KR20210102018A - Non-anchored flooring block type system and construction method - Google Patents

Non-anchored flooring block type system and construction method Download PDF

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KR20210102018A
KR20210102018A KR1020200066081A KR20200066081A KR20210102018A KR 20210102018 A KR20210102018 A KR 20210102018A KR 1020200066081 A KR1020200066081 A KR 1020200066081A KR 20200066081 A KR20200066081 A KR 20200066081A KR 20210102018 A KR20210102018 A KR 20210102018A
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floor
construction
foundation
base
base member
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Korean (ko)
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이준기
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이준기
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04FFINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F15/00Flooring
    • E04F15/02Flooring or floor layers composed of a number of similar elements
    • E04F15/024Sectional false floors, e.g. computer floors
    • E04F15/02447Supporting structures
    • E04F15/02464Height adjustable elements for supporting the panels or a panel-supporting framework
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04FFINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F15/00Flooring
    • E04F15/02Flooring or floor layers composed of a number of similar elements
    • E04F15/022Flooring consisting of parquetry tiles on a non-rollable sub-layer of other material, e.g. board, concrete, cork
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04FFINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F15/00Flooring
    • E04F15/02Flooring or floor layers composed of a number of similar elements
    • E04F15/04Flooring or floor layers composed of a number of similar elements only of wood or with a top layer of wood, e.g. with wooden or metal connecting members
    • E04F15/041Flooring or floor layers composed of a number of similar elements only of wood or with a top layer of wood, e.g. with wooden or metal connecting members with a top layer of wood in combination with a lower layer of other material
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04FFINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F15/00Flooring
    • E04F15/22Resiliently-mounted floors, e.g. sprung floors

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Wood Science & Technology (AREA)
  • General Engineering & Computer Science (AREA)
  • Floor Finish (AREA)

Abstract

The present invention relates to a method for constructing an anchor-free floor block-type system, which does not use an anchor to prevent damage to the floor during construction and dismantlement while preventing movement by manufacturing a foundation member using data obtained by scanning the floor of a building structure in which the floor is to be installed. The method for constructing an anchor-free floor block-type system of the present invention comprises: a non-woven foundation fabric installed while covering an upper surface of a constructed floor; a foundation network formed in a mesh shape of a synthetic resin material to prevent the slipping while covering an upper part of the foundation fabric; a foundation member installed on an upper portion of the foundation network, formed with a bottom surface to correspond to the flattening, curve, and inclination of the constructed floor, and having an upper surface to be smoothly processed; a buffering member having low density at the center and high density along an edge at an upper portion of the foundation member; a reinforcing member having a cross section in a honeycomb shape to support a load and to reinforce the structural strength at an upper portion of the buffering member; and a floor member manufactured by selecting one of a laminate floor, a plywood floor, and a solid wood floor at an upper portion of the reinforcing member. When installing a floor block, damage to the floor is prevented and dismantlement and replacement are simple in a manner that an anchor is not installed on the floor of a structure.

Description

무앵커방식의 마루바닥 블록형 시스템의 시공방법{Non-anchored flooring block type system and construction method}Non-anchored flooring block type system and construction method

본 발명은 블록형 마루바닥 구조 및 시공방법에 관한 것으로서, 더욱 상세하게는 마루가 설치될 건축 구조물의 바닥을 손상시키지 않고 간편하게 시공 및 해체가능하도록 하는 주택, 사무실, 창고, 체육관 등의 바닥에 마루를 설치하는 건축업종, 인테리어업종, 마루시공업종에 적용할 수 있는 무앵커방식의 마루바닥 블록형 시스템의 시공방법에 관한 것이다. The present invention relates to a block-type flooring structure and a construction method, and more particularly, to a flooring in a house, office, warehouse, gym, etc., which can be easily constructed and dismantled without damaging the floor of a building structure on which the floor is to be installed. It relates to a construction method of an anchor-free flooring block type system that can be applied to the construction industry, interior industry, and flooring industry.

일반적으로 각종 건축물의 실내 마루바닥이나 벽면에는 시공된 콘크리트면을 장식하기 위하여 일반적인 형태의 장판지나 벽지로 도배하여 내부를 장식하는 것이 보편화 되어 있다.In general, it is common to decorate the interior flooring or walls of various buildings by painting the interior with a general type of cardboard or wallpaper to decorate the concrete surface.

생활수준의 향상으로 최근에는 주거문화를 향상시키도록 실내를 고급화하고 거주공간 전체를 자연스런 나무질감을 갖도록 하기 위하여 실내의 마루바닥이나 벽면에 별도의 마루판재나 벽재를 부착하여 목재의 나무질감을 그대로 표현하는 시공이 일반화되고 있다.Recently, with the improvement of living standards, in order to upgrade the interior to improve the residential culture and to have a natural wood texture for the entire living space, a separate floor board or wall material is attached to the indoor floor or wall to keep the wooden texture of the wood intact. Expressive construction is becoming common.

이러한 마루바닥을 구성하는 마루 바닥재는 그 재질에 따라 강화마루, 합판마루, 원목마루 등이 있으며, 강화마루는 삭편판이나 섬유판을 바탕재로 사용한 마루로써, 내마모도 내구성 내오염성이 강하고 유지 관리가 편리하다.The flooring materials composing the flooring include hardened flooring, plywood flooring, and solid wood flooring depending on the material. do.

특히 강화마루는 상부의 라미네이트층과 중간의 바탕재층 및 밑바닥에서부터의 습기를 차단하기 위한 하층부로 구성되어 있으며, 라미네이트 마루 또는 복합재 마루로 불리기도 한다.In particular, the reinforced flooring is composed of an upper laminate layer, an intermediate base material layer, and a lower layer to block moisture from the bottom, and is also called laminate flooring or composite flooring.

이러한 다양한 타입의 마루 바닥재는 가정용 마루 뿐만 아니라 교실, 체육관, 강당 등과 같은 공공 시설용 마루로 널리 이용되는데, 특히 공공 시설용 마루 바닥재는 충격 흡수성이 우수하여 스포츠센터나 교실 등의 바닥재로 많이 쓰인다These various types of flooring are widely used not only for home flooring but also for public facilities such as classrooms, gymnasiums, and auditoriums.

