KR20040052707A - The latticed steel- meshes of wave pattern by structures' shape and repairs - Google Patents

The latticed steel- meshes of wave pattern by structures' shape and repairs Download PDF

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Publication number
KR20040052707A
KR20040052707A KR1020040029736A KR20040029736A KR20040052707A KR 20040052707 A KR20040052707 A KR 20040052707A KR 1020040029736 A KR1020040029736 A KR 1020040029736A KR 20040029736 A KR20040029736 A KR 20040029736A KR 20040052707 A KR20040052707 A KR 20040052707A
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South Korea
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reinforcement
steel mesh
steel
lattice
repair
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KR1020040029736A
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Korean (ko)
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최만석
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(주)영광산업개발
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Priority to KR1020040029736A priority Critical patent/KR20040052707A/en
Publication of KR20040052707A publication Critical patent/KR20040052707A/en

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    • C—CHEMISTRY; METALLURGY
    • C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00—Treatment of water, waste water, or sewage
    • C02F1/38—Treatment of water, waste water, or sewage by centrifugal separation
    • C02F1/385—Treatment of water, waste water, or sewage by centrifugal separation by centrifuging suspensions
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01D—SEPARATION
    • B01D21/00—Separation of suspended solid particles from liquids by sedimentation
    • B01D21/0039—Settling tanks provided with contact surfaces, e.g. baffles, particles
    • C—CHEMISTRY; METALLURGY
    • C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00—Treatment of water, waste water, or sewage
    • C02F1/001—Processes for the treatment of water whereby the filtration technique is of importance
    • C—CHEMISTRY; METALLURGY
    • C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00—Treatment of water, waste water, or sewage
    • C02F1/40—Devices for separating or removing fatty or oily substances or similar floating material
    • C—CHEMISTRY; METALLURGY
    • C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00—Treatment of water, waste water, or sewage
    • C02F1/52—Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities
    • C—CHEMISTRY; METALLURGY
    • C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00—Treatment of water, waste water, or sewage
    • C02F2001/007—Processes including a sedimentation step

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  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Hydrology & Water Resources (AREA)
  • Environmental & Geological Engineering (AREA)
  • Water Supply & Treatment (AREA)
  • Organic Chemistry (AREA)
  • Analytical Chemistry (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Mechanical Engineering (AREA)
  • Reinforcement Elements For Buildings (AREA)

Abstract

PURPOSE: A repair method using a latticed steel mesh reinforcement by fitting the outward form of a repair structure is provided to reduce the time of works, to prevent transformation by impact and change, and to increase work efficiency and the whole strength. CONSTITUTION: The repair method using a latticed steel mesh reinforcement by fitting the outward form of a repair structure comprises the steps of: manufacturing a wavy latticed steel mesh(100) to coincide with the shape and size of the object of reinforcement(600); fixing a steel mesh(100) to the object of reinforcement(600) using an anchor bolt(50); coupling a latticed steel mesh(100) to the corner or the end using a connecting-reinforcing plate(200) and connecting whole reinforcements in one flexibly; and placing filler(700) in a space of the latticed steel mesh(100) and the connecting-reinforcing plate(200) and to the end of the anchor bolt(50).

Description

보수구조물 외형 맞춤식 파형(波形)의 격자 스틸 메시 보강재 및 보수공법 {The latticed steel- meshes of wave pattern by structures' shape and repairs}The lattice steel mesh of wave pattern by structures' shape and repairs

본 발명은 콘크리트 구조물의 크기, 두께나 모양, 형태에 제한을 받지 않으면서, 건축물의 벽, 바닥, 천장, 다운라이트 전등의 보강대, 교각구조물, 상하수도, 각종 빔 등 모든 구조물에 설치가 용이하면서, 전제적인 강도를 증진시킬 수 있도록 하는 파형의 격자 스틸 메시 보강재 및 보수공법에 관한 것이다.The present invention is not limited to the size, thickness or shape, shape of the concrete structure, while easy to install on all structures such as walls, floors, ceilings, reinforcement of downlight lamps, bridge structures, water and sewage, various beams, It relates to corrugated steel mesh reinforcement and repair methods that allow to increase the overall strength.

