KR102066132B1 - A fiber reinforced blast resistance door - Google Patents

A fiber reinforced blast resistance door Download PDF

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KR102066132B1
KR102066132B1 KR1020190041907A KR20190041907A KR102066132B1 KR 102066132 B1 KR102066132 B1 KR 102066132B1 KR 1020190041907 A KR1020190041907 A KR 1020190041907A KR 20190041907 A KR20190041907 A KR 20190041907A KR 102066132 B1 KR102066132 B1 KR 102066132B1
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concrete
outer steel
steel sheets
explosion
fibers
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KR1020190041907A
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Korean (ko)
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금동철
김병진
심관보
이택성
금성호
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(주)동광기업
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    • EFIXED CONSTRUCTIONS
    • E06DOORS, WINDOWS, SHUTTERS, OR ROLLER BLINDS IN GENERAL; LADDERS
    • E06BFIXED OR MOVABLE CLOSURES FOR OPENINGS IN BUILDINGS, VEHICLES, FENCES OR LIKE ENCLOSURES IN GENERAL, e.g. DOORS, WINDOWS, BLINDS, GATES
    • E06B5/00Doors, windows, or like closures for special purposes; Border constructions therefor
    • E06B5/10Doors, windows, or like closures for special purposes; Border constructions therefor for protection against air-raid or other war-like action; for other protective purposes
    • E06B5/12Doors, windows, or like closures for special purposes; Border constructions therefor for protection against air-raid or other war-like action; for other protective purposes against air pressure, explosion, or gas
    • GPHYSICS
    • G21NUCLEAR PHYSICS; NUCLEAR ENGINEERING
    • G21CNUCLEAR REACTORS
    • G21C13/00Pressure vessels; Containment vessels; Containment in general

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  • Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Plasma & Fusion (AREA)
  • General Engineering & Computer Science (AREA)
  • High Energy & Nuclear Physics (AREA)
  • Securing Of Glass Panes Or The Like (AREA)
  • Special Wing (AREA)

Abstract

The present invention relates to an explosion-proof door reinforced with a steel sheet and fiber-reinforced concrete. The explosion-proof door includes: an inner steel sheet; an outer steel sheet spaced therefrom; lateral steel sheets (30) combined with lateral parts of the inner and outer steel sheets; and a concrete filling part (50) filling a space between the inner and outer steel sheets (10, 20). In order to prevent concrete from being peeled off from the inner and outer steel sheets due to explosion force, a plurality of engagement members (11, 21) protruding from the inner surface of one of the inner and outer steel sheets (10, 20) are formed to be engaged with the concrete (51) of the concrete filling part (50). Therefore, the concrete can be prevented from being peeled off from the inner and outer steel sheets through the engagement protrusions protruding from the inside of the inner and outer steel sheets, and further, reinforcement fibers included in concrete mortar along with rebars spaced at a predetermined distance from the inner and outer steel sheets can keep the concrete from being broken into small pieces by explosion pressure. Therefore, the durability of the explosion-proof door against bending and a tension cracking can be enhanced, and the penetration resistance to an explosive can be improved. Moreover, the peeling-off of the concrete coming into contact with the inner and outer steel sheets as well as the breakage of the front and rear sides thereof can be prevented, and the thickness and rebar volume of a concrete layer can be reduced. Therefore, the door can be lightened and production costs can be lowered.

Description

강판과 섬유보강 콘크리트로 보강된 합성구조의 방폭문{A FIBER REINFORCED BLAST RESISTANCE DOOR}Explosion-proof door of composite structure reinforced with steel plate and fiber reinforced concrete {A FIBER REINFORCED BLAST RESISTANCE DOOR}

본 발명은 방폭문에 관한 것으로, 특히 도어 내외측 강판들 사이에 충진된 섬유강화 콘크리트의 합성구조로 되어 폭발에 의한 충격으로 인하여 박리되는 전면파쇄와, 전달되는 충격력에 의해 내부의 콘크리트가 작은 조각들로 깨지는 후면 파쇄 현상 및 균열을 억제하여 내구성을 개선한 강판과 섬유보강 콘크리트로 보강된 합성구조의 방폭문에 관한 것이다. The present invention relates to an explosion-proof door, in particular, the composite structure of the fiber-reinforced concrete filled between the steel plates inside and outside the door, the front fragments peeled off due to the impact of the explosion, and the small pieces of concrete inside by the impact force transmitted The present invention relates to an explosion-proof door of a composite structure reinforced with a steel plate and fiber reinforced concrete which has improved durability by suppressing cracking and cracking of the back of the furnace.