이하, 상기한 마루 바닥재 및 시공에 대하여 살펴보도록 한다.Hereinafter, we will look at the above-mentioned flooring material and construction.

종래의 마루 바닥재는 바닥에 앙카, 못 등의 체결부재를 이용하여 고정하는 기초부재와, 그 상부에 부착되는 목판재로 구성된다.The conventional flooring material is composed of a base member fixed to the floor using fastening members such as anchors and nails, and a wood board attached to the upper part.

상기 목판재의 일측 두 면에는 소정 길이로 돌출된 돌출부가 형성되고, 각각의 돌출부에 대응되는 목판재의 타측 두면에는 상기 돌출부에 부합하는 소정 깊이의 삽입홈이 형성된다.Protrusions protruding to a predetermined length are formed on one side of the two surfaces of the wood board, and insertion grooves with a predetermined depth corresponding to the projecting portions are formed on the other two surfaces of the wood board corresponding to the respective protrusions.

이러한 마루 바닥재를 건물 바닥에 시공하기 위해서는, 어느 하나의 목판재에 형성된 돌출부를 다른 하나의 목판재 삽입홈에 연이어 결합시킨다.In order to construct such a flooring material on a building floor, the protrusions formed on one of the wood boards are successively coupled to the other wood board insertion grooves.

즉, 목판재의 삽입홈에 이웃하는 목판재의 돌출부가 삽입되면서, 상호 간에 조립이 이루어짐으로써 마루 바닥 시공이 이루어지는 것이다.That is, as the protrusion of the adjacent wood board is inserted into the insertion groove of the wood board, assembling is made with each other to construct the flooring.

이때, 목판재의 둘레면에 돌출부 및 삽입홈이 형성되어 있으므로, 사방으로 목판재의 조립이 이루어질 수 있음은 이해 가능하다.At this time, since the protrusion and the insertion groove are formed on the circumferential surface of the wood board, it is understandable that the wood board can be assembled in all directions.

하지만, 상기한 종래의 마루 바닥재는 다음과 같은 문제가 있었다.However, the conventional flooring material described above has the following problems.

첫째, 목판재의 측방에서 끼움 결합을 통해 바닥 시공이 이루어짐에 따라, 시공의 편의성이 떨어지는 문제가 있었다.First, as the floor construction was performed through fitting from the side of the wood board, there was a problem in the convenience of construction.

즉, 삽입홈 및 돌출부가 목판재의 측방에 형성되어 있고, 시공 위치가 바닥이므로, 작업자의 삽입 위치에 대한 시야 확보가 용이하게 이루어지기 어렵기 때문에 시공의 편의성이 떨어졌던 것이다.That is, since the insertion groove and the protrusion are formed on the side of the wood board, and the construction position is the floor, it is difficult to secure a view of the insertion position of the operator, so the convenience of construction is inferior.

둘째, 마루 바닥재의 부분 유지 보수에 대한 효율성이 떨어지는 문제가 있었다.Second, there was a problem in that the efficiency of the partial maintenance of the flooring material was lowered.

바닥의 일측에서부터 목판재가 순차적으로 조립되면서 짜맞추기식으로 시공이 되고, 돌출부가 이웃하는 목판재의 삽입홈에 삽입되어 간섭하고 있으므로, 보수하고자 하는 마루 바닥재 주변의 멀쩡한 마루 바닥재까지 해체해야함으로써, 부분 유지 보수에 대한 효율성이 떨어졌던 것이다.Since the wood boards are sequentially assembled from one side of the floor and constructed in a framing method, and the protrusion is inserted into the insertion groove of the adjacent wood board and interferes, even the intact flooring around the flooring material to be repaired must be dismantled to maintain the part The efficiency of maintenance was reduced.

셋째, 바닥과 기초부재를 앙카, 못 등의 체결부재로 체결함으로써 바닥이 손상됨은 물론 해체가 어려우며 앙카나 못에 의해 훼손된 바닥을 재시공해야하는 문제점이 있었다.Third, by fastening the floor and the base member with fastening members such as anchors and nails, the floor is damaged, and it is difficult to dismantle, and there is a problem that the floor damaged by anchors or nails needs to be reconstructed.

나아가 주변 마루 바닥재까지 해체하는 과정에서, 마루 바닥재 손상으로 인해 유지 보수 비용이 증가되는 문제가 있었다.Furthermore, in the process of dismantling the surrounding flooring, there was a problem in that the maintenance cost increased due to damage to the flooring.

이로 인하여, 바닥의 평탄화를 스캐닝을 통해 기초부재를 제작하여 설치하고 마루 바닥재를 교체하기 위하여 간편하게 분리할 수 있도록 하는 개선된 마루바닥 블록형 시스템이 절실히 요구되는 실정이다.For this reason, there is an urgent need for an improved flooring block-type system that allows the base member to be manufactured and installed through scanning for flattening the floor and can be easily separated to replace the flooring material.

등록특허 제10-1372316호Registered Patent No. 10-1372316 공개특허 제10-2019-0101232호Patent Publication No. 10-2019-0101232

본 발명은 상기와 같은 문제점을 해결하기 위하여 안출된 것으로서, 마루바닥 블록을 설치시 구조물의 바닥에 앵커를 시공하지 않는 방식으로 바닥의 손상을 일으키지 않으며 해체 및 교체가 간편한 무앵커방식의 마루바닥 블록형 시스템 및 시공방법을 제공하는데 목적이 있다.The present invention was devised to solve the above problems, and when installing the floor block, it does not cause damage to the floor in a manner that does not install an anchor on the floor of the structure, and it is an anchor-free floor block that is easy to dismantle and replace. An object of the present invention is to provide a mold system and a construction method.

그리고, 본 발명의 다른 목적은 기초부재가 설치될 바닥면을 스캐닝하여 평탄화 및 굴곡, 기울기에 대응하도록 기초부재의 하부면을 가공하는 데 있다.And, another object of the present invention is to scan the bottom surface on which the base member is to be installed, and to process the lower surface of the base member to correspond to flattening, bending, and inclination.

아울러, 본 발명의 또 다른 목적은 기초부재의 바닥면과 건축물의 바닥면이 맞물림 형태로 결합되어 앵커를 사용하지 않더라도 이동 현상이 발생하지 않도록 하는 데 있다.In addition, another object of the present invention is to prevent the movement phenomenon from occurring even if the anchor is not used because the floor surface of the base member and the floor surface of the building are coupled in an interlocking form.

