KR101647784B1 - PC(Precast Concrete)Rego Type House - Google Patents

PC(Precast Concrete)Rego Type House Download PDF

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KR101647784B1
KR101647784B1 KR1020160052593A KR20160052593A KR101647784B1 KR 101647784 B1 KR101647784 B1 KR 101647784B1 KR 1020160052593 A KR1020160052593 A KR 1020160052593A KR 20160052593 A KR20160052593 A KR 20160052593A KR 101647784 B1 KR101647784 B1 KR 101647784B1
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South Korea
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concrete
fastening
horizontal
house
fastening nut
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KR1020160052593A
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Korean (ko)
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박윤수
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신성구조이엔지 주식회사
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/343Structures characterised by movable, separable, or collapsible parts, e.g. for transport
    • E04B1/34315Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts
    • E04B1/34331Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts mainly constituted by three-dimensional elements
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/16Structures 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
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/343Structures characterised by movable, separable, or collapsible parts, e.g. for transport
    • E04B1/34384Assembling details for foldable, separable, collapsible or retractable structures
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/348Structures 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
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38Connections for building structures in general
    • E04B1/388Separate connecting elements
    • E04B1/40
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62Insulation or other protection; Elements or use of specified material therefor
    • E04B1/74Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
    • E04B1/82Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to sound only
    • E04B1/84Sound-absorbing elements
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H1/00Buildings or groups of buildings for dwelling or office purposes; General layout, e.g. modular co-ordination or staggered storeys
    • E04H1/02Dwelling houses; Buildings for temporary habitation, e.g. summer houses

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Electromagnetism (AREA)
  • Acoustics & Sound (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

The present invention relates to a Lego type precast concrete house. According to the present invention, a lower structure including open upper and lower parts is placed at fixed intervals in the upper part of a support structure constructed of concrete. A vertical connection unit, a horizontal connection unit, and left and right horizontal connection units form a lower floor body construction member horizontally embedded in the lower structure, and a lower reinforcing bar and an upper reinforcing bar are connected by the vertical connection unit, the horizontal connection unit, and the right and left horizontal connection unit so that a lower floor body is continuously constructed as the concrete is placed in the lower floor body. Sufficient vertical strength of an upper structure, a lower structure, and a support structure is maintained so that the upper and lower structures and the support structure are connected in a multilayer structure by a lamination support device vertically embedded at a corner area after the upper structure with a same structure is placed on the upper part of the low structure. An upper floor body is placed on an upper floor body construction member embedded in the upper structure, and a middle corridor ceiling structure is constructed as the concrete is placed thereon. Upper finishing concrete is finished in the upper part of the upper structure so that PC house is constructed. Therefore, the prefabricated PC house has excellent constructability and sufficiently endures vibration and earthquake which are weaknesses of the prefabricated PC house. The PC house can be constructed at low costs and, therefore, is economically efficient.

Description

레고형 PC 하우스 {PC(Precast Concrete)Rego Type House}PC (Precast Concrete) Rego Type House}

본 발명은 레고형 PC 하우스에 관한 것으로, 상세하게는 콘크리트로 제작된 받침구조물 상부에, 상하부가 개방된 하부구조물을 올려놓고, 받침구조물과 하부구조물에 하부바닥체를 타설하여 연결하고, 하부구조물에 상부구조물을 올려놓고 연결하여 시공하도록 구성한 것이다.The present invention relates to a legged type PC house. More specifically, the present invention relates to a legged type PC house, in which a lower structure having upper and lower openings is placed on an upper part of a backing structure made of concrete, a lower body is laid on the backing structure and lower structure, And the upper structure is placed on the upper part of the frame.

일반적으로 주택이나 건물 등의 시공은, 먼저 건축하고자 하는 지면을 파내어 터잡기 공사를 진행한 다음, 터잡기 공사가 이루어진 공간에 콘크리트를 이용하여 지반을 구축한 후, 구축된 지반에 건축하고자 하는 주택이나 건물의 구조에 따라 내부에 철근이 배근된 내외측 거푸집을 설치한다.Generally, in construction of houses and buildings, first of all, the ground to be constructed is dug up and the construction work is carried out. Then, after constructing the ground using concrete in the space where the construction work is done, Depending on the structure of the building, an inner and outer formwork with reinforcement inside is installed.

