KR20070053375A - A building making and construction using precast concrete prefab box - Google Patents

A building making and construction using precast concrete prefab box Download PDF

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KR20070053375A
KR20070053375A KR1020050111076A KR20050111076A KR20070053375A KR 20070053375 A KR20070053375 A KR 20070053375A KR 1020050111076 A KR1020050111076 A KR 1020050111076A KR 20050111076 A KR20050111076 A KR 20050111076A KR 20070053375 A KR20070053375 A KR 20070053375A
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prefabricated
precast concrete
prefabricated box
building
construction
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KR1020050111076A
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Korean (ko)
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이병철
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이병철
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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/16—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/348—Structures composed of units comprising at least considerable parts of two sides of a room, e.g. box-like or cell-like units closed or in skeleton form
    • E04B1/34815—Elements not integrated in a skeleton
    • E04B1/34823—Elements not integrated in a skeleton the supporting structure consisting of concrete
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/348—Structures composed of units comprising at least considerable parts of two sides of a room, e.g. box-like or cell-like units closed or in skeleton form
    • E04B1/34815—Elements not integrated in a skeleton
    • E04B1/34861—Elements not integrated in a skeleton particular arrangement of habitable rooms or their component parts; modular co-ordination
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/348—Structures composed of units comprising at least considerable parts of two sides of a room, e.g. box-like or cell-like units closed or in skeleton form
    • E04B2001/34876—Structures composed of units comprising at least considerable parts of two sides of a room, e.g. box-like or cell-like units closed or in skeleton form with a sloping or barrel roof
    • E04B2001/34884—Structures composed of units comprising at least considerable parts of two sides of a room, e.g. box-like or cell-like units closed or in skeleton form with a sloping or barrel roof creating a living space between several units

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

본 발명은 프리캐스트 콘크리트 조립식박스를 이용한 건축물 제조 및 시공방법에 관한 것으로 현장에 기초공사(31)를 한 후에 레벨용 베이스판(32)을 시공한 뒤 그 위에 조립식박스형 프리캐스트 콘크리트부재(1~30)(전기, 설비 등의 시설이 되어 있는 바닥)를 상호 볼트체결 방법으로 하나하나씩 연결하여 조립해 나가며 완성된 평면을 이루어 낸다.

또한 외부벽체는 프리캐스트 콘크리트로 제작된 마감재료를 조립식박스형 프리캐스트 콘크리트부재와 볼트체결 방법으로 연결하여 외부벽체(37)를 완성해 나간다.

그리고 지붕 또한 조립식박스형 콘크리트부재를 볼트체결 방법으로 시공한 뒤에 조립식내벽 및 조립식천정, 조립식지붕 공사를 이어가는 시공방법이기에 현장에서 별도의 어려움 없이 공기단축은 물론 노무비 절약으로 빠른 시공이 가능하도록 한 것이다.

Figure 112005066656109-PAT00001

프리캐스트 콘크리트 조립식박스, 기초콘크리트바닥, 기초레벨용 베이스판, 조립식박스 콘크리트부재의 상호연결, 조립식외벽, 조립식내벽, 조립식천정, 조립식지붕, 앙카매립형 볼트체결, 앙카관통형 볼트체결, 밴드형 볼트체결

The present invention relates to a method for manufacturing and constructing a building using a precast concrete prefabricated box, and after constructing the base plate 31 on the site, constructing the base plate 32 for the level, and then prefabricated box-type precast concrete member 1 to 1 thereon. 30) (floor which is equipped with facilities such as electricity and facilities) are assembled one by one by mutual bolting method to form a completed plane.

In addition, the outer wall connects the finishing material made of precast concrete with the prefabricated box-type precast concrete member by bolting method to complete the outer wall 37.

In addition, the roof is a construction method that continues the prefabricated inner wall, the prefabricated ceiling, and the prefabricated roof construction after the prefabricated box-type concrete member is installed by bolting method, so that the construction can be performed quickly by saving air cost as well as labor cost without any difficulty.