더불어, 본 발명의 다른 목적은 마루부재가 파손된 경우 교체 및 수리가 용이하도록 승하강부재에 의해 들어 올려지도록 하는 데 있다.In addition, another object of the present invention is to lift the floor member by the elevating member to facilitate replacement and repair when the floor member is damaged.

또한, 본 발명의 다른 목적은 마루부재의 높이 조정을 위하여 콘트롤러를 이용하여 단위 구역별로 개별단위, 그룹단위로 조정할 수 있도록 하는 데 있다.Another object of the present invention is to enable adjustment of the height of the floor member in individual units or in groups for each unit area by using a controller.

본 발명의 실시 예에 따른 무앵커방식의 마루바닥 블록형 시스템은 시공바닥에 설치되는 목재재질의 마루바닥 블록형 시스템에 있어서, 시공바닥의 상부면을 덮으면서 설치하는 부직포 형태의 기초직물지, 상기 기초직물지의 상부를 덮으면서 밀림을 방지하도록 합성수지 재질의 메쉬형태로 형성하는 기초망, 상기 기초망의 상부에 설치하며 시공바닥의 평탄화 및 굴곡, 기울기에 맞게 바닥면이 형성되고 상부면은 매끈하게 가공된 기초부재, 상기 기초부재의 상부로 중앙에는 조밀도가 작고 테두리를 따라 조밀도 큰 완충부재, 상기 완충부재의 상부로 하중을 지지하며 구조적 강도 보강을 위하여 단면이 허니컴 형태의 보강부재, 상기 보강부재의 상부로 강화마루, 합판마루, 원목마루 중 하나의 재질로 선택되어 제작된 마루부재를 제공한다.The anchor-free flooring block-type system according to an embodiment of the present invention is a wooden flooring block-type system installed on a construction floor. The foundation net is formed in the form of a mesh of synthetic resin material to prevent sliding while covering the top of the base fabric, and it is installed on the upper part of the foundation net and the floor surface is formed to match the flattening, bending, and inclination of the construction floor, and the upper surface is smooth Processed base member, a buffer member with a low density at the center and a high density along the edge of the base member, a reinforcing member in the form of a honeycomb in cross section to support a load to the upper portion of the buffer member and reinforce structural strength, the Provided is a flooring member selected from one of a reinforced flooring, a plywood flooring, and a solid wood flooring as an upper portion of the reinforcing member.

그리고, 상기 기초부재의 4군데 모서리측에 설치하며 완충부재와 보강부재를 관통하여 전력을 공급받아 승하강 작동하면서 마루부재의 모서리부분에 접촉하여 마루부재를 상승 하강시키는 승하강부재를 제공한다.Further, there is provided an elevating member installed at the corners of the base member at four places and receiving power through the buffer member and the reinforcing member to raise and lower the floor member while contacting the corner of the floor member to raise and lower the floor member.

아울러, 상기 기초부재의 사방 측면에는 승하강부재에 전원을 전달 위한 단자가 형성되고, 상기 단자는 기초부재의 내부에 인서트사출 방식으로 설치되는 전선과 연결되도록 제공한다.In addition, terminals for transmitting power to the elevating member are formed on all four sides of the base member, and the terminals are provided to be connected to wires installed in the insert injection method inside the base member.

더불어, 상기 승하강부재는 기초부재가 설치된 단위 구역 별로 독립적으로 작동시키는 콘트롤러를 이용하여 조작할 수 있도록 제공한다.In addition, the elevating member is provided so that it can be operated using a controller that independently operates for each unit area in which the base member is installed.

한편, 본 발명의 실시 예에 따른 무앵커방식의 마루바닥 블록형 시스템 및 시공방법은 시공바닥에 설치되는 목재재질의 마루바닥 블록형 시스템을 시공하는 방법에 있어서, 시공바닥이 시공된 사방 벽면에 기준선을 선정하는 기준선선정단계, 상기 기준선정단계를 거친 후, 시공바닥의 평탄화 및 굴곡, 기울기를 스캐너장비를 이용하여 스캔하는 스캔단계, 상기 스캔단계를 거친 후, 전선 및 단자가 형성된 기초부재의 바닥면을 스캔 데이터를 기초로 절삭기를 이용하여 시공바닥의 평탄화 및 굴곡, 기울기에 대응하도록 대응면을 가공하는 기초부재가공단계, 상기 기초부재가공단계를 거쳐 제작완료된 기초부재를 시공바닥에 시공하기 전에 기초직물지를 시공하는 직물지시공단계, 상기 직물지시공단계를 거친 후, 기초직물지의 상부로 기초망을 설치하는 망시공단계, 상기 망시공단계를 거친 후, 기초망의 상부로 기초부재를 시공하는 기초부재시공단계, 상기 기초부재시공단계를 거친 후, 기초부재의 4군데 모서리 상부에 각각 승하강부재를 전선과 연결되도록 설치하는 승하강부재설치단계, 상기 승하강부재설치단계를 거친 후, 기초부재의 상부로 완충부재를 설치하는 완충부재설치단계, 상기 완충부재설치단계를 거친 후, 완충부재의 상부로 보강부재를 설치하는 보강부재설치단계, 상기 보강부재설치단계를 거친 후, 보강부재의 상부로 마루부재를 설치하는 마루부재설치단계를 제공한다.On the other hand, in the method of constructing a wooden flooring block-type system installed on a construction floor, the anchor-free flooring block-type system and construction method according to an embodiment of the present invention is applied to the four-way wall on which the construction floor is constructed. A reference line selection step of selecting a reference line, a scanning step of scanning the flattening, bending, and inclination of the construction floor using a scanner equipment after passing through the reference selection step, Base member processing step of processing the corresponding surface to correspond to flattening, bending, and inclination of the construction floor using a cutting machine based on the scan data of the floor surface After going through the fabric instruction construction step of constructing the base fabric before, the fabric instruction construction step, and the mesh construction step of installing the base network on the upper part of the base fabric paper, after the mesh construction step, the base member is constructed as the upper part of the base network After going through the base member construction step, the base member construction step, the elevating member installation step of installing each elevating member on the upper part of the four corners of the base member so as to be connected with the electric wire, and after going through the elevating member installation step, the After the buffer member installation step of installing the buffer member to the upper part, the reinforcement member installation step of installing the reinforcing member to the upper part of the buffer member after the buffer member installation step, and the reinforcement member installation step, the upper part of the reinforcement member A floor member installation step of installing the floor member is provided.