일반적으로, 폭발물이 저장되는 탄약고 같은 군사시설, 원전 및 국가 주요시설 관련 구조물이나 대피소의 입출구용 도어는 테러나 직접 공격에 의한 폭발물의 폭발에 대하여 내부에 수용된 탄약이나 폭발물의 폭발 방지 또는 내부의 인명을 보호할 수 있도록 외부충격 및 폭발에 대한 저항성을 갖는 방폭 성능이 매우 중요하다. In general, the doors for entrances and exits of structures or shelters related to military installations, nuclear power plants and major national installations, such as ammunition, where explosives are stored, are intended to prevent explosion or explosives of ammunition or explosives contained therein against the explosion of explosives by terrorism or direct attack Explosion-proof performance with resistance to external shocks and explosions is very important for protection.

이러한 방폭 도어는 종래 도 1과 2에 도시된 바와 같이, 내외측의 강판(1) 내부에 콘크리트(2)를 충진시켜 형성하였으나, 방폭도어의 경량화와 원가절감 및 폭발력에 의해 콘크리트가 강판에서 박리되고 잘게 부서지거나 균열이 발생하여 내구성이 저하되는 문제가 있었다.The explosion-proof door is conventionally formed by filling the concrete (2) in the inner and outer steel sheet (1), as shown in Figures 1 and 2, but the concrete is peeled off from the steel sheet due to the weight of the explosion-proof door and cost reduction and explosion force There was a problem that the durability is reduced by being broken or cracking finely.

이와 같이 방폭도어의 내구성 개선을 위해, 국내 공개특허공보 제10-2016-0144554호(공개일자 2016년12월19일)에는 물, 결합재, 골재, 붙임 강섬유(bundle steel fiber) 및 유기섬유 다발(bundle type organic fiber)을 포함하는 모르타르를 성형하고, 습윤양생하여 유·무기 복합섬유를 이용한 고인성 복합 섬유보강 콘크리트의 제조방법이 개시되어 있다.In order to improve the durability of explosion-proof doors, Korean Patent Publication No. 10-2016-0144554 (published December 19, 2016) includes water, binders, aggregates, bundle steel fibers, and organic fiber bundles ( A method for producing high toughness composite fiber reinforced concrete using organic / inorganic composite fibers by molding and moisturizing a mortar including bundle type organic fibers) is disclosed.

다른 예로서, 국내 등록특허 제10-1818145호(등록일자 2018년01월08일)에는 강섬유가 혼입된 콘크리트부재로서, 구조물 외부의 폭발에 의해 인장력이 발생하는 영역에 상기 강섬유가 배치된 강섬유보강부를 포함하되, 방호 방폭용 콘크리트 부재는 철근이 조립설치된 벽체이고, 상기 벽체의 내측 영역에 상기 강섬유보강부가 형성된 방호 방폭용 콘크리트 부재 시공방법이 개시되어 있다. As another example, Korean Patent No. 10-1818145 (registration date January 08, 2018) is a concrete member in which steel fibers are mixed, and the steel fiber reinforcement in which the steel fibers are disposed in an area where tensile force is generated by an explosion outside the structure. Including a part, the protective explosion-proof concrete member is a wall of the reinforcing bar is assembled, the protective explosion-proof concrete member construction method in which the steel fiber reinforcement is formed in the inner region of the wall is disclosed.

그러나, 상기한 종래 기술에서 강섬유에 의해 보강된 방폭용 콘크리트의 경우 폭발압에 의해 콘크리트조각들이 비산되어 인명이 살상당하는 문제가 있으며, 외측에 강판을 설치하더라도 내부의 콘크리트가 강판에서 박리되거나 균열이 발생되어 내구성이 저하되는 문제가 있었다.However, the explosion-proof concrete reinforced by steel fibers in the above-described prior art has a problem in which concrete fragments are scattered due to explosion pressure, which may cause death, and even when steel plates are installed on the outside, the concrete inside may be peeled off or cracked. There was a problem that the durability is reduced.