이와 같이 내외측 거푸집이 설치되면, 설치된 내외측 거푸집의 내측에 콘크리트를 타설하여 기본적인 벽체를 시공하며, 벽체시공이 이루어진 후에는 타설된 콘크리트의 충분한 양생시간을 거치게 되고 콘크리트의 양생이 이루어지고 나면, 다시 시공된 벽체의 천정슬라브를 시공하기 위한 거푸집설치 공사를 진행하며 천정슬라브 거푸집에 콘크리트를 타설하고 양생하는 과정을 거쳐 기본적인 주택이나 건물의 구조를 완성하게 된다.When the inner and outer molds are installed, the concrete wall is installed by inserting the concrete into the inner and outer molds. After the wall is constructed, the cured concrete is cured for a sufficient time. When the concrete is cured, The construction work for the ceiling slab of the rebuilt wall is carried out, and the basic structure of the house or building is completed through the process of pouring and curing the concrete in the ceiling slab formwork.

또한, 기본적인 건물의 구조가 완성되면 벽돌 등과 같은 내외장재를 이용하여 건물의 내벽면과 외벽면을 마감하고, 기타 전기배선이나 수도배관 등을 시공한 다음 주택을 완성하게 된다. In addition, when the basic structure of the building is completed, interior and exterior walls of the building are closed using bricks and other internal and external materials, and other electrical wiring and water pipes are constructed, and then the house is completed.

이와 같은 시공방법에 의해 이루어지는 주택 또는 건물의 시공은, 예를 들어 내외측 거푸집을 설치하거나 또는 내외측 거푸집의 내부에 철근을 배근하거나 또는 콘크리트를 타설하거나 또는 타설된 콘크리트를 양생하는 과정을 반드시 거쳐야 하기 때문에 주택시공기간이 오래 걸리게 되는 문제점이 있다.The construction of a house or a building made by such a construction method must be carried out, for example, by installing an inner or outer formwork or placing reinforcing bars in the inner and outer formwork, pouring concrete, or curing the poured concrete The construction period of the house is long.

이와 같은 종래의 문제점을 해결하기 위한 선행기술에는 등록특허 10-1410602호(발명의 명칭 : 콘크리트 주택의 단위체 구조물 적층 시공방법)가 제공되고 있다.A prior art for solving such conventional problems is disclosed in Japanese Patent No. 10-1410602 entitled " Method of Laminate Construction of Monolithic Structures of Concrete Housing ".

이러한 선행기술은 콘크리트 주택의 단위체 구조물 적층 시공방법이 개시되는 것으로, 기초바닥 위에 단위체 콘크리트 구조물을 적층하여 다층으로 단위체 콘크리트 주택을 시공할 때 적층되는 단위체 콘크리트 구조물들의 상면과 바닥면을 간단하게 앙카체와 너트에 의한 볼팅결합하여 줌으로써 다층으로 적층되는 단위체 콘크리트 구조물들의 견고한 지지성은 물론 내구성을 크게 향상시킬 수 있으며 현장에서의 거푸집 설치와 설치된 거푸집에 콘크리트를 타설하지 않고 단위체로 이루어진 콘크리트 구조물을 직접 조립하여 암거주택을 시공함으로써 공사기간을 크게 단축시킬 수 있을 뿐만 아니라, 주택시공의 단순화와 함께 공사기간의 단축은 물론 단위체로 이루어진 콘크리트 구조물의 적층에 의한 연결작업이 간단하게 이루어지도록 하여 작업효율성을 크게 향상시킬 수 있는 것이다.This prior art discloses a monolithic structure construction method of a concrete house. When a unit concrete structure is laminated on a foundation floor, the upper and lower surfaces of the unit concrete structures stacked when the unit concrete house is constructed in multiple layers are simply anchored And the bolts are combined with each other, so that the multi-layered unit concrete structures can be improved in durability as well as in durability, and the concrete structure made of the unit can be directly assembled without placing the concrete in the formwork and the installed formwork In addition to the construction period, it is possible to simplify the house construction and to shorten the construction period, as well as to make the connection work by stacking the concrete structures made of monoliths simple. Up efficiency can be greatly improved.