여기서, 상기 승하강부재는 기초부재가 설치된 단위 구역 별로 독립적으로 작동시키는 콘트롤러를 이용하여 조작하여 마루부재를 상승시킬 수 있도록 제공한다.Here, the elevating member is provided so that the floor member can be raised by manipulating it using a controller that independently operates for each unit area in which the base member is installed.

본 발명의 실시 예에 따르면, 마루바닥 블록을 설치시 구조물의 바닥에 앵커를 시공하지 않는 방식으로 바닥의 손상을 일으키지 않으며 해체 및 교체가 간편한 효과가 있다. According to an embodiment of the present invention, when the floor block is installed, it does not cause damage to the floor in a manner that does not construct an anchor on the floor of the structure, and there is an effect that it is easy to dismantle and replace.

그리고, 기초부재가 설치될 바닥면을 스캐닝하여 평탄화 및 굴곡, 기울기에 대응하도록 기초부재의 하부면을 가공하는 효과가 있다. And, there is an effect of processing the lower surface of the base member to correspond to flattening, bending, and inclination by scanning the bottom surface on which the base member is to be installed.

아울러, 기초부재의 바닥면과 건축물의 바닥면이 맞물림 형태로 결합되어 앵커를 사용하지 않더라도 이동 현상이 발생하지 않도록 하는 효과가 있다. In addition, since the bottom surface of the base member and the floor surface of the building are coupled in an interlocking form, there is an effect of preventing the movement phenomenon from occurring even if the anchor is not used.

더불어, 마루부재가 파손된 경우 교체 및 수리가 용이하도록 승하강부재에 의해 들어 올려지도록 하는 효과가 있다. In addition, when the floor member is damaged, it has an effect of being lifted by the elevating member for easy replacement and repair.

또한, 마루부재의 높이 조정을 위하여 콘트롤러를 이용하여 단위 구역별로 개별단위, 그룹단위로 조정할 수 있도록 하는 효과가 있다. In addition, there is an effect of allowing adjustment of the height of the floor member in individual units or in groups for each unit area by using a controller.

도 1은 본 발명에 따른 무앵커방식의 마루바닥 블록형 시스템 블록의 분해사시도,
도 2는 본 발명에 따른 무앵커방식의 마루바닥 블록형 시스템 블록의 결합사시도,
도 3은 본 발명에 따른 무앵커방식의 마루바닥 블록형 시스템 블록의 결합 단면도,
도 4는 본 발명에 따른 무앵커방식의 마루바닥 블록형 시스템 블록에 승하강부재가 적용된 블록의 분해사시도,
도 5는 본 발명에 따른 무앵커방식의 마루바닥 블록형 시스템 블록에 승하강부재가 적용된 블록의 결합 단면 작동도,
도 6은 본 발명에 따른 완충부재의 분해사시도,
도 7은 본 발명에 따른 무앵커방식의 마루바닥 블록형 시스템의 시공방법에서 기초부재를 제작하기 위하여 시공바닥을 임의의 구역으로 분할한 예시도,
도 8은 본 발명에 따른 무앵커방식의 마루바닥 블록형 시스템의 시공방법에서 기초부재를 제작하기 위하여 기준선 선정 후 시공바닥을 스캐닝하는 예시도,
도 9는 본 발명에 따른 무앵커방식의 마루바닥 블록형 시스템의 시공방법에서 스캐닝 데이터를 이용하여 기초부재의 대응면을 형성하는 제작과정 예시도,
도 10은 본 발명에 따른 무앵커방식의 마루바닥 블록형 시스템의 시공방법을 나타낸 순서도,
도 11은 본 발명에 따른 무앵커방식의 마루바닥 블록형 시스템이 연속적으로 설치된 설치 예시도이다.
1 is an exploded perspective view of an anchor-free flooring block-type system block according to the present invention;
2 is a combined perspective view of an anchor-free flooring block type system block according to the present invention;
3 is a combined cross-sectional view of an anchor-free floor block type system block according to the present invention;
4 is an exploded perspective view of a block to which an elevating member is applied to an anchor-free flooring block-type system block according to the present invention;
5 is a cross-sectional operation view of a block to which an elevating member is applied to an anchor-free flooring block-type system block according to the present invention;
6 is an exploded perspective view of the buffer member according to the present invention;
7 is an exemplary view in which the construction floor is divided into arbitrary zones in order to produce a foundation member in the construction method of the anchor-free flooring block type system according to the present invention;
8 is an exemplary view of scanning the construction floor after selecting a reference line in order to manufacture a base member in the construction method of the anchor-free flooring block type system according to the present invention;
9 is an exemplary view of a manufacturing process of forming a corresponding surface of a base member using scanning data in a construction method of an anchor-free flooring block type system according to the present invention;
10 is a flowchart showing a construction method of an anchor-free flooring block type system according to the present invention;
11 is an exemplary view of the installation in which the anchor-free floor block type system according to the present invention is continuously installed.

이하, 본 발명이 속하는 기술 분야에서 통상의 지식을 가진 자가 용이하게 실시할 수 있도록 본 발명의 실시 예에 대하여 첨부한 도면을 참고로 하여 상세히 설명한다. 그러나 본 발명은 여러 가지 상이한 형태로 구현될 수 있으며 여기에서 설명하는 실시 예에 한정되지 않는다. 명세서 전체를 통하여 유사한 부분에 대해서는 동일한 도면 부호를 붙였다.Hereinafter, embodiments of the present invention will be described in detail with reference to the accompanying drawings so that those of ordinary skill in the art to which the present invention pertains can easily carry out the present invention. However, the present invention may be embodied in various different forms and is not limited to the embodiments described herein. Throughout the specification, like reference numerals are assigned to similar parts.

도 1 내지 도 9에 도시된 바와 같이, 이하 본 발명의 구성을 첨부되는 도면을 참조로 설명하면, 시공바닥(1)에 설치되는 목재재질의 마루바닥 블록형 블록형마루시스템(100)에 관한 것이다.1 to 9, the configuration of the present invention will be described below with reference to the accompanying drawings, which relates to a wooden flooring block-type block-type flooring system 100 installed on a construction floor 1 will be.