국내 공개특허공보 제10-2016-0144554호(공개일자 2016년12월19일)Korean Laid-Open Patent Publication No. 10-2016-0144554 (published December 19, 2016) 국내 등록특허 제10-1818145호(등록일자 2018년01월08일)Domestic Patent No. 10-1818145 (Registration date Jan. 08, 2018)

본 발명의 목적은 상기한 종래 기술의 방폭도어에 대한 문제점을 해결하기 위하여, 내외측의 강판들 사이에 섬유강화 철근콘크리트를 매설하되, 폭발압에도 내외측 강판들에 대해 내부의 콘크리트가 박리되지 않고, 내부의 콘크리트가 잘게 부서지지 않도록 보강되어 균열이 억제되어 내구성이 향상된 강판과 섬유보강 콘크리트로 보강된 합성구조의 방폭문을 제공하는 것이다.An object of the present invention, in order to solve the problems of the explosion-proof door of the prior art, while embedding the fiber-reinforced reinforced concrete between the inner and outer steel sheets, the concrete inside the inner and outer steel sheet is not peeled off even under explosion pressure In addition, it is to provide a explosion-proof door of the composite structure reinforced with steel sheet and fiber reinforced concrete, which is reinforced with reinforced concrete so that cracks are suppressed so as not to be broken finely.

상기한 목적을 달성하기 위하여, 본 발명에 의한 강판과 섬유보강 콘크리트로 보강된 합성구조의 방폭문은, 내측 강판과, 그로 부터 이격된 외측 강판, 상기 내외측 강판들의 측부들에 결합되는 측부강판들 및 상기 내외측 강판들 사이에 충진되는 콘크리트 충진부를 구비하는 방폭도어에 있어서,In order to achieve the above object, the explosion-proof door of the composite structure reinforced with steel sheet and fiber reinforced concrete according to the present invention, the inner steel sheet, the outer steel sheet spaced therefrom, the side steel plate is coupled to the sides of the inner and outer steel sheets In the explosion-proof door having a concrete filling portion filled between the inner and outer steel sheet,

폭발력에 의해 내외측 강판들로 부터 콘크리트가 박리되는 것을 방지하도록 상기 내외측 강판들중 적어도 어느 하나의 강판의 내측면에서 일체로 돌출된 다수의 맞물림부재들이 형성되어 상기 콘크리트 충진부의 콘크리트와 맞물리도록 된 것을 특징으로 하여 구성된다.In order to prevent the concrete from being separated from the inner and outer steel sheets by the explosive force, a plurality of engaging members protruding integrally from the inner surface of at least one of the inner and outer steel sheets are formed to engage with the concrete of the concrete filling part. It is characterized by the above-mentioned.

상기 콘크리트 충진부는 내외측 강판들 사이에 철근이 배근된 상태로 콘크리트가 타설되며, 상기 철근은 내외측 강판들 각각으로 부터 미리 설정된 간격으로 각각 이격된 위치에서 격자형태로 철근들이 일정 간격으로 이격되어 설치된다.The concrete filling part is placed in the concrete reinforcement state between the inner and outer steel plates, the reinforcing bars are spaced apart at regular intervals in a lattice form at positions spaced apart from each other at predetermined intervals from the inner and outer steel sheets Is installed.

상기 맞물림부재들은 내외측 강판들 사이에 충진되는 충진부의 콘크리트와 맞물리도록 자유단부에서 폭이 확장된 것이 바람직하다.The engaging members are preferably extended in width at the free end to engage with the concrete of the filling portion filled between the inner and outer steel sheets.