그러나, 이와 같은 선행기술은 좌측면과 우측면, 상면, 바닥면이 일체로 형성되고, 전후면이 개방되어 공간이 마련되는 콘크리트 구조물을 성형하기가 용이하지 않을 뿐만 아니라, 제작된 중량의 단위체 콘크리트 구조물의 상면과 바닥면에 구멍을 뚫고 앙카체와 너트에 의해 볼팅 결합으로 적층하여 시공함에 따라 시공성 및 강도가 저하되는 문제점이 발생되었다.However, in such a prior art, it is not easy to form a concrete structure in which a left side, a right side, an upper side, and a bottom side are integrally formed and the front and rear sides are opened to provide space, And holes are formed in the upper and lower surfaces of the upper and lower surfaces of the upper and lower plates, respectively, and the upper and lower surfaces are bolted together by an anchor body and a nut.

대한민국 등록특허 10-1410602호(2014.06.16 등록)Korean Registered Patent No. 10-1410602 (Registered on June 16, 2014) 대한민국 등록특허 10-1370183호(2014.02.28 등록)Korean Registered Patent No. 10-1370183 (Registered on Feb. 28, 2014)

본 발명은 이와 같은 종래의 문제점을 해결하기 위하여 안출된 것으로, 본 발명은 콘크리트로 제작된 받침구조물 상부에, 상하부가 개방된 하부구조물을 올려놓고, 받침구조물과 하부구조물 상부에 상부바닥체를 타설하여 연결하고, 하부구조물 상부에 상부구조물을 올려놓고 상하부로 연결 시공하도록 구성한 레고형 PC 하우스를 제공하는 데 목적이 있다.SUMMARY OF THE INVENTION The present invention has been conceived in order to solve such a conventional problem, and it is an object of the present invention to provide a floor structure having an upper and lower openings on an upper part of a backing structure made of concrete, And the upper structure is placed on the upper part of the lower structure and connected to the upper and lower parts.

이와 같은 목적을 달성하기 위한 과제 해결 수단은 콘크리트로 제작된 장방형의 받침구조물과; 창문 설치구가 형성된 전면체와, 출입문 설치구가 형성된 후면체와, 전면체 및 후면체와 동일 높이로 일체로 형성된 좌측면체 및 우측면체로 이루어지고, 상하부에 대응되게 경사걸림단이 형성되고, 상기 받침구조물 상부에 간격을 두고 안착되며, 상하부가 개방된 다수의 하부구조물 및 상부구조물과; 상기 전,후면체 및 좌,우측면체에 대응되게 매설되어 받침구조물 상부와 하부구조물 및 상부구조물 내부 및 사이에 하부바닥체, 상부바닥체 및 중간복도천정구조체를 타설 시공하기 위한 하부바닥체시공부재 및 상부바닥시공부재와; 상기 하부구조물의 전,후면체 및 좌,우측면체 상부 내주면에 연장 형성된 내측안착단과, 내측안착단 상부에 안착되는 마감콘크리트와, 마감콘크리트 상부에 안착되는 소음방지완충재로 이루어지고, 상부에 상부바닥체가 타설 시공되는 중간천정구조체와; 상기 하부구조물과 상부구조물의 모서리 영역과 받침구조물 사이에 수직으로 구비되어 하부구조물과 상부구조물의 적층을 안정되게 받치기 위한 적층지지장치로 구성된 것을 특징으로 한다.In order to achieve the above-mentioned object, the present invention provides a support structure comprising: a rectangular support structure made of concrete; A front surface body on which a window mounting opening is formed, a rear surface body on which a door opening is formed, a left side surface and a right side surface integrally formed at the same height as the front surface and the rear surface, A plurality of lower structures and upper structures which are spaced apart from each other above the support structure and open at upper and lower portions thereof; A lower floor body installation member for supporting the lower floor body, the upper floor body and the middle corridor ceiling structure in a manner to be embedded in the front and rear surfaces, the left and right side surfaces, and between the upper and lower structures, And an upper floor construction member; And a noise preventing cushion material resting on the top of the finished concrete. The upper floor is made of an upper floor and a lower floor, An intermediate ceiling structure to which a sieve is placed; And a stacking support device vertically provided between the edge structure of the lower structure and the upper structure and the support structure to stably support the stack of the lower structure and the upper structure.