통상적으로 토목, 건축용으로 구축된 각종 콘크리트 구조물은 외부환경에 그대로 노출되어 있어 각종 산성비, 매연 등의 오염물질에 화학반응을 일으켜 시간의 경과에 따라 점차 콘크리트는 중성화(탄성화), 동해(凍害), 염해(鹽害) 등으로 노후화현상이 발생하여 강도는 크게 떨어지게 되어 이에 대한 진단과 점검 등을 통하여 적정한 보수보강 작업을 실시해야 한다.In general, various concrete structures built for civil engineering and construction are exposed to the external environment, causing chemical reactions to various pollutants such as acid rain and soot, and the concrete gradually neutralizes (elasticizes) and the East Sea over time. Aging may occur due to salt, salt, etc., and the strength may drop significantly. Therefore, proper maintenance and repair work should be performed through diagnosis and inspection.

종래의 선행기술들을 살펴보면,Looking at the prior art,

출원번호 20-2002-0000561은 건축용 내/외장재인 패널의 보강부재에 있어서, 소정 크기를 가진 직사각형의 케이스틀과, 상기 케이스틀내에 구비되며 소정 크기의 벌집격자를 다수개 형성한 하니콤부재와, 상기 하니콤부재의 다수의 벌집격자를 관통하여 상기 케이스틀의 양단에 고정되는 고정와이어와, 상기 하니콤부재의 소정 벌집격자에 삽입고정되며 일측에 소정 볼트가 삽입관통되는 볼트삽입홀이 형성된 볼트삽입편과, 상기 볼트삽입편에 소정 볼트로 결합되는 패널고정부재와, 상기 패널고정부재가 삽입고정되는 고정베이스부재로 구성되어 이루어지는 것을 특징으로 한다.Application No. 20-2002-0000561 relates to a reinforcing member of a panel, which is an interior / exterior material for building, comprising a rectangular case frame having a predetermined size, a honeycomb member provided in the case frame and having a plurality of honeycomb gratings having a predetermined size; A fixed wire fixed to both ends of the case frame through a plurality of honeycomb gratings of the honeycomb member, and a bolt insertion hole formed at a predetermined honeycomb grating of the honeycomb member and having a predetermined bolt inserted therethrough. And a bolt insertion piece, a panel fixing member coupled to the bolt insertion piece by a predetermined bolt, and a fixed base member into which the panel fixing member is inserted and fixed.

출원번호 10-2002-0042823은 와이어로프와 스프링을 복합한 콘크리트 구조물용 보강재 및 그것을 이용한 콘크리트 구조물의 보수보강공법에 관한 것으로, 특히 쇼트피닝(shot peening) 처리를 한 스테인리스 스프링 와이어의 강성과 와이어로프의 강한 인정력 및 턴버클의 개별 조임을 이용하여 보강재의 확실한 긴장력을 확보하고 모르타르 충진재와의 결합력을 향상시켜 콘크리트 구조물의 안정성을 최대한 증진시킬 수 있도록 하는 것으로, 양측 단분에 원형을 이루면서 폐쇄된 일 ? 타측 고리부를 형성하고 있는 와이어로프; 상기 와이어로프의 바깥 둘레를 따라 코일 형태로 감겨져 그 양측 단부가 상기 와이어로프의 양측 단부에 고정되고, 하중에 대응하여 압축응력을 가하는 스프링 와이어; 상기 와이어로프의 타측 고리부에 결속되며, 그 자유단부에 원형링부가 형성되고, 길이가 신축되는 것을 특징으로 하는 콘크리트 구조물용 보강재를 제공하며, 상기 보강재를 이용한 콘크리트 구조물의 보수보강공법을 제공한다.Application No. 10-2002-0042823 relates to a reinforcement for concrete structures in which wire ropes and springs are combined, and a repair and reinforcing method for concrete structures using the same, in particular, the rigidity and wire rope of stainless steel spring wires which have been shot peening. It is possible to secure the tension of the reinforcement by using strong recognition force and individual fastening of the turnbuckle and to improve the stability of the concrete structure by improving the bonding force with the mortar filler. A wire rope forming the other ring portion; A spring wire wound in the form of a coil along an outer circumference of the wire rope and fixed at both ends of the wire rope to apply compressive stress in response to a load; It is bound to the other ring portion of the wire rope, and a circular ring portion is formed at its free end, provides a reinforcement for the concrete structure, characterized in that the length is stretched, and provides a reinforcing reinforcement method of the concrete structure using the reinforcement. .