또한, 상기 콘크리트 충진부는 콘크리트 조성물에 콘크리트 보강섬유사를 혼합하여 타설되어 형성되며, 상기 보강섬유사는 강섬유, 나일론섬유, 폴리프로필렌섬유, PVA섬유, 셀룰로오스섬유, PET섬유들중에서 선택된 어느 하나로 부터 형성될 수 있다.In addition, the concrete filling part is formed by pouring concrete reinforcing fiber yarn in the concrete composition, the reinforcing fiber yarn is formed from any one selected from steel fibers, nylon fibers, polypropylene fibers, PVA fibers, cellulose fibers, PET fibers Can be.

본 발명에 의한 강판과 섬유보강 콘크리트로 보강된 합성구조의 방폭문은 내외측의 강판들의 내측에 돌출되게 형성된 다수의 물림돌기들에 의해 내외측 강판들에 대해 내부의 콘크리트가 박리되지 않으며, 내외측 강판들에서 소정 간격으로 이격되게 배설된 철근들과 함께 콘크리트 몰탈에 포함된 보강섬유에 의해 콘크리트가 폭발압에 대해 잘게 부서지지 않아 폭발력에 의한 방폭도어의 휨과 인장균열에 대한 내구성이 향상되고, 폭탄의 관입저항이 향상되며, 폭발시에 내외측 강판과 접한 콘크리트의 박리 및 전후면파쇄 현상이 방지되는 효과와 더불어 균열이 억제되며, 콘크리트층의 두께와 철근량이 감소되어 경량화와 원가를 절감할 수 있는 효과가 있다.The explosion-proof door of the composite structure reinforced with the steel sheet and the fiber reinforced concrete according to the present invention does not peel off the concrete inside and outside the steel sheet by a plurality of biting protrusions formed to protrude inside the inner and outer steel sheets, The reinforcing fibers included in the concrete mortar together with the reinforcing bars that are spaced apart at predetermined intervals from the outer steel sheets prevent the concrete from being crushed finely against the explosion pressure, thereby improving the durability of the explosion-proof door bending and tensile cracking due to the explosive force. In addition, the penetration resistance of the bomb is improved, cracking is suppressed, and the thickness of the concrete layer and the amount of rebar are reduced, and the weight is reduced and the cost is reduced. There is an effect that can be done.

도 1은 종래 방폭도어의 일부분이 절개되어 분해된 상태의 정면도.
도 2는 도 1의 방폭도어의 단면도.
도 3은 본 발명에 의한 강판과 섬유보강 콘크리트로 보강된 합성구조의 방폭문의 개략적인 분해사시도.
도 4는 도 3의 방폭도어가 조립되고 내부에 철근을 배근하고 콘크리트로 충진시킨 것을 보여주는 부분적으로 단면이 표시된 정면도.
도 5는 도 4에서 부분적으로 확대되어 도시된, 단면도
1 is a front view of a state in which a part of a conventional explosion-proof door is cut open and disassembled.
2 is a cross-sectional view of the explosion-proof door of FIG.
Figure 3 is a schematic exploded perspective view of the explosion-proof door of the composite structure reinforced with steel sheet and fiber reinforced concrete according to the present invention.
Figure 4 is a front view with a partially cross-sectional view showing that the explosion-proof door of Figure 3 is assembled and reinforced with reinforcing bars inside and filled with concrete.
FIG. 5 is a sectional view, partially enlarged in FIG. 4; FIG.

이하에서는 본 발명의 강판과 섬유보강 콘크리트로 보강된 합성구조의 방폭문 실시예를 도시한 첨부 도면을 참고하여 본 발명을 보다 상세히 설명하기로 한다.Hereinafter, with reference to the accompanying drawings showing an embodiment of the explosion-proof door of the composite structure reinforced with steel sheet and fiber reinforced concrete of the present invention will be described in more detail the present invention.

도 3 내지 5에 있어서, 본 발명에 의한 강판과 섬유보강 콘크리트로 보강된 합성구조의 방폭문은, 외측 강판(10)과, 그로 부터 이격된 내측 강판(20), 상기 내외측 강판(10,20)들의 측부들에 결합되는 측부강판(30)들 및 상기 내외측 강판(10,20)들 사이에 충진되는 보강섬유로 강화된 콘크리트 충진부(50)를 포함한다.3 to 5, the explosion-proof door of the composite structure reinforced by the steel sheet and the fiber reinforced concrete according to the present invention, the outer steel sheet 10, the inner steel sheet 20 spaced therefrom, the inner and outer steel sheet (10, Side steel plates 30 coupled to the sides of the 20 and the concrete filling section 50 reinforced with reinforcing fibers filled between the inner and outer steel sheets (10, 20).