본 발명에 따르면, 콘크리트로 제작된 받침구조물 상부에, 상하부가 개방된 하부구조물을 적정간격으로 올려놓고, 하부구조물에 수평으로 매설되는 하부바닥체시공부재를 구성하는 수직체결구, 수평체결구 및 좌,우측 수평체결구를 통해 하부보강철근 및 상부보강철근을 연결하여 하부바닥체를 타설 연결하고, 하부구조물 상부에 동일 구조의 상부구조물을 올려놓고 모서리 영역에 수직으로 매설된 적층지지장치로써 받침구조물과 하부구조물 및 상부구조물의 수직강도를 충분히 유지하여 다층구조로 연결시공하며, 상부구조물에 매설된 상부바닥체시공부재에 상부바닥체를 타설하고, 중간복도천정구조체를 타설 시공하며, 상부구조물 상부에 상단마감콘크리트를 마감하여 PC 하우스를 시공함으로써, 시공성이 우수할 뿐만 아니라 조립식 PC 하우스의 취약점인 지진, 진동에 충분히 견딜 수 있으며, 저렴한 비용으로 시공할 수 있어 경제적으로 유익한 효과가 제공된다.According to the present invention, there are provided a vertical fastening unit, a horizontal fastening unit and a horizontal fastening unit, which constitute a lower floor installation member horizontally buried in a lower structure, The upper and lower reinforcing bars are connected to each other through the left and right horizontal fasteners, and the lower structure is connected to the upper structure. The upper structure with the same structure is placed on the lower structure and the support is embedded vertically in the corner area. The vertical structure of the structure, the lower structure and the upper structure is sufficiently retained and connected to each other by a multi-layer structure, an upper bottom body is poured into the upper bottom body construction member buried in the upper structure, a middle corridor ceiling structure is poured, By installing the PC house by finishing the upper finishing concrete at the upper part, not only the construction is excellent, but also the prefabricated PC house Which is vulnerable to earthquakes and vibrations, and can be constructed at a low cost, thereby providing economically advantageous effects.

도 1은 본 발명에 따른 레고형 PC 하우스의 하부구조물 및 상부구조물을 도시한 사시도.
도 2는 본 발명에 따른 레고형 PC 하우스의 정면구성도.
도 3 및 도 4는 본 발명에 따른 레고형 PC 하우스의 측면 및 평면구성도.
도 5는 도 2의 A-A선 단면 구성도.
도 6은 도 5의 "A"부분에 대한 확대 구성도.
도 7은 본 발명에 따른 레고형 PC 하우스의 시공상태를 도시한 것으로, a는 받침구조물에 하부구조물이 시공되는 상태도이고, b 내지 d는 하부구조물에 구비되는 하부바닥체시공부재가 연결된 상태도이며, e는 하부바닥체가 시공된 상태도이다.
도 8은 본 발명에 따른 레고형 PC 하우스의 시공상태를 도시한 것으로, a 및b는 하부구조물 상부에 상부구조물이 적층 시공된 상태도이고, c 내지 f는 상부구조물에 구비되는 상부바닥체시공부재가 연결된 상태도이며, g 및 h는 상부바닥체 및 중간복도천정구조체가 시공된 상태도이며, i는 상부구조물 상부를 마감시공한 상태도이다.
1 is a perspective view showing a lower structure and an upper structure of a legged PC house according to the present invention.
2 is a front view of a legacy PC house according to the present invention.
3 and 4 are side and plan configuration views of a legged PC house according to the present invention.
5 is a cross-sectional view taken along line AA of Fig.
6 is an enlarged configuration view of the portion "A" of Fig. 5; Fig.
7 is a view showing a construction of a legged PC house according to the present invention, in which a is a state in which a lower structure is installed in a supporting structure, and b to d are a state in which a lower floor installation member provided in the lower structure is connected , and e is a state in which the lower floor is constructed.
FIG. 8 is a view showing a construction of a legged PC house according to the present invention, wherein a and b are a state in which an upper structure is laminated on an upper part of a lower structure, G and h are the state in which the upper bottom body and the middle corridor ceiling structure are installed, and i is a state in which the upper part of the upper structure is finished.