출원번호 10-2001-0002212는 철근이 노출된 콘크리트구조물의 결함부 재생보수 공법으로, 내부철근의 노출 표면탈락부에서 철근에 발생한 녹을 제거하여 방식효과를 높여주고 중성화가 진행된 주변부 콘크리트를 초기와 같은 정도의 알칼리성으로 회복해줌과 동시에 탈락부위를 간단한 방법으로 복구하고 이후 내구력을 저하시키는 유해이온의 이동과 수분의 침투를 억제하여 내구성을 향상시킬 수 있도록한 보강법에 관한 것이다.Application No. 10-2001-0002212 is a rehabilitation repair method for the exposed concrete structure of rebar, which removes the rust generated in the rebar from the exposed surface drop of the internal reinforcing bar to enhance the anticorrosive effect and neutralize the surrounding concrete. The present invention relates to a reinforcement method that improves durability by restoring the alkalinity to a degree and at the same time restoring the dropping part by a simple method and inhibiting the movement of harmful ions and the penetration of water, which reduce durability.

이상 살펴본 바와 같이 콘크리트 구조물의 보수보강을 위한 보강재와 보강방법에 대한 다양한 개발이 진행되어 왔으나, 어떠한 콘크리트 구조물의 보수보강에도 활용이 가능하고, 짧은 시간 내에 용이하게 보수보강이 가능하면서 모서리부의 보수가 완벽하게 이루어질 수 있는 더욱 강도(强度) 높은 보강재에 관한 개발이 절실히 요구되고 있다.As described above, various developments have been made on reinforcement materials and reinforcement methods for reinforcement of concrete structures, but they can be used for reinforcement of any concrete structure, and can be easily reinforced in a short time, There is an urgent need for the development of more rigid reinforcements that can be made perfectly.

이에 본 발명에서는 콘크리트 구조물의 보강재로서 충진재가 삽입되는 공간을 미리 틀로 만들어 구성하기 위한 보강재와 공법으로서 보강법이 한결 쉬워 공정시간이 단축될 수 있으며 모르타르(mortar), 실리콘(silicon) 등 충진재의 마감이 훨씬 견고하게 될 수 있도록, 강철재의 스틸 바(steel bar)를 파형(波形)으로 제조하고, 상기 파형의 스틸와이어를 격자형으로 구조화시켜 메시(mesh) 형태로 구성하고, 꺽임부나 각이지는 부분은 연결보강판을 통하여 구성하여 스틸바를 연결시킴으로 상기의 파형의 격자 스틸 메시를 사용하여 콘크리트 구조물을 보수보강하는 보강재와 그 공법에 그 기술적 과제를 두고 창안한 것이다.Therefore, in the present invention, the reinforcement method and the method of reinforcement for constructing the space into which the filler is inserted as a reinforcing material of the concrete structure in advance are made easier and the reinforcing method can be shortened, and the process time can be shortened. In order to make this much stronger, steel bars made of steel are made into a wave shape, and the steel wires of the wave are structured in a lattice form to form a mesh, and the bent portions or angles The part was created by connecting the steel bar by connecting through the reinforcing plate to the reinforcement for reinforcing the concrete structure using the above-described corrugated steel mesh and its technical problem in the construction method.

도 1은 본 발명의 스틸 메시의 정면도 및 단면도1 is a front view and a cross-sectional view of a steel mesh of the present invention

도 2는 본 발명의 스틸 메시의 사시도2 is a perspective view of a steel mesh of the present invention

도 3은 본 발명의 일 실시예를 보여주는 분해사시도Figure 3 is an exploded perspective view showing an embodiment of the present invention

도 4는 본 발명의 일 실시예를 보여주는 사시도4 is a perspective view showing one embodiment of the present invention

도 5는 본 발명의 공정완료 상태를 보여주는 정면도5 is a front view showing a process completion state of the present invention

도 6은 본 발명의 공정완료 상태를 보여주는 단면도6 is a cross-sectional view showing a process completion state of the present invention

■ 도면의 주요부분에 사용된 주요부호의 설명 ■■ Explanation of the major symbols used in the main parts of the drawings ■

100 : 파형의 격자 스틸 메시 200 : 메시보정강판100: lattice steel mesh 200: mesh correction steel sheet

50 : 앵커볼트 700 : 모르타르50: anchor bolt 700: mortar

도 1은 본 발명의 스틸 메시의 정면도 및 단면도이고, 도 2는 본 발명 스틸 메시의 사시도이며, 도 3은 본 발명의 일 실시예를 보여주는 분해사시도이고, 도 4는 본 발명의 일 실시예를 보여주는 사시도이며, 도 5는 본 발명의 공정완료 상태를 보여주는 정면도이고, 도 6은 본 발명의 공정완료 상태를 보여주는 단면도로서 본 발명을 상세히 설명하면 다음과 같다.1 is a front view and a cross-sectional view of a steel mesh of the present invention, Figure 2 is a perspective view of the steel mesh of the present invention, Figure 3 is an exploded perspective view showing an embodiment of the present invention, Figure 4 is an embodiment of the present invention 5 is a front view showing a process completion state of the present invention, Figure 6 is a cross-sectional view showing a process completion state of the present invention in detail as follows.