Figure 112005066656109-PAT00001

Precast concrete prefabricated box, foundation concrete floor, base level base plate, prefabricated box concrete member interconnection, prefabricated exterior wall, prefabricated interior wall, prefabricated ceiling, prefabricated roof, anchor buried bolt fastening, anchor bolt bolting, band bolt conclusion

Description

프리캐스트 콘크리트 조립식박스를 이용한 건축물 제조 및 시공방법{A Building Making And Construction Using Precast Concrete Prefab Box} A Building Making And Construction Using Precast Concrete Prefab Box}

도 1 은 본 발명의 각각 크기가 다른 단위부재의 형상을 나타낸 조감도1 is a bird's eye view showing the shape of each unit member having a different size of the present invention;

도 2 는 본 발명의 일실시예에 따른 시공 상태를 나타낸 조감도Figure 2 is a bird's eye view showing the construction state according to an embodiment of the present invention

도 3 은 본 발명의 일실시예에 따른 시공 상태를 나타낸 분리사시도Figure 3 is an exploded perspective view showing a construction state according to an embodiment of the present invention

도 4 는 본 발명의 일실시예에 따른 시공 상태를 나타낸 평면도4 is a plan view showing a construction state according to an embodiment of the present invention

도 5 는 본 발명의 일실시예에 따른 시공 상태를 나타낸 정면도5 is a front view showing a construction state according to an embodiment of the present invention

도 6 은 본 발명의 일실시예에 따른 시공 상태를 나타낸 측면도Figure 6 is a side view showing a construction state according to an embodiment of the present invention

도 7 은 본 발명의 일실시예에 따른 볼트체결 시공 상태를 구성하는 7 is a bolt fastening construction state according to an embodiment of the present invention

부분단면도        Sectional view

<도면의 주요부분에 대한 부호의 설명><Description of the symbols for the main parts of the drawings>

(1)(4)(7)(10)(17)(24). 사각 조립식박스형 프리캐스트 콘크리트(크기가 각각 다른 사각형 구조용으로 전기, 설비 등의 시설이 되어 있는 바닥과 조립식내벽과 조립식외벽을 부착할 수 있는 기둥형상을 하며 조립식천정을 부착시공 할 수 있는 보 형태로 구성됨).(1) (4) (7) (10) (17) (24). Rectangular prefabricated box-type precast concrete (for rectangular structures with different sizes) It has a column shape to which floors, prefabricated inner walls and prefabricated exterior walls can be attached, and beams to which prefabricated ceilings can be attached. Configured).

(2)(5)(8)(12)(19)(26).원형 조립식박스형 프리캐스트 콘크리트(크기가 각각 다른 원형 구조용으로 전기, 설비 등의 시설이 되어있는 바닥과 조립식내벽과 조립식외벽을 부착 할 수 있는 기둥형상을 하며 조립식천정을 부착시공 할 수 있는 보 형태로 구성됨).(2) (5) (8) (12) (19) (26) Circular prefabricated box-shaped precast concrete (for floors with different sizes, prefabricated interior walls and prefabricated exterior walls It has the shape of a column that can be attached and consists of a beam that can be attached to the prefabricated ceiling.

(3)(6)(9)(11)(13)(14)(15)(16)(18)(20)(21)(22)(23)(25)(27)(28)(29)(30).삼각 조립식박스형 프리캐스트 콘크리트(크기가 각각 다른 삼각형 구조용으로 조립식지붕을 부착시공 할 수 있는 경사를 가지며 조립식내벽과 조립식외벽을 부착할 수 있는 기둥형상을 하며 조립식천정을 부착시공 할 수 있는 보 형태로 구성됨).(3) (6) (9) (11) (13) (14) 15 (16) (18) (20) (21) (22) (23) (25) (27) (28) (29 (30) .Triangle prefabricated box-type precast concrete (It has a slope to attach prefabricated roof for triangular structures of different sizes, and has a column shape to attach prefabricated inner wall and prefabricated outer wall. Consisting of beams).