상기 블록형마루시스템(100)은 시공바닥(1)의 상부면을 덮으면서 설치하는 부직포 형태의 기초직물지(10)를 형성하는데, 기초직물지(10)는 부직포나 합성수지재, 면 재질로 제작하며 미끄럼현상이 발생되지 않는 재질의 선택이 바람직 할 것이다.The block-type flooring system 100 forms a base fabric 10 in the form of a non-woven fabric to be installed while covering the upper surface of the construction floor 1. It would be desirable to select a material that does not cause slippage.

상기 기초직물지(10)의 상부를 덮으면서 밀림을 방지하도록 합성수지 재질의 메쉬형태로 형성하는 기초망(20)을 형성하는데, 상기 기초망(20)은 기초직물지(10)와 접촉하며 미끄러짐을 방지하는 동시에 표면에는 돌기(21)를 형성시키며 연질의 재질로 제작된다.The base network 20 is formed in a mesh shape of a synthetic resin material to prevent sliding while covering the upper portion of the base fabric 10, and the base network 20 is in contact with the base fabric 10 and prevents slipping. At the same time, a protrusion 21 is formed on the surface and made of a soft material.

상기 기초망(20)의 상부에 설치하며 시공바닥(1)의 평탄화 및 굴곡, 기울기에 맞게 바닥면이 형성되고 상부면은 매끈하게 가공된 기초부재(30)를 형성한다.It is installed on the upper part of the foundation network 20 and the bottom surface is formed to match the flattening, bending, and inclination of the construction floor 1, and the upper surface forms the smooth-processed foundation member 30.

상기 기초부재(30)의 사방 측면에는 승하강부재(70)에 전원을 전달 위한 단자(31)가 형성되고, 상기 단자(31)는 기초부재(30)의 내부에 인서트사출 방식으로 설치되는 전선(32)과 연결되도록 형성한다.A terminal 31 for transmitting power to the elevating member 70 is formed on the four sides of the base member 30 , and the terminal 31 is a wire installed inside the base member 30 in an insert injection method. (32) is formed to be connected.

즉, 상기 기초부재(30)는 직사각형 판재 형태로 내부에 전선(32)을 인서트 방식으로 내장하고 4군데 끝단에는 전선(32)과 연결되는 단자(31)를 형성하여 이웃하는 기초부재(30)와 단자(31)가 서로 접촉하여 전원이 통전되도록 형성한다. That is, the base member 30 has a rectangular plate shape, and the electric wire 32 is embedded therein in an insert manner, and a terminal 31 connected to the electric wire 32 is formed at four ends of the neighboring base member 30 . and the terminal 31 are in contact with each other to form a power supply.

상기 기초부재(30)의 상부면은 매끄럽고 평평하지만 하부면은 시공바닥(1)의 평탄화 및 굴곡, 기울기에 맞게 바닥면이 형성되며 기초부재(30)의 크기는 시공바닥(1)을 다수 구역으로 등분한 크기로 제작한다.The upper surface of the base member 30 is smooth and flat, but the lower surface is formed to match the flattening, bending, and inclination of the construction floor 1, and the size of the base member 30 is large enough to cover the construction floor 1 in multiple zones. produced in equal size.

상기 기초부재(30)의 상부로 중앙에는 조밀도가 작고 테두리를 따라 조밀도 큰 완충부재(40)를 제작하는데, 상기 완충부재(40)는 상판(41)과 하판(42)의 사이에 단면이 지그재그 형태로 하중이 집중되는 끝단부는 조밀완충재(43)를 하게 형성하고 하중 분산이 원활한 중앙부분에는 보통완충재(44)의 분포를 조밀하지 않도록 제작하였다.A buffer member 40 having a low density and a high density along the edge is manufactured at the center of the upper portion of the base member 30 , and the buffer member 40 is a cross-section between the upper plate 41 and the lower plate 42 . The end portion where the load is concentrated in this zigzag shape is formed to have a dense cushioning material 43, and the distribution of the normal cushioning material 44 is not dense in the central portion where the load distribution is smooth.

상기 완충재(43)는 완충부재(40)의 사방 테두리를 따라 사각 형태의 조밀한 조밀완충재(43)가 형성되고 사각 형태의 보통완충재(44)의 내측에 덜 조밀한 완충재(43)을 형성한다.The cushioning material 43 is formed with a square-shaped dense dense cushioning material 43 along the four perimeters of the cushioning member 40, and a less dense cushioning material 43 is formed on the inside of the square-shaped ordinary cushioning material 44. .

상기 완충부재(40)의 상부로 하중을 지지하며 구조적 강도 보강을 위하여 단면이 허니컴 형태의 보강부재(50)를 형성한다.A reinforcing member 50 having a cross section of a honeycomb is formed to support a load on the upper portion of the buffer member 40 and to reinforce structural strength.

상기 보강부재(50)의 상부로 강화마루, 합판마루, 원목마루 중 하나의 재질로 선택되어 제작된 마루부재(60)를 형성한다.A floor member 60 manufactured by selecting one of a reinforced flooring, a plywood flooring, and a solid wood flooring is formed as an upper portion of the reinforcing member 50 .

그리고, 상기 블록형마루시스템(100)은 기초부재(30)의 4군데 모서리측에 설치하며 완충부재(40)와 보강부재(50)를 관통하여 전력을 공급받아 승하강 작동하면서 마루부재(60)의 모서리부분에 접촉하여 마루부재(60)를 상승 하강시키는 승하강부재(70)를 구성한다.In addition, the block-type flooring system 100 is installed on the corners of four corners of the base member 30 and is supplied with electric power through the buffer member 40 and the reinforcing member 50 to raise and lower the flooring member 60 . ) constitutes an elevating member 70 for raising and lowering the floor member 60 by contacting the edge portion.

상기 승하강부재(70)는 기초부재(30)의 상부면에 설치하는 것으로 기초부재(30)에 고정되도록 몸체의 역활을 하는 솔레노이드밸브(71)에서 승하강하면서 작동하는 노브(72)로 이루어진다.The elevating member 70 is installed on the upper surface of the base member 30 and consists of a knob 72 operating while elevating from the solenoid valve 71 serving as a body to be fixed to the base member 30 . .