도 1, 2는 본 발명 파형의 격자 스틸 메시(100)의 전체적인 모습을 나타낸 것으로서, 우선 절단면이 원형인 강철 스틸 바(steel bar)(10)를 반복적인 상하 방향의 물결 형태로 제작하고; 상기 파형(波形)의 스틸 바(10)들을 상향곡선부와 하향곡선부가 번갈아지도록 일렬로 배열을 하고; 상기의 스틸 바(10)들과 직각방향으로 하여 또 다른 스틸 바(20)들을 상향곡선부는 하향곡선부와, 반대로 하향곡선부는 상향곡선부와 걸리도록 격자로 구성하고; 상기 격자로 맞물리는 스틸 바들 사이를 납땜 등의 방법으로 일체화시켜 제작하도록 한다. 통상적인 격자형의 스틸 메시(100)로서 파형으로 구성하는 별도의 이유는 없으며 직선형태의 스틸 바(10)를 보다 효율적으로 결합하기 위한 것으로 지지력의 차이가 발생할 수는 있으나, 직선형의 교차 스틸 메시(100)로 구성하여도 관계가 없다. 본 발명에서는 파형의 스틸 메시(100)를 예로서 설명한다.1 and 2 show the overall appearance of the lattice steel mesh 100 of the present invention waveform, first of all to produce a steel bar (steel bar 10) having a circular cut surface in a repeating vertical wave form; Arranging the corrugated steel bars 10 in a row so that an up curved portion and a down curved portion alternate; The steel bars 20 are arranged in a direction perpendicular to the steel bars 10, and the steel bars 20 are formed in a lattice such that the upward curve portion is caught by the downward curve portion and conversely, the downward curve portion is caught by the upward curve portion; The steel bars engaged with the lattice may be integrated by fabrication such as soldering. Conventional lattice steel mesh 100, there is no separate reason for the configuration of the wave form, and to combine the steel bar 10 of the linear shape more efficiently, there may be a difference in bearing capacity, but a straight cross steel mesh It does not matter even if it consists of 100. In the present invention, the steel mesh 100 of the waveform is described as an example.

보강이 필요한 구조물의 면적에 맞게 스틸 메시(100)를 구성하고, 각이 지거나, 모서리부분은 각을 가지는 연결보강판(200)을 구성, 납땜등으로 메쉬와 연결하여 양면의 스틸메시를 결합 시켜 다양한 형태로 전체적인 외형의 스틸메시의 구성이 가능한 것이다.Composing the steel mesh 100 according to the area of the structure that needs reinforcement, angled or corner portion of the connecting stiffener plate 200 having an angle, by connecting with the mesh by soldering, etc. to combine the steel mesh on both sides Steel mesh of overall appearance is possible in various forms.

상기의 방법으로 제작한 본 발명 파형의 격자 스틸 메시(100)는 파형의 스틸 바(10, 20)들을 엮어 격자로 구성한 형태의 특성상, 일자의 스틸 바로 구성된 보강재나 판형의 보강재에 비하여 강도가 훨씬 크고, 모르타르(mortar), 실리콘(silicon) 등의 충진재(700)의 투입 시 그물형의 보강재(100)의 사이사이를 채워가게 되어 콘크리트 보강물과 보강재, 충진재가 더욱 일체화 되어 완전한 보강구조를 이룰 수 있게 된다. 또한 보수가 필요한 부분의 모서리부나, 각이 있는 부분은 연결보강판(200)을 이용하여 격자 스틸 메시(100)를 연결하므로 모서리부 내에도 완벽한 보수공간이 형성되고 보강보수 충진재가 완벽하게 투입 충진되게 구성되므로 기존과 비교하여 모서리부분의 별도의 미장이 필요치 아니한 것이다.The grating steel mesh 100 of the present invention waveform formed by the above method is composed of a grid of steel bars (10, 20) of the corrugated form of the grid, the strength is much higher than the reinforcement of the steel bar or plate-shaped reinforcement of the date Large, filling the gap between the reinforcement 100 of the mesh when the filler 700, such as mortar (silicon), such as silicon (silicon) filling the concrete reinforcement and reinforcement, the filler is further integrated to achieve a complete reinforcement structure It becomes possible. In addition, the corner portion of the portion that needs to be repaired or the angled portion is connected to the grid steel mesh 100 using the connecting reinforcement plate 200, so that a perfect repair space is formed in the corner portion and the reinforcement repair filler is completely filled and filled. Since it is configured so that no separate plastering of the corner portion compared to the existing.