기초 콘크리트 바닥(31), 기초판위 레벨용 베이스판(32), 조립식박스형 콘크리트부재(33)(전기, 설비 등의 시설이 되어 있는 바닥), 1개 층의 평면(34), 조립식박스형 콘크리트부재 상호연결(35), 조립식박스형 콘크리트부재의 다수의 구멍(36), 프리캐스트 조립식 외부벽체 (37), 지붕형 조립식박스형 콘크리트부재(38), 완성된 구조물평면(39), 조립식 내부벽체(40), 조립식 내부천정(41), 조립식지붕(42), 완성된 전체평면(43), 볼트체결(44), 앙카매립형볼트체결(45), 앙카관통형볼트체결(46), 밴드형볼트체결(47)Foundation concrete floor 31, base plate for level on base plate 32, prefabricated box-shaped concrete member 33 (floor which is equipped with facilities such as electricity and facilities), plane of one floor 34, prefabricated box-type concrete member Interconnect 35, prefabricated boxed concrete member 36, precast prefabricated outer wall 37, roof prefabricated boxed concrete member 38, finished structural plane 39, prefabricated inner wall 40 , Prefabricated interior ceiling (41), prefabricated roof (42), completed whole flat (43), bolted (44), anchor buried bolted (45), anchor bolted (46), banded bolt ( 47)

일반적으로 주택시공 방법에는 목조주택, 스틸하우스주택, 조적조주택, 철근콘크리트주택 등으로 나누어진다.In general, housing construction methods are divided into wooden houses, steel house houses, masonry houses, reinforced concrete houses.

대부분의 주택시공현장이 시공기간이 길며, 기후에 영향을 많이 받는다는 단점을 가지고 있다. Most housing construction sites have a long construction period and have a disadvantage of being affected by the climate.

목조 주택인 경우 유지보수비가 많이 소요되며, 자재 대부분을 수입에 의존하는 실정이라서 시공비가 많이 소요되며, 건조수축에 따른 구조체의 변형을 유의해야 하며, 화재, 방부, 방충에 취약하다는 단점을 갖고 있다.In the case of wooden houses, maintenance costs are high, and since most of the materials are dependent on imports, construction costs are high, and structural deformation due to drying shrinkage must be observed, and it is vulnerable to fire, antiseptic, and insect repellent. .

스틸하우스 주택인 경우 비교적 고가에 해당하며, 신기술공법이기 때문에 기술자수급이 어려운 편이며, 방음, 단열성능이 떨어지는 단점을 갖고 있다.Steel house houses are relatively expensive, and it is difficult to supply technicians because of the new technology.

조적조 주택인 경우 지진발생시 횡력에 약하다는 구조적인 단점, 습도 조절능력이 떨어지고, 벽체가 두꺼워 실 면적이 같은 평수의 주택보다 줄어들 수 있으며, 시공을 잘못했을 경우 벽이 하얗게 변하는 백화현상이 나타나기도 한다.In the case of masonry houses, structural shortcomings such as weakness in lateral forces during earthquakes, humidity control is poor, and the wall is thick, which can reduce the actual area of the same area, and if the construction is done incorrectly, the wall turns white. .

철근콘크리트 주택인 경우 공사기간이 장기화되는 단점을 갖고 있다.In the case of reinforced concrete houses, the construction period is prolonged.

이에 따라 본 발명의 시공방법은 미리 제작된 프리캐스트 콘크리트부재를 공장에서 제작하여 생산된 제품을 현장으로 출하하여 현장에서 조립해나가는 방법이기에 공기단축은 물론, 기후에 영향을 받지 않는다.Accordingly, the construction method of the present invention is a method of manufacturing the precast concrete member manufactured in advance in the factory and releasing the produced product to the site to assemble in the field so that the air shortening is not affected by the climate.