상기 내측 강판(20)의 상하측 단부와 양측부 강판(30)의 측단부는 절곡된 다음 다시 절곡된 플랜지(22,23,31)가 형성되고, 상기 측부 강판(30)의 단부로 외측 강판(10)이 상기 플랜지들에 접합되어 밀폐된다.The upper and lower ends of the inner steel sheet 20 and the side ends of both side steel sheets 30 are bent and then bent again to form flanges 22, 23, and 31, and the outer steel sheet to the ends of the side steel sheets 30. 10 is joined to the flanges and sealed.

상기 콘크리트 충진부(50)는 내외측 강판(10,20)들 사이에 철근(40)이 배근된 상태로 콘크리트가 타설되어 형성된다.The concrete filling unit 50 is formed by pouring concrete in a state in which the reinforcing bar 40 is disposed between the inner and outer steel sheets 10 and 20.

상기 철근은 도 3과 5에 도시된 바와 같이, 내외측 강판(10,20)들 각각으로 부터 미리 설정된 간격으로 각각 이격된 위치에서 격자형태로 철근(40)들이 일정 간격으로 이격되어 설치된 상태에서 콘크리트(51)가 충진되어 형성된다.3 and 5, in the state where the reinforcing bars 40 are spaced apart at regular intervals in a lattice form at positions spaced apart from each of the inner and outer steel sheets 10 and 20 at predetermined intervals, respectively, as shown in FIGS. Concrete 51 is filled is formed.

상기 내외측 강판(10,20)들중 적어도 어느 하나의 강판의 내측면에서 일체로 돌출된 다수의 맞물림부재(11,21)들이 형성되며, 도시된 실시예에서는 내외측 강판(10,20)들의 내측면들에서 다수의 맞물림부재(11,21)들이 서로 비켜서 배치되게 형성되는 것이 바람직하다.A plurality of engagement members 11 and 21 protruding integrally from the inner surface of at least one of the inner and outer steel sheets 10 and 20 are formed, and in the illustrated embodiment, the inner and outer steel sheets 10 and 20. It is preferable that the plurality of engaging members 11 and 21 are formed to be disposed away from each other on the inner surfaces of the teeth.

상기 맞물림부재(11,21)들의 자유단부는 직경 또는 폭이 확장되어서 내외측 강판(10,20)들 사이에 충진되는 콘크리트 충진부(50)의 콘크리트(51)와 맞물려서 폭발력에 의해 콘크리트 표면이 깨져서 내외측 강판들로 부터 콘크리트가 박리되지 않도록 지지한다.The free ends of the engaging members 11 and 21 are expanded in diameter or width so as to be engaged with the concrete 51 of the concrete filling part 50 filled between the inner and outer steel sheets 10 and 20 so that the concrete surface may be exploded. It is broken to support concrete from peeling off from the inner and outer steel sheets.

또한, 상기 콘크리트 충진부(50)는 콘크리트 조성물에 콘크리트 보강섬유사(53)를 혼합하여 타설함으로써, 콘크리트의 균열, 폭발력에 의해 작은 조각들로 파쇄되는 것을 방지하는 것이 바람직하다. 상기 보강섬유사는 예를들어 강섬유, 나일론섬유, 폴리프로필렌섬유, PVA섬유, 셀룰로오스섬유, PET섬유들중에서 선택된 어느 하나로 부터 형성될 수 있다. 상기한 보강섬유사는 콘크리트 골재와 함께 충진되어 균일하게 믹싱되는 것이 바람직하다. In addition, the concrete filling unit 50 is mixed by placing the concrete reinforcing fiber yarn 53 in the concrete composition, it is preferable to prevent being broken into small pieces by the crack, explosion force of the concrete. For example, the reinforcing fiber yarns may be formed from any one selected from steel fibers, nylon fibers, polypropylene fibers, PVA fibers, cellulose fibers, and PET fibers. The reinforcing fiber yarns are preferably filled with concrete aggregate and mixed uniformly.