도 3은 본 발명의 바람직한 일 실시예로서 공정과정을 보여주고 있으며, 이를 통하여 보수공법을 설명하면,Figure 3 shows a process as an embodiment of the present invention, when explaining the repair method,

보강하려는 대상물(600)의 형상과 크기에 맞도록 각면과 면적이 일치하는 파형의 격자 스틸 메시(100)를 제작하여 보강대상물체(600)에 앵커볼트(50)로서 고정시키고; 대상물의 모서리부나 끝단부에는 연결보강판(200)을 이용하여 납땜등의 통상의 결합방법으로 파형의 격자 스틸 메시(100)를 결합하면서 유연하게 전체 보강재를 하나로 연결시키고; 충진재(700)를 파형의 격자 스틸메시(100) 및 연결보강판(200)내부 사이공간과 앵커볼트(50) 끝부분까지 채워 넣게 된다.A grating steel mesh 100 having a waveform corresponding to each surface and an area thereof is made to fit the shape and size of the object 600 to be reinforced and fixed to the reinforcement object 600 as an anchor bolt 50; To the edge portion or the end of the object using a connecting reinforcing plate 200, while connecting the grating steel mesh 100 of the waveform in a conventional bonding method such as soldering flexibly connecting the entire reinforcement as one; Filler 700 is filled up to the end of the space between the grid grating steel mesh 100 and the connecting reinforcement plate 200 and the anchor bolt 50.

도 5, 6, 7은 바람직한 일실시 예로서 공정이 완료된 상태를 나타내는 사시도, 정면도, 평면도이다. 기초볼트(50)를 파형의 격자 스틸 메시(100)의 스틸 바에 의해 격자로 만나는 부분마다 설치하여 보강하려는 콘크리트 구조물과 단단히 고정하고, 충진재를 채워 마감한 상태를 확인할 수 있다.5, 6 and 7 are a perspective view, a front view, and a plan view showing a state in which a process is completed as a preferred embodiment. The foundation bolt 50 is installed at every part where the grid bar meets the lattice by the steel bar of the corrugated steel mesh 100 so as to be firmly fixed to the concrete structure to be reinforced and filled with filler to confirm the finished state.

이상에서 설명한 바와 같이 본 발명 파형(波形)의 격자 스틸 메시(100)와 연결보강판(200)을 연결구성하여 구성된 보강재 및 보구공법을 통하여, 어떠한 크기와 두께, 모양과 형상의 보수대상물체에도 맞춤 제작으로 사용할 수 있으며, 외형틀을 만들어 고정부 내부로 충진하는 방법으로, 짧은 시간으로 보수보강이 필요한 부분을 쉽게 매움 처리함으로 외부미장작업이나 모서리부의 마무리 작업등에 소요되는 시간을 대폭 절약할 수 있어 작업의 효율성을 배가시킬 수 있을 뿐만 아니라 보수보강 후의 형태의 유지력이 좋고 외부환경변화나 충격에 변형이 적으며, 충진재의 마감이 용이하며 고정력이 우수하여 보다 높은 완성도를 이루는 등 그 효과가 다대한 발명이라 하겠다.As described above, through the reinforcement and the reinforcing method formed by connecting the corrugated grid steel mesh 100 and the connecting reinforcement plate 200 of the present invention, any size, thickness, shape and shape of the object to be repaired It can be used as a custom-made, filling the inside of the fixed part by making the outline frame, and easily fills the parts requiring repair and reinforcement in a short time, greatly reducing the time required for external finishing work or finishing of corners. It not only doubles the efficiency of work, but also maintains the shape after maintenance reinforcement, has little deformation in the external environment and impact, easy to finish the filling material, and has high fixing power, so that the effect is high. It is called an invention.