상기 완충부재(40)와 보강부재(50)의 사방 끝단부분에는 노브(72)가 이동하는 완충홀(45) 및 보강홀(51)이 형성된다.A buffer hole 45 and a reinforcement hole 51 through which the knob 72 moves are formed in the four ends of the buffer member 40 and the reinforcement member 50 .

상기 승하강부재(70)는 기초부재(30)가 설치된 단위 구역 별로 독립적으로 작동시키는 콘트롤러(80)를 이용하여 조작할 수 있도록 형성한다.The elevating member 70 is formed so that it can be operated using a controller 80 that independently operates for each unit area in which the base member 30 is installed.

상기 콘트롤러(80)는 승하강부재(70)에 형성된 조작부와 무선방식으로 통신이 이루어지도록 형성하며, 콘트롤러(80)에는 구역을 나타내는 디스플레이(81) 및 승하강부재(70)에 전원을 인가하는 전원버튼(82), 상/하부 방향으로 노브(72) 조작을 위한 조작버튼(83), 구역을 설정하는 구역설정버튼(84)을 형성한다.The controller 80 is formed to communicate wirelessly with the manipulation unit formed on the elevating member 70, and the controller 80 applies power to the display 81 indicating the area and the elevating member 70. A power button 82, an operation button 83 for operating the knob 72 in the up/down direction, and a zone setting button 84 for setting a zone are formed.

상기와 같이 구성되는 무앵커방식의 마루바닥 블록형 시스템의 시공방법을 살펴보면 다음과 같다. The construction method of the anchor-free flooring block type system configured as described above is as follows.

도 1 내지 도 11에 도시된 바와 같이, 시공바닥(1)이 시공된 사방 벽면에 기준선을 선정하는 기준선선정단계(S1)를 시행하는데, 기준선의 높낮에 따라 기초부재(30)의 두께를 산출하는 단계이며 시공바닥(1)의 평탄화 및 굴곡, 기울기에 따라 기준선의 선정 위치는 변화될 수 있다.As shown in FIGS. 1 to 11, a reference line selection step (S1) of selecting a reference line on the four-way wall where the construction floor 1 is constructed is performed, and the thickness of the base member 30 is calculated according to the height of the reference line. The selected position of the reference line may be changed according to the flattening, bending, and inclination of the construction floor (1).

이후, 상기 기준선선정단계(S1)를 거친 후, 시공바닥(1)의 평탄화 및 굴곡, 기울기를 스캐너장비(200)를 이용하여 스캔하는 스캔단계(S2)를 시행한다.Thereafter, after the reference line selection step (S1), a scanning step (S2) of scanning the flattening, bending, and inclination of the construction floor 1 using the scanner device 200 is performed.

상기 스캔단계(S2)에서는 레이저스캐닝방식이나 기준선을 기점으로 높낮이를 측정하는 방식의 별도의 스캐닝 장비를 이용하여 시공바닥(1)을 스캐닝하여 데이터를 수집하는데 시공바닥(1)을 구역별로 임의 분할하여 측정하는 단계이다.In the scanning step (S2), the construction floor 1 is arbitrarily divided into zones by scanning the construction floor 1 by using a laser scanning method or a separate scanning equipment of a method of measuring the height from the reference line as a starting point. This is the measurement step.

다음으로, 상기 스캔단계(S2)를 거친 후, 전선(32) 및 단자(31)가 형성된 기초부재(30)의 바닥면을 스캔 데이터를 기초로 절삭기를 이용하여 시공바닥(1)의 평탄화 및 굴곡, 기울기에 대응하도록 대응면(33)을 가공하는 기초부재가공단계(S3)를 시행한다.Next, after the scanning step (S2), the floor surface of the base member 30 on which the wire 32 and the terminal 31 are formed using a cutting machine based on the scan data to flatten the construction floor 1 and The base member processing step (S3) of processing the corresponding surface 33 to correspond to the bending and inclination is performed.

상기 기초부재(30)는 별도의 가공장치를 이용하여 스캔단계(S2)의 스캔데이터를 이용하여 시공바닥(1)과 대응하되도록 하부면을 가공하는 단계이다.The base member 30 is a step of processing the lower surface to correspond to the construction floor (1) using the scan data of the scanning step (S2) using a separate processing device.

그 다음으로, 상기 기초부재가공단계(S3)를 거쳐 제작완료된 기초부재(30)를 시공바닥(1)에 시공하기 전에 기초직물지(10)를 시공하는 직물지시공단계(S4)를 거친다.Next, a fabric instruction construction step (S4) of constructing the base fabric paper 10 is performed before the base member 30, which has been manufactured through the base member processing step (S3), is constructed on the construction floor 1 .

상기 기초직물지(10)는 시공바닥(1)의 전체 면적을 덮을수 있는 크기로 시공바닥(1)의 여건에 따라 시공바닥(1)의 크기보다 크게 설치함이 바람직하다.The base fabric 10 is preferably installed in a size that can cover the entire area of the construction floor 1 and is larger than the size of the construction floor 1 depending on the conditions of the construction floor 1 .

이후, 상기 직물지시공단계(S4)를 거친 후, 기초직물지(10)의 상부로 기초망(20)을 설치하는 망시공단계(S5)를 시행한다.Thereafter, after the fabric instruction construction step (S4), a net construction step (S5) of installing the base network 20 to the upper portion of the base fabric paper 10 is performed.

상기 기초망(20)은 합성수지재로 제작된 것으로 연성이 있어 시공바닥(1)의 형태에 맞게 유연하게 대응할 수 있으며 여건에 따라 2~3매를 적층하여 시공할 수도 있다.The foundation network 20 is made of synthetic resin material and has ductility so that it can respond flexibly to the shape of the construction floor 1, and may be constructed by stacking 2-3 sheets depending on the conditions.

다음으로, 상기 망시공단계(S5)를 거친 후, 기초망(20)의 상부로 기초부재(30)를 시공하는 기초부재시공단계(S6)를 시행한다.Next, after the mesh construction step (S5), the foundation member construction step (S6) of constructing the foundation member 30 to the upper part of the foundation network 20 is performed.