또한 종래의 주택시공 방법에서는 콘크리트 기초에 전달되는 하중의 편차 및 신축이음 설치의 어려움 때문에 부동침하 및 내진에 약한 단점을 가지고 있다.In addition, the conventional housing construction method has a weak disadvantage in floating settlement and earthquake resistance due to the deviation of the load transmitted to the concrete foundation and the difficulty of installing expansion joints.

그러나 프리캐스트 콘크리트 조립식박스를 이용한 건축물 제조 및 시공방법은 콘크리트 기초 위에 전체적으로 균등한 하중을 전달하기 때문에 부동침하를 방지할 수 있으며, 조립식박스형 콘크리트 부재의 하나하나씩의 조합으로 완성된 평면을 이루어 내므로 내진에 강한 구조를 지니게 된다.However, the method of manufacturing and constructing a building using precast concrete prefabricated boxes prevents the settling because it transmits an even load on the concrete foundation as a whole, and forms a completed plane by combining each of the prefabricated box-type concrete members. It has a strong structure against earthquakes.

이와 같은 목적을 달성하기 위한 본 발명은 현장 제작한 기초 콘크리트바닥(31) 위에 레벨용 베이스판(32)을 각 부재별 평면위치에 시공하고 조립식박스형 프리캐스트 콘크리트부재(전기, 설비 등의 시설이 되어 있는 바닥)(33)를 하나하나씩 조립해 나가며 1개 층의 평면(34)을 이루어내고 조립식박스형 프리캐스트 콘크리트부재 상호연결(35)은 볼트체결방법 앙카매립형(45), 앙카관통형(46), 밴드형(47)로 한다. In order to achieve the above object, the present invention constructs the base plate 32 for the level on the foundation concrete floor 31 manufactured on-site in a plane position for each member, and prefabricated box-type precast concrete members (electricity, facilities, etc. And the prefabricated box-type precast concrete member interconnection 35 is formed by bolting method anchor buried (45) and anchor through (46). ) And a band type 47.

그리고 프리캐스트 콘크리트로 제작된 외부벽체 (37)을 조립식박스형 콘크리트부재에 볼트체결로 연결한다.And the outer wall (37) made of precast concrete is connected to the prefabricated box-shaped concrete member by bolts.

이러한 방법으로 1개 층 또는 2개 층 이상의 평면을 완성하고 난 후에 지붕형 조립식박스형 프리캐스트 콘크리트부재(38)를 각층 상부에 상호 연결하여 완성된 구조물 평면(39)을 나타낸다.After completing one or two or more planes in this way, the roof-shaped prefabricated precast concrete member 38 is interconnected to each other to show the completed structure plane 39.

그리고 완성된 구조물 평면에 조립식내부벽체(40), 조립식내부천정(41), 조립식지붕(42)을 이용하여 완전한 평면을 형성한 것이다.And a complete planar surface is formed using the prefabricated inner wall 40, the prefabricated interior ceiling 41, the prefabricated roof 42 on the completed structure plane.

그리고 볼트체결 방법들은 3가지 타입 모두 조립식박스와 의 접합부에는 고무부착이 가능하여 충분한 완충작용을 할 수 있다. 또한 밴드형 볼트체결방법에는 별도의 스프링이 부착되어 한층 더 완충작용을 이루어 내진에 강한구조를 지닌다.And all three types of bolting methods can be attached to the prefabricated box and the rubber can be fully buffered. In addition, the band-type bolt fastening method has a separate spring is attached to make a more cushioning effect has a strong structure against earthquake.