Claims (4)

보강이 필요한 구조물의 면적에 맞게 격자형의 스틸 메시(100)를 구성하고, 각이 지거나, 모서리부분은 각을 가지는 연결보강판(200)을 구성, 납땜 등으로 메쉬와 연결하여 면이 다른 쪽의 스틸메시들을 결합 시켜 구조물과 같은 형으로 구성되는 것을 포함하는 보수구조물 외형 맞춤식 파형(波形)의 격자 스틸 메시 보강재Form a grid-shaped steel mesh 100 according to the area of the structure that needs reinforcement, and the other side is connected to the mesh by forming, soldering, etc. connecting the connecting stiffening plate 200 having an angle or corners Reinforcement structure Custom corrugated lattice steel mesh stiffeners, including steel meshes of steel mesh 제 1항에 있어서,The method of claim 1, 스틸 메시(100)는 파형, 또는 직선형의 스틸 바(10)를 다수 이용하여 보수면의 면적과 일치하게 격자로 교차시켜 구성되는 것을 포함하는 보수구조물 외형 맞춤식 파형(波形)의 격자 스틸 메시 보강재Steel mesh 100 is a corrugated steel mesh reinforcement of the shape of the repair structure, including a wave or a straight steel bar 10 is formed by crossing the lattice to match the area of the repair surface. 보강하려는 대상물(600)의 형상과 크기에 맞도록 각면과 면적이 일치하는 파형의 격자 스틸 메시(100)를 제작하는 단계, 스틸 메시(100)를 보강대상물체(600)에 앵커볼트(50)로서 고정시키는 단계, 모서리부나 끝단부에는 연결보강판(200)을 이용하여 격자 스틸 메시(100)를 결합하면서 유연하게 전체 보강재를 하나로 연결시키는 단계, 충진재(700)를 파형의 격자 스틸메시(100) 및 연결보강판(200)내부 사이공간과 앵커볼트(50) 끝부분까지 채워 넣는 단계로 구성되는 것을 포함하는 보수구조물 외형 맞춤식 파형(波形)의 격자 스틸 메시 보강재를 이용한 보수공법A step of manufacturing a lattice steel mesh 100 having a waveform that corresponds to each surface and area to match the shape and size of the object 600 to be reinforced, anchor bolts 50 to the steel object 100 to the reinforcement object 600 As a step of fixing, the edge portion or the end portion of the lattice steel mesh 100 by using a connecting reinforcing plate 200, the step of flexibly connecting the entire reinforcement to one, the filler 700 to the lattice steel mesh of the waveform (100) Repair method using a lattice steel mesh reinforcement of the external appearance of the repair structure, including the step consisting of filling the space between the inner space and the end of the anchor bolt (50) and the connecting reinforcing plate (200) 제 3항에 있어서,The method of claim 3, wherein 모서리부나 끝단부에는 연결보강판(200)을 이용하여 각면의 격자 스틸 메시(100)를 결합하여 전체 보강재 만든 후에 앵커볼트(50)로서 고정시키는 것을 포함하는 보수구조물 외형 맞춤식 파형(波形)의 격자 스틸 메시 보강재를 이용한 보수공법At the corners or end portions of the reinforcing structure appearance custom waveform grating including bonding the grid steel mesh 100 on each side by using the connecting reinforcement plate 200, and then fixing the anchor bolt 50 after making the entire reinforcement. Repair method using steel mesh reinforcement
KR1020040029736A 2004-04-28 2004-04-28 The latticed steel- meshes of wave pattern by structures' shape and repairs KR20040052707A (en)

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KR100828003B1 (en) * 2006-12-18 2008-05-08 에스아이비(주) Reinforcing method of concrete structure
KR101586801B1 (en) 2015-09-17 2016-01-20 케이알엠건설 주식회사 Appatatus for rpair and reinforcement of concrete structure and method for rpair and reinforcement using the same
CN115370182A (en) * 2022-09-23 2022-11-22 福州大学 UHPC (ultra high performance polycarbonate) reinforcing method for improving bending strength by changing stress state of stone floor slab

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KR100828003B1 (en) * 2006-12-18 2008-05-08 에스아이비(주) Reinforcing method of concrete structure
KR101586801B1 (en) 2015-09-17 2016-01-20 케이알엠건설 주식회사 Appatatus for rpair and reinforcement of concrete structure and method for rpair and reinforcement using the same
CN115370182A (en) * 2022-09-23 2022-11-22 福州大学 UHPC (ultra high performance polycarbonate) reinforcing method for improving bending strength by changing stress state of stone floor slab

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