상기 기초부재(30)는 시공바닥(1)을 구역별로 분할한 크기로 각 구역에 맞게 하부면이 가동된 기초부재(30)를 선정하여 시공하며 단자(31)와 단자(31)는 서로 접점되도록 시공하며 최 외측에 위치하는 기초부재(30)의 단자(31)에는 전원공급장치와 연결되도록 시공한다.The base member 30 is the size of the construction floor 1 divided by area, and the base member 30 with the lower surface movable according to each area is selected and constructed, and the terminal 31 and the terminal 31 are in contact with each other. It is constructed as much as possible, and the terminal 31 of the base member 30 located on the outermost side is constructed so as to be connected to the power supply device.

그 다음으로, 상기 기초부재시공단계(S6)를 거친 후, 기초부재(30)의 4군데 모서리 상부에 각각 승하강부재(70)를 전선(32)과 연결되도록 설치하는 승하강부재설치단계(S7)를 시행한다.Next, after going through the base member construction step (S6), the elevating member installation step (S7) of installing the elevating member 70 to be connected to the electric wire 32, respectively, on the upper portion of the four corners of the base member 30 (S7) ) is implemented.

상기 승하강부재설치단계(S7)에서는 승하강부재(70)는 기초부재(30)의 크기나 무게에 따라 약 4~8 개소에 설치한다.In the elevating member installation step (S7), the elevating member 70 is installed at about 4 to 8 locations depending on the size or weight of the base member 30 .

이후, 상기 승하강부재설치단계(S7)를 거친 후, 기초부재(30)의 상부로 완충부재(40)를 설치하는 완충부재설치단계(S8)를 시행하며, 완충홀(45)을 통해 승하강부재(70)의 노브(72)가 통과되도록 시공한다.After that, after going through the elevating member installation step (S7), the buffer member installation step (S8) of installing the buffer member 40 to the upper part of the base member 30 is performed, and the elevating and lowering through the buffer hole 45 It is constructed so that the knob 72 of the member 70 passes.

다음으로, 상기 완충부재설치단계(S8)를 거친 후, 완충부재(40)의 상부로 보강부재(50)를 설치하는 보강부재설치단계(S9)를 시행하며, 보강홀(51)을 통해 승하강부재(70)의 노브(72)가 통과되도록 시공한다.Next, after going through the buffer member installation step (S8), the reinforcement member installation step (S9) of installing the reinforcement member 50 to the upper portion of the buffer member 40 is performed, Construction is performed so that the knob 72 of the lowering member 70 passes.

그 다음으로, 상기 보강부재설치단계(S9)를 거친 후, 보강부재(50)의 상부로 마루부재(60)를 설치하는 마루부재설치단계(S10)를 시행한다.Next, after the reinforcing member installation step (S9), a floor member installation step (S10) of installing the flooring member 60 to the upper portion of the reinforcing member 50 is performed.

상기 마루부재(60)의 하부면은 승하강부재(70)의 노브(72)가 상승 작동할 경우 접촉되며 들어올려지도록 시공을 완료한다.The lower surface of the floor member 60 is contacted and lifted when the knob 72 of the elevating member 70 is lifted, completing the construction.

이때, 상기 마루부재(60)의 시공이 완료되면 승하강부재(70)는 기초부재(30)가 설치된 단위 구역 별로 독립적으로 작동시키는 콘트롤러(80)를 이용하여 조작하여 마루부재(60)를 상승시킬 수 있다.At this time, when the construction of the floor member 60 is completed, the elevating member 70 is operated using the controller 80 independently operated for each unit area in which the base member 30 is installed to raise the floor member 60 . can do it

즉, 상기 승하강부재(70)는 전원공급장치로부터 기초부재(30)의 단자(31) -> 전선(32)을 통해 전원을 공급받는 상태에서 콘트롤러(80)에서 전원버튼(82)을 조작해 전원을 인가 한 후 구역설정버튼(84)을 이용하여 구역을 설정하고, 조작버튼(83)을 이용하여 노브(72)를 상승시켜 마루부재(60)를 상승시켜 교체나 수리를 위한 분리 작업이 간편해 지도록 하는 특징이 있다.That is, the elevating member 70 operates the power button 82 in the controller 80 while receiving power from the power supply device through the terminal 31 of the base member 30 -> the wire 32 After applying the power, the zone is set using the zone setting button 84, and the knob 72 is raised using the operation button 83 to raise the floor member 60 to separate work for replacement or repair. There are features that make this easy.

본원 발명은 마루부재(60) 블록을 설치시 구조물의 시공바닥(1)에 앵커를 시공하지 않는 방식으로 시공바닥(1)의 손상을 일으키지 않으며 해체 및 교체가 간편한 특징이 있다. The present invention is characterized in that it does not cause damage to the construction floor (1) in a manner in which an anchor is not installed on the construction floor (1) of the structure when the block of the floor member (60) is installed, and is easy to dismantle and replace.

본원 발명은 기초부재(30)가 설치될 시공바닥(1)면을 스캐닝하여 평탄화 및 굴곡, 기울기에 대응하도록 기초부재(30)의 하부면을 가공함으로써 기초부재(30)의 바닥면과 시공바닥(1)면이 맞물림 형태로 결합되어 앵커를 사용하지 않더라도 이동 현상이 발생하지 않도록 하는 특징이 있는 것이다.The present invention scans the surface of the construction floor (1) on which the foundation member (30) is to be installed and processes the lower surface of the foundation member (30) to correspond to flattening, bending, and inclination. (1) The surface is coupled in an interlocking form so that movement does not occur even if an anchor is not used.

이상에서 첨부된 도면을 참조하여 본원발명인 무앵커방식의 마루바닥 블록형 시스템 및 시공방법을 설명함에 있어 특정형상 및 방향을 위주로 설명하였으나, 본 발명은 당업자에 의하여 다양한 변형 및 변경이 가능하고, 이러한 변형 및 변경은 본 발명의 권리범위에 포함되는 것으로 해석되어야 한다.Above, with reference to the accompanying drawings, in describing the anchor-free flooring block type system and construction method of the present invention, the specific shape and direction have been mainly described, but the present invention is capable of various modifications and changes by those skilled in the art, and such Modifications and variations should be construed as being included in the scope of the present invention.