이하, 첨부된 도면을 참조로 본 발명에 따른 실시예를 상세하게 설명하면 다음과 같다.Hereinafter, embodiments of the present invention will be described in detail with reference to the accompanying drawings.

첨부된 도면중 도 1은 본 발명에 따른 레고형 PC 하우스의 하부구조물 및 상부구조물을 도시한 사시도이고, 도 2는 본 발명에 따른 레고형 PC 하우스의 정면구성도이며, 도 3 및 도 4는 본 발명에 따른 레고형 PC 하우스의 측면 및 평면구성도이고, 도 6은 도 5의 "A"부분에 대한 확대 구성도이다.1 is a perspective view showing a lower structure and an upper structure of a legged PC house according to the present invention, FIG. 2 is a front view of a legged PC house according to the present invention, and FIGS. 3 and 4 6 is a side view and a plan structural view of a legged PC house according to the present invention, and FIG. 6 is an enlarged view of the "A" portion of FIG.

도 1 내지 도 6에 도시된 바와 같이, 본 발명에 따른 레고형 PC 하우스는 적정 두께를 유지하여 장방형으로 콘크리트로 제작된 받침구조물(10)과; 창문 설치구(21a)가 형성된 전면체(21)와, 출입문 설치구(22a)가 형성된 후면체(22)와, 전면체(21) 및 후면체(22)와 동일 높이로 일체로 형성된 좌측면체(23) 및 우측면체(24)로 이루어지고, 상하부에 대응되게 단차걸림단(20a)이 연장되게 형성되고, 받침구조물(10) 상부에 간격을 두고 안착되며, 상하부가 개방된 하부구조물(20) 및 상부구조물(30)과; 하부구조물(20) 및 상부구조물(30)의 전,후면체(21)(22) 및 좌,우측면체(23)(24)에 대응되게 매설되어 받침구조물(10) 상부와 하부구조물(20) 및 상부구조물(30) 내부 및 사이에 하부바닥체(50), 상부바닥체(51) 및 중간복도천정구조체(90)를 타설 및 안착시공하기 위한 하부바닥체시공부재(40) 및 상부바닥시공부재(41)와; 하부구조물(20)과 상부구조물(30)의 전,후면체(21)(22) 및 좌,우측면체(23)(24) 상부 내주면에 연장 형성된 내측안착단(62)과, 내측안착단(62) 상부에 안착되는 마감콘크리트(64)와, 마감콘크리트(64) 상부에 안착되는 소음방지완충재(66)로 이루어지고, 상부에 상부바닥체(51)가 타설 시공되는 중간천정구조체(60)와; 하부구조물(20)과 상부구조물(30)의 모서리 영역과 받침구조물(10) 사이에 수직으로 구비되어 하부구조물(20)과 상부구조물(30)의 적층을 안정되게 받치기 위한 적층지지장치(70)로 이루어진다.1 to 6, a legged type PC house according to the present invention includes: a base structure 10 made of concrete in a rectangular shape while maintaining an appropriate thickness; A front surface body 21 having a window mounting hole 21a formed therein and a rear surface body 22 having a door surface mounting port 22a formed thereon and a left side surface body 22 integrally formed at the same height as the front surface body 21 and the rear surface body 22, And a lower structure 20 (20) having upper and lower openings and spaced apart from the upper side of the base structure (10) so as to correspond to the upper and lower portions, And an upper structure 30; The upper and lower structures 20 and 22 of the upper structure 30 and the upper and lower structures 20 and 22 are buried correspondingly to the lower structure 20 and the upper structure 30, A lower floor installation member 40 for installing and seating the lower floor body 50, the upper floor body 51 and the middle corridor ceiling structure 90 in and between the upper and lower structures 30, A member 41; An inner seating end 62 extending from the upper inner surface of the front and rear surfaces 21 and 22 and the left and right side surfaces 23 and 24 of the lower structure 20 and the upper structure 30, And a noise preventing cushioning material 66 seated on the finished concrete 64. The intermediate ceiling structure 60 has an upper bottom body 51 laid on an upper portion thereof, Wow; A stacking support device 70 for vertically supporting the stack of the lower structure 20 and the upper structure 30 between the edge areas of the lower structure 20 and the upper structure 30 and the backing structure 10 ).