본 발명에 따라 내외측 강판들의 내측면들 각각에 돌출되어 형성된 맞물림부재(11,21)들에 의해 콘크리트와 맞물림되고 내외측 강판들 사이에 철근이 배근된 상태에서 콘크리트가 보강섬유사가 혼합된 상태로 충진된 강판과 섬유강화 콘크리트 합성구조로 구성됨으로써, 폭발력에 의한 방폭도어의 휨과 인장균열이 최소화되고, 폭발시 발생되는 충격하중에 의해 외측 강판과 대향된 콘크리트 전면이 깨지고 박리되는 전면파쇄와, 그 충격이 후면으로 전달되어 내측 강판과 대향된 콘크리트 후면까지 후면 파쇄 현상이 방지되고, 폭탄의 관입 저항이 크게 향상되며, 이와 같이 폭발력에 대한 내충격성 및 내구성이 향상되어 종래와 비교하여 상대적으로 콘크리트 두께를 얇게 하고 철근량을 감소시킬 수 있어 방폭도어의 경량화와 원가 절감 효과를 얻을 수 있다.In accordance with the present invention, the concrete is mixed with the reinforcing fiber yarns in the state where the reinforcing bar is reinforced between the inner and outer steel plates by the engaging members 11 and 21 formed to protrude on each of the inner surfaces of the inner and outer steel sheets. Composed of steel plate and fiber reinforced concrete composite structure, it minimizes warpage and tensile crack of explosion-proof door due to explosive force, and front fracture that breaks and peels off the concrete surface facing outer steel plate by impact load generated during explosion. The impact is transmitted to the rear side to prevent the rear fracture phenomenon up to the concrete rear surface facing the inner steel plate, and the penetration resistance of the bomb is greatly improved, and thus the impact resistance and durability against the explosive force are improved, so that it is relatively By reducing the thickness of the concrete and reducing the amount of rebar, the weight of the explosion-proof door can be reduced and the cost can be reduced. There.

본 발명은 내충격 및 내폭발력에 대한 내구성이 필요한 방호 및 방폭 도어에 이용될 수 있다.The present invention can be used in protective and explosion-proof doors that require durability against impact and explosion-proof.

10,20,30 : 강판 11,21 : 맞물림부재
40 : 철근 50 : 충진부
51 : 콘크리트 53 : 보강섬유사
10,20,30: steel plate 11,21: engaging member
40: rebar 50: filling part
51 concrete 53 reinforced fiber yarn

Claims (4)