1 : 시공바닥 10 : 기초직물지
20 : 기초망 21 : 돌기
30 : 기초부재 31 : 단자
32 : 전선 33 : 대응면
40 : 완충부재 41 : 상판
42 : 하판 43 : 조밀완충재
44 : 보통완충재 45 : 완충홀
50 : 보강부재 51 : 보강홀
60 : 마루부재 70 : 승하강부재
71 : 솔레노이드밸브 72 : 노브
80 : 콘트롤러 81 : 디스플레이
82 : 전원버튼 83 : 조작버튼
84 : 구역설정버튼 100 : 블록형마루시스템
S1 : 기준선선정단계 S2 : 스캔단계
S3 : 기초부재가공단계 S4 : 직물지시공단계
S5 : 망시공단계 S6 : 기초부재시공단계
S7 : 승하강부재설치단계 S8 : 완충부재설치단계
S9 : 보강부재설치단계 S10 : 마루부재설치단계
1: construction floor 10: basic fabric
20: base network 21: projection
30: base member 31: terminal
32: electric wire 33: corresponding surface
40: buffer member 41: top plate
42: lower plate 43: dense cushioning material
44: normal buffer material 45: buffer hole
50: reinforcing member 51: reinforcing hole
60: floor member 70: elevating member
71: solenoid valve 72: knob
80: controller 81: display
82: power button 83: operation button
84: zone setting button 100: block type flooring system
S1: Baseline selection step S2: Scanning step
S3: Basic member processing step S4: Fabric instruction processing step
S5: mesh construction stage S6: foundation member construction stage
S7: Elevating member installation step S8: buffer member installation step
S9: Reinforcing member installation step S10: Floor member installation step

Claims (2)

시공바닥(1)에 설치되는 목재재질의 마루바닥 블록형 시스템을 시공하는 방법에 있어서,
시공바닥(1)이 시공된 사방 벽면에 기준선을 선정하는 기준선선정단계(S1),
상기 기준선선정단계(S1)를 거친 후, 시공바닥(1)의 평탄화 및 굴곡, 기울기를 스캐너장비(200)를 이용하여 스캔하는 스캔단계(S2),
상기 스캔단계(S2)를 거친 후, 전선(32) 및 단자(31)가 형성된 기초부재(30)의 바닥면을 스캔 데이터를 기초로 절삭기를 이용하여 시공바닥(1)의 평탄화 및 굴곡, 기울기에 대응하도록 대응면(33)을 가공하는 기초부재가공단계(S3),
상기 기초부재가공단계(S3)를 거쳐 제작완료된 기초부재(30)를 시공바닥(1)에 시공하기 전에 기초직물지(10)를 시공하는 직물지시공단계(S4),
상기 직물지시공단계(S4)를 거친 후, 기초직물지(10)의 상부로 기초망(20)을 설치하는 망시공단계(S5),
상기 망시공단계(S5)를 거친 후, 기초망(20)의 상부로 기초부재(30)를 시공하는 기초부재시공단계(S6),
상기 기초부재시공단계(S6)를 거친 후, 기초부재(30)의 4군데 모서리 상부에 각각 승하강부재(70)를 전선(32)과 연결되도록 설치하는 승하강부재설치단계(S7),
상기 승하강부재설치단계(S7)를 거친 후, 기초부재(30)의 상부로 완충부재(40)를 설치하는 완충부재설치단계(S8),
상기 완충부재설치단계(S8)를 거친 후, 완충부재(40)의 상부로 보강부재(50)를 설치하는 보강부재설치단계(S9),
상기 보강부재설치단계(S9)를 거친 후, 보강부재(50)의 상부로 마루부재(60)를 설치하는 마루부재설치단계(S10)를 구성하는 것을 특징으로 하는 무앵커방식의 마루바닥 블록형 시스템의 시공방법.
In the method of constructing a wooden flooring block type system installed on the construction floor (1),
A reference line selection step (S1) of selecting a reference line on the four-way wall where the construction floor (1) is constructed,
After the baseline selection step (S1), a scanning step (S2) of scanning the flattening, bending, and inclination of the construction floor (1) using the scanner device (200);
After the scanning step (S2), the flattening, bending, and inclination of the construction floor 1 using a cutting machine based on the scan data of the bottom surface of the base member 30 on which the electric wire 32 and the terminal 31 are formed A base member processing step (S3) of processing the corresponding surface 33 to correspond to
Fabric instruction construction step (S4) of constructing the base fabric paper 10 before constructing the base member 30, which has been manufactured through the base member processing step (S3), on the construction floor 1,
After going through the fabric instruction construction step (S4), a net construction step (S5) of installing the base network 20 to the upper part of the base fabric paper 10,
After the mesh construction step (S5), the foundation member construction step (S6) of constructing the foundation member 30 to the upper part of the foundation network 20,
After going through the base member construction step (S6), the elevating member installation step (S7) of installing the elevating member 70 to be connected to the electric wire 32, respectively, on the upper portions of the four corners of the base member 30 (S7),
After the elevating member installation step (S7), the buffer member installation step (S8) of installing the buffer member 40 to the upper portion of the base member 30,
After the buffer member installation step (S8), the reinforcement member installation step (S9) of installing the reinforcement member 50 to the upper portion of the buffer member 40,
After the reinforcing member installation step (S9), the floor member installation step (S10) of installing the floor member (60) to the upper portion of the reinforcing member (50) is configured. How to build the system.
제 1항에 있어서, 상기 승하강부재(70)는 기초부재(30)가 설치된 단위 구역 별로 독립적으로 작동시키는 콘트롤러(80)를 이용하여 조작하여 마루부재(60)를 상승시킬 수 있도록 구성하는 것을 특징으로 하는 무앵커방식의 마루바닥 블록형 시스템의 시공방법.The method according to claim 1, wherein the elevating member (70) is configured to be able to raise the floor member (60) by operating it using a controller (80) that independently operates for each unit area where the base member (30) is installed. A method of constructing an anchor-free flooring block type system characterized by its characteristics.
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KR20190101232A (en) 2018-02-22 2019-08-30 황유빈 A flooring assembly and a construction method using same.

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* Cited by examiner, † Cited by third party
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CN117371954A (en) * 2023-10-30 2024-01-09 常瑞君 Method and system for managing civil engineering construction process
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