상기 하부바닥체시공부재(40) 및 상부바닥체시공부재(41)는 전면체(21)의 하부 영역에 매설되고 수직 및 수평으로 이루어진 내측보강바(42)와, 내측보강바(42)의 단부에 수평으로 연결되고, 전면체(21)의 내측으로 노출되게 매설된 수평파이프(43)로 이루어진 수직체결구(44)와; 수직체결구(44)의 수평파이프(43)와 대응되게 후면체(22)를 관통하여 매설된 다수의 수평체결구(45)와; 좌,우측면체(23)(24)의 하부 영역에 동일 간격 및 높이로 대응되고 관통되게 매설된 좌측수평체결구(46) 및 우측수평체결구(47)와; 수직체결구(44)의 수평파이프(43)와 수평체결구(44) 사이에 순차적으로 연결되는 하부보강철근(48)과; 좌,우측수평체결구(46)(47) 사이에 순차적으로 연결되는 상부보강철근(49)으로 이루어진다.The lower bottom body mounting member 40 and the upper bottom body mounting member 41 are composed of an inner reinforcement bar 42 embedded in a lower region of the front body 21 and being vertically and horizontally arranged, A vertical fastener 44 horizontally connected to the end portion and composed of a horizontal pipe 43 buried so as to be exposed to the inside of the front body 21; A plurality of horizontal fasteners 45 embedded through the rear body 22 in correspondence with the horizontal pipe 43 of the vertical fastener 44; A left horizontal fastener 46 and a right horizontal fastener 47 corresponding to the lower area of the left and right side faces 23 and 24 at the same interval and height and buried therethrough; A lower reinforcing steel bar 48 sequentially connected between the horizontal pipe 43 of the vertical fastening member 44 and the horizontal fastening hole 44; And an upper reinforcing bar 49 sequentially connected between the left and right horizontal fasteners 46 and 47.