외측 강판(10)과, 그로 부터 이격된 내측 강판(20), 상기 내외측 강판(10,20)들의 측부들에 결합되는 측부강판(30)들 및 상기 내외측 강판(10,20)들 사이에 철근(40)이 배근된 상태로 콘크리트 보강섬유사(53)를 혼합한 콘크리트가 타설되어 충진되는 콘크리트 충진부(50)를 구비하며, 상기 철근은 내외측 강판(10,20)들 각각으로 부터 미리 설정된 간격으로 각각 이격된 위치에서 격자형태로 철근(40)들이 일정 간격으로 이격되어 설치되는, 강판과 섬유강화 콘크리트 합성구조의 방폭도어에 있어서,
폭발력에 의해 내외측 강판들로 부터 콘크리트가 박리되는 것을 방지하도록, 상기 내외측 강판(10,20)들 각각의 내측면들에서 돌출되어 내외측 강판들에서 배근된 철근(40) 높이 까지 연장되며, 충진부(50)의 콘크리트(51)와 맞물리도록 자유단부에서 폭이 확장된 다수의 맞물림부재(11,21)들이 형성된 것을 특징으로 하는 강판과 섬유보강 콘크리트로 보강된 합성구조의 방폭문.
Between the outer steel sheet 10, the inner steel sheet 20 spaced therefrom, the side steel plates 30 coupled to the sides of the inner and outer steel sheets 10 and 20, and the inner and outer steel sheets 10 and 20. In the state in which the reinforcing bar 40 is disposed in the concrete reinforcing fiber yarns (53) mixed with concrete is poured into the concrete filling unit 50 is filled, the reinforcing bars are each of the inner and outer steel sheets (10, 20) In the explosion-proof door of the steel plate and fiber-reinforced concrete composite structure is installed at intervals spaced apart at predetermined intervals from the reinforcing bars 40 are installed at regular intervals,
Protrude from the inner surfaces of each of the inner and outer steel sheets 10 and 20 so as to prevent the concrete from being peeled off from the inner and outer steel sheets by the explosive force and extend up to the height of the reinforcing bar 40 which is disposed in the inner and outer steel sheets. , Explosion-proof door of the composite structure reinforced with a steel plate and fiber reinforced concrete, characterized in that a plurality of engaging members (11, 21) of the width is extended at the free end to be engaged with the concrete (51) of the filling section (50).
삭제delete 삭제delete 제 1항에 있어서,
상기 보강섬유사(53)는 강섬유, 나일론섬유, 폴리프로필렌섬유, PVA섬유, 셀룰로오스섬유, PET섬유들중에서 선택된 어느 하나로 부터 형성된 것을 특징으로 하는 강판과 섬유보강 콘크리트로 보강된 합성구조의 방폭문.
The method of claim 1,
The reinforcing fiber yarn 53 is explosion-proof door of a synthetic structure reinforced with steel sheet and fiber reinforced concrete, characterized in that formed from any one selected from steel fibers, nylon fibers, polypropylene fibers, PVA fibers, cellulose fibers, PET fibers.
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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111963025A (en) * 2020-07-29 2020-11-20 浙江澳通人防设备有限公司 Sound-proof explosion-proof type civil air defense door
AT523183A4 (en) * 2020-04-02 2021-06-15 Biprotec Gmbh FIRE DOOR
CN115012786A (en) * 2022-06-22 2022-09-06 杭州钱江人防设备有限公司 Lightweight reinforced concrete sealing door and manufacturing method thereof

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016080359A (en) * 2014-10-09 2016-05-16 三菱重工業株式会社 Nuclear facility and reinforcement method of nuclear facility outer wall
KR20160144554A (en) 2015-06-08 2016-12-19 청주대학교 산학협력단 Method for preparing high strength composite fibers reinforced concrete used for organic and inorganic combined fibers and anti-spalling fibers reinforced concrete manufactured thereby
KR101800848B1 (en) * 2017-07-19 2017-11-23 도시인더스트리(주) Retractable type prevention of explosion spparatus for security facilities
KR101818145B1 (en) 2016-04-04 2018-01-12 주식회사 포스코건설 Concrete structure for protective and blast resistant and construction method thereof

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016080359A (en) * 2014-10-09 2016-05-16 三菱重工業株式会社 Nuclear facility and reinforcement method of nuclear facility outer wall
KR20160144554A (en) 2015-06-08 2016-12-19 청주대학교 산학협력단 Method for preparing high strength composite fibers reinforced concrete used for organic and inorganic combined fibers and anti-spalling fibers reinforced concrete manufactured thereby
KR101818145B1 (en) 2016-04-04 2018-01-12 주식회사 포스코건설 Concrete structure for protective and blast resistant and construction method thereof
KR101800848B1 (en) * 2017-07-19 2017-11-23 도시인더스트리(주) Retractable type prevention of explosion spparatus for security facilities

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT523183A4 (en) * 2020-04-02 2021-06-15 Biprotec Gmbh FIRE DOOR
AT523183B1 (en) * 2020-04-02 2021-06-15 Biprotec Gmbh FIRE DOOR
CN111963025A (en) * 2020-07-29 2020-11-20 浙江澳通人防设备有限公司 Sound-proof explosion-proof type civil air defense door
CN111963025B (en) * 2020-07-29 2021-07-13 浙江澳通人防设备有限公司 Sound-proof explosion-proof type civil air defense door
CN115012786A (en) * 2022-06-22 2022-09-06 杭州钱江人防设备有限公司 Lightweight reinforced concrete sealing door and manufacturing method thereof
CN115012786B (en) * 2022-06-22 2023-10-03 杭州钱江人防设备有限公司 Light reinforced concrete airtight door and manufacturing method thereof

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