 보호층 구조의 확대 단면도Figure 2 is an enlarged cross-sectional view of the surface protective layer structure of the concrete structure implemented in accordance with the present invention

<도면의 주요부분에 대한 부호설명><Code Description of Main Parts of Drawing>

1. 콘크리트 구조물 2. 파손부1. Concrete structure 2. Damaged part

3. 퍼티(putty) 또는 몰탈 4. 프라이머(primer)3. putty or mortar 4. primer

5. FRP직포지 6. 1차 도포층5. FRP woven fabric 6. Primary coating layer

7. 2차 도포층7. Second coating layer

본 고안은 상기와 같이 콘크리트로 된 각종 구조물의 표면에 부분적인 탈리파손이나 균열부등의 초기현상이 발생되었을시 이를 보수 하므로서 더 이상의 구조물 손상이 진행되지 못하게 하고 탈리되지 않도록 안출한 고안으로서 이를 첨부한 도면에 의거하여 상술하면 다음과 같다.The present invention is designed to prevent further damage to the structure and to prevent it from detaching by repairing the initial phenomenon such as partial detachment breakage or cracking on the surface of various concrete structures as described above. When described in detail based on the drawings as follows.

각종 콘크리트 구조물(1) 표면에 파손부(2)가 발생하였을시 우선 파손부(2)의 요철면을 그라인딩하여 그 파손부를 원호면으로 평활하게한 다음 파손부(2)의 공극에 퍼티(putty; 솔(sol) 상태의 에폭시 또는 시멘트 몰탈, 에폭시 몰탈)(3)를 구조물(1) 표면과 동일하게 충전하고 이 퍼티(3) 상면과 콘크리트 구조물(1)의 전체 표면과 거의 동일하도록 현저히 넓은 면적으로 프라이머(primer;겔(gel) 상태의 에폭시)(4)를 접착제 역활을 할 수 있도록 도포한 다음 이 프라이머(4) 상면에 FRP(fiber reinforced plastics; 유리섬유 강화 플라스틱)로 되는 FRP 직포지(5)를 프라이머(4) 면적과 동일하게 접착하고 이 FRP 직포지(5) 상면에 겔 상태의 에폭시를 1차 도포하여 1차 도포층(6)을 형성시키되, 이 1차 도포층(6)이 되는 에폭시액이 일정한 두께와 직포지(5) 넓이와 동일한 넓이로 접착된 FRP 직포지 내부로 충분히 침투되어 FRP 직포지 내부에 도막이 형성되게 도포하여 약 16시간 동안 건조한 다음 다시 에폭시액을 일정한 두께로 2차 도포하여 2차 도포층(7)을 형성하게 하므로서, 본 고안상으로 실시되는 콘크리트 구조물의 표면 보호층 구조가 구성이 되고 보수부위가 탈리되지 않도록 보호막이 형성된다.When the damaged part 2 occurs on the surface of various concrete structures 1, first, the uneven surface of the damaged part 2 is ground, and the damaged part is smoothed with an arc surface, and then putty is formed in the void of the damaged part 2. ; Sol-filled epoxy or cement mortar, epoxy mortar) (3) equally wide on the surface of the structure (1) and markedly wide so that it is almost the same as the top of the putty (3) and the entire surface of the concrete structure (1); A primer (gel epoxy) (4) is applied to the surface to serve as an adhesive, and then the FRP woven paper made of fiber reinforced plastics (FRP) on the top of the primer (4). (5) is bonded to the same area as the primer (4), and the primary coating layer (6) is formed by first applying a gel epoxy on the upper surface of the FRP woven fabric (5). ) Epoxy liquid to be bonded to the same thickness and width of the woven fabric (5) It is sufficiently penetrated into the FRP woven fabric and coated to form a coating film inside the FRP woven fabric, dried for about 16 hours, and then again applied with an epoxy solution at a constant thickness to form a second coating layer 7. The surface protective layer structure of the concrete structure to be implemented is configured and the protective film is formed so that the repair site is not detached.

상기와 같이 구성된 본 고안은 특수수지로 접착하고 함침한 FRP가 두꺼운 보호층을 형성하여 구조물 자체의 내부 균열 발생 방지는 물론 유해한 화학물질과 염해로부터 보호되어 콘크리트의 내구 수명이 연장되며, 적층된 적층면의 접합 상태 조직이 치밀하여 박리되지 않을뿐더러 충진 보수부위가 재탈리되지 않고 표면 도막이 장기간 유지하게 되는 탁월한 효과가 있다.The present invention configured as described above, the FRP impregnated with a special resin and impregnated to form a thick protective layer to prevent the occurrence of internal cracks of the structure itself, as well as to protect from harmful chemicals and salts to extend the durability life of concrete, laminated laminated The bonded state of the tissue is not only dense and exfoliated, but also the replenishment repair site is not detached and the surface coating film is maintained for a long time.

Claims (1)

각종 콘크리트 구조물(1)의 표면에 발생한 파손부(2)를 보수함에 있어서, 파손부(2)의 공극에 퍼티(3)를 구조물(1) 표면과 동일하게 충전하고 이 퍼티(3) 상면에 퍼티 또는 몰탈(3)부위 보다 넓은 면적인 콘크리트 구조물(1) 표면 거의 전체에 프라이머(4)를 도포하여 이 프라이머(4) 상면에 FRP 직포지(5)를 접착하며, 이 FRP 직포지(5) 상면에 에폭시액을 1차 도포하여 1차 도포층(6)을 형성하여 건조한후 다시 에폭시액을 2차 도포하여 2차 도포층(6)을 형성하도록 하여서 되는 콘크리트 구조물의 표면 보호층 구조.In repairing the damaged portion 2 generated on the surfaces of the various concrete structures 1, the putty 3 is filled in the voids of the damaged portion 2 in the same manner as the surface of the structure 1, and the upper surface of the putty 3 is A primer (4) is applied to almost the entire surface of the concrete structure (1) with a larger area than the putty or mortar (3) to bond the FRP woven fabric (5) to the upper surface of the primer (4), and the FRP woven fabric (5) The surface protection layer structure of the concrete structure by applying the epoxy solution on the upper surface first to form a primary coating layer (6), drying and then applying the epoxy solution a second time to form a secondary coating layer (6).
KR2020000036738U 2000-12-28 2000-12-28 Structure for surface protection layer of concrete construction KR200226637Y1 (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100631485B1 (en) * 2006-03-27 2006-10-09 세기하이테크건설 주식회사 Fast curing coating layer formation method for enhanced durability and preventing neutralization and salt damage of concrete structure and steel structure
KR100688468B1 (en) * 2006-04-04 2007-03-02 (주)성우이앤씨 Method for waterproofing and repairing crack of concrete structure and using device thereof

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100631485B1 (en) * 2006-03-27 2006-10-09 세기하이테크건설 주식회사 Fast curing coating layer formation method for enhanced durability and preventing neutralization and salt damage of concrete structure and steel structure
KR100688468B1 (en) * 2006-04-04 2007-03-02 (주)성우이앤씨 Method for waterproofing and repairing crack of concrete structure and using device thereof

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