상기의 단계들에 의해서 조립식박스형 콘크리트 주택을 시공하게 되면 건축물의 골조 부를 프리캐스트 콘크리트로 공장에서 제작하여 생산된 부재들을 사용하여 균질한 콘크리트부재로 시공할 수 있고 또한 진동진압의 방법으로 골재와 시멘트의 분리현상을 막을 수 있어 제품의 강도를 충족시킬 수 있기 때문에 제품 면에서 균일하여 건축물 골조부의 내구성이 향상되며, 부재의 표면도 깨끗하게 형성되고, 정확한 규격의 구조물들로 정밀한 시공을 할 수 있을 뿐만 아니라 공사기간 및 인건비등의 감소로 공사비용도 절감할 수 있다. 또한 상부의 부재 (1)에서 (30)까지의 박스형 프리캐스트 콘크리트부재와 지붕형 프리캐스트 콘크리트부재로 건축주가 원하는 어떤 형태의 평수라도, 어떤 평면이라도 가능한 프리캐스트 콘크리트 조립식박스를 이용한 건축물 제조 및 시공방법이다.When the prefabricated box-type concrete house is constructed by the above steps, the structural part of the building can be constructed as a homogeneous concrete member by using the members produced and manufactured in the factory as precast concrete, and also aggregate and cement by vibrating suppression method. It can prevent the separation phenomenon of the product, so it can meet the strength of the product, so it is uniform in terms of product, which improves the durability of the structure frame, the surface of the member is also formed cleanly, and precise construction can be done with the structures of the correct standard. In addition, construction costs can be reduced by reducing construction period and labor costs. In addition, the box-shaped precast concrete member and the roof-type precast concrete member from the upper members (1) to (30), the building production and construction method using the precast concrete prefabricated box that can be any planar, any plane to be.

따라서 본 발명의 시공방법에 의해 건축물을 시공하게 되면, 프리캐스트로 형성한 조립식박스형 콘크리트 부재들로 현장에서 조립, 시공하게 되므로 골조부의 시공기간을 획기적으로 단축시키고, 프리캐스트 콘크리트로 제작된 골조부의 품질 또한 향상되어 정밀한 시공이 이루어지며 대부분의 부재들을 시공하는 작업을 기계화할 수 있어서, 시공성의 향상으로 비용과 인력을 절감할 수 있으며, 임시가설재들을 획기적으로 감소시킬 수 있다. 이러한 방법으로 시공을 비숙련공이라도 안전하게 시공함은 물론 구조적으로 튼튼하며 현장에서의 공기단축 및 노무비 절약으로 경제성을 가진 뛰어난 시공방법으로 완성시킬 수 있도록 한 것이다. 그리고 종전의 주택시공의 단점을 보완 그 성능을 향상시키는 새로운 주택시공방법이 프리캐스트 콘크리트 조립식박스를 이용한 건축물 제조 및 시공방법이다.Therefore, when the building is constructed by the construction method of the present invention, the prefabricated box-type concrete members formed by precast will be assembled and constructed in the field, thereby dramatically shortening the construction period of the frame part, and the frame part made of precast concrete. Quality is also improved to achieve precise construction and mechanize the work of most members, which can improve cost and manpower, and drastically reduce temporary temporary materials. In this way, even unskilled workers can be safely constructed as well as structurally strong and can be completed in an excellent construction method with economical efficiency by shortening the air and saving labor costs in the field. In addition, a new housing construction method that complements the shortcomings of conventional housing construction and improves its performance is a method of manufacturing and constructing a building using a precast concrete prefabricated box.

Claims (7)

기초 콘크리트바닥(31)위에 레벨용 베이스판(32)을 시공하고 난 후에 조립식박스형 콘크리트부재로1개 층의 평면(33)을 조립해 나가는 프리캐스트 콘크리트 조립식박스를 이용한 건축물 제조 및 시공방법Building method and construction method using precast concrete prefabricated box to assemble floor 33 of one floor with prefabricated box type concrete member after constructing base plate 32 for level on base concrete floor 31 조립식박스형 콘크리트부재 상호연결(35)은 볼트체결(44)로 상호 연결하여 일체화하고 기초 콘크리트바닥(31)과 조립식박스형 콘크리트부재(33)과의 접합은 무수축 몰탈 그라우팅 처리하는 프리캐스트 콘크리트 조립식박스를 이용한 건축물 제조 및 시공방법Precast concrete prefabricated box prefabricated box-type concrete member interconnection 35 is integrally interconnected by bolted fastening 44, and the connection between the base concrete floor 31 and the prefabricated box-type concrete member 33 is pre-cast concrete prefabricated box that undergoes shrinkage mortar grouting. Building construction and construction method using 제1,2항의 방법으로 완성된 구조물평면(39)에 있어서 내부벽체마감(40), 내부천정마감(41), 지붕마감재(42)로 형성하여 시공하는 프리캐스트 콘크리트 조립식박스를 이용한 건축물 제조 및 시공방법Building construction using precast concrete prefabricated boxes formed by the interior wall finish 40, the interior ceiling finish 41, the roof finishing material 42 in the structure plane 39 completed by the method of claim 1 and 2. Construction method 볼트체결(44)의 방법은 앙카매립형(45), 앙카관통형(46), 밴드형(47)등으로 나뉘는 프리캐스트 콘크리트 조립식박스를 이용한 건축물 제조 및 시공방법The method of bolt fastening 44 is a method of manufacturing and constructing a building using a precast concrete prefabricated box divided into an anchor buried type 45, an anchor penetrating type 46, and a band type 47. 프리캐스트 콘크리트 조립식박스(33)바닥은 전기, 설비 등의 시설이 되어 있는 구조이며 이는 프리캐스트 콘크리트 조립식박스(33)을 제조시 매설하는 프리캐스트 콘크리트 조립식박스를 이용한 건축물 제조 및 시공방법 Precast concrete prefabricated box (33) The floor is a structure that is equipped with facilities such as electricity, facilities, etc. This is a building manufacturing and construction method using a precast concrete prefabricated box that is embedded when manufacturing the precast concrete prefabricated box (33) 프리캐스트 조립식 외부벽체 (37) 는 창문 및 출입문을 고려하여 공장제작하여 여러 가지 형태로 제작가능하며 많은 종류의 건축용 재료를 사용하여 미관을Precast prefabricated exterior wall (37) can be manufactured in various forms by manufacturing a factory considering windows and doors, and by using many kinds of building materials, 더욱 다양화할 수 프리캐스트 콘크리트 조립식박스를 이용한 건축물 제조 및 시공방법Building method and construction method using precast concrete prefabricated box 청구항 1,2에 있어서 프리캐스트 콘크리트 조립식박스를 이용한 건축물 제조 및 시공방법은 일정기간 사용후 철거 운송이 용이하여 주거이동가능한 프리캐스트 콘크리트 조립식박스를 이용한 건축물 제조 및 시공방법.The method for manufacturing and constructing a building using precast concrete prefab boxes according to claim 1, wherein the method for manufacturing and constructing a building using precast concrete prefabricated boxes can be easily moved by demolition and transportation after use for a predetermined period of time.
KR1020050111076A 2005-11-21 2005-11-21 A building making and construction using precast concrete prefab box KR20070053375A (en)

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100969166B1 (en) * 2007-10-29 2010-07-09 이병철 The building which uses the precast concrete assembly box
KR101678628B1 (en) 2016-04-07 2016-11-22 신성구조이엔지 주식회사 Apparatus and hence a producing house rego way forced Formwork caisson
WO2018212472A1 (en) * 2017-05-17 2018-11-22 한국과학기술원 Method for estimating position of precast components and position estimation device
KR20230159776A (en) * 2022-05-13 2023-11-22 디엘이앤씨 주식회사 Unit combined modular structure for rooftop

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100969166B1 (en) * 2007-10-29 2010-07-09 이병철 The building which uses the precast concrete assembly box
KR101678628B1 (en) 2016-04-07 2016-11-22 신성구조이엔지 주식회사 Apparatus and hence a producing house rego way forced Formwork caisson
WO2018212472A1 (en) * 2017-05-17 2018-11-22 한국과학기술원 Method for estimating position of precast components and position estimation device
KR20230159776A (en) * 2022-05-13 2023-11-22 디엘이앤씨 주식회사 Unit combined modular structure for rooftop

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