상기 적층지지장치(70)는 하부구조물(20) 및 상부구조물(30)의 하단 모서리 영역에 나사공(81a)이 노출되게 매설된 하부체결장너트(81)와, 하부구조물(20) 및 상부구조물(30)의 상단 모서리 영역에 주입식 접착 케미컬앵커(82)가 주입되는 나사공(83a)이 노출되게 매설된 상부 체결장너트(83)와, 하부체결장너트(81) 및 상부체결장너트(83) 상부와 하부 사이에 연결된 수직보강봉(84)으로 이루어진 보강매설부재(80)와; 하부체결장너트(81)의 나사공(81a)에 체결되고, 상부체결장너트(83)에 주입되는 주입식 접착 케미컬앵커(82)에 의해 접착 고정되도록 나사공(83a)에 끼워지는 하부체결볼트(85) 및 상부체결볼트(86)와; 바닥구조물(10) 상부에 형성되고, 내부에 주입되는 주입식 접착 케미컬앵커(82) 의해 접착 고정되는 하부체결볼트(85)가 끼워지는 체결고정홈(87)으로 이루어진다.The laminated support apparatus 70 includes a lower fastening nut 81 and a lower fastening nut 81. The lower fastening nut 81 has a screw hole 81a exposed in a bottom edge region of the lower structure 20 and the upper structure 30. The lower fastening nut 81 is screw- An upper fastening nut 83 and a lower fastening fastening nut 83 are integrally formed in the upper edge area of the structure 30 so as to expose a screw hole 83a into which the injectable adhesive chemical anchor 82 is inserted, A reinforcing buried member 80 made of a vertical reinforcing rod 84 connected between the upper portion and the lower portion of the reinforcing member 83; The lower fastening bolt 83a is fastened to the screw hole 83a of the lower fastening nut 81 so as to be adhered and fixed by the injection type adhesive chemical anchor 82 injected into the upper fastening nut 83. [ (85) and an upper fastening bolt (86); And a fastening fixing groove 87 formed in the upper portion of the bottom structure 10 and fitted with a lower fastening bolt 85 which is adhesively fixed by an injection type adhesive chemical anchor 82 injected into the bottom structure 10.

이때, 보강매설부재(80)를 구성하는 상부체결장너트(83)의 나사공(83a)은 하부체결장너트(81)의 나사공(81a)에 비해 직경이 크게 구성되어 주입식 접착 케미컬앵커(82)의 주입이 용이하고, 상부체결볼트(86)의 접착고정이 용이한 것이다.At this time, the screw hole 83a of the upper fastening nut 83 constituting the reinforced buried member 80 has a larger diameter than the screw hole 81a of the lower fastening nut 81, and the injection type adhesive chemical anchor 82 can be easily injected, and the upper fastening bolt 86 can be easily fixed by adhesion.

상기 중간복도천정구조체(90)는 상기 하부구조물(20)과 상부구조물(20)의 후면체(22) 외측에 형성된 걸림단(91)과; 걸림단(91)에 안착되는 마감콘크리트(92)와; 마감콘크리트(92) 상부에 안착되는 소음방지완충재(93)와; 소음방지완충재(93) 상부와 상부바닥체시공부재(41)를 구성하는 후면체(22)의 수평체결구(45) 사이에 연결된 상부보강철근(48) 영역으로 타설 양생되는 상부마감콘크리트(94)로 이루어진다.The middle corridor ceiling structure 90 includes a lower end structure 20 and an engaging end 91 formed outside the rear body 22 of the upper structure 20; A finishing concrete 92 that is seated on the latching end 91; A noise preventive cushion 93 seated on the top of the finishing concrete 92; The upper finishing concrete 94 (see FIG. 1) which is cured by putting the upper portion of the noise preventing cushion 93 and the upper reinforcing bar 48 connected between the horizontal fastening holes 45 of the rear body 22 constituting the upper bottom wall installing member 41 ).

한편, 도 8i에 도시된 바와 같이, 하부구조물(20)과 상부구조물(30)이 2층 구조로 적층된 상태에서 상부구조물(30)의 전,후면체(21)(22) 및 좌,우측면체(23)(24) 상부 내주면의 내측안착단(62)과 후면체(22)의 걸림단(91) 상부에 마감콘크리트(100)를 안착하고, 마감콘크리트(100) 상부에 소음방지완충재(110)를 안착하며, 소음방지완충재(110) 상부에 가로 및 세로로 보강철근(120)을 교차되게 설치하고, 이 보강철근(120) 상부 영역으로 상단마감콘크리트(130)를 타설하여 마감하게 된다.8I, the front and rear surfaces 21 and 22 of the upper structure 30 and the front and rear surfaces 21 and 22 of the upper structure 30 and the left and right side surfaces of the lower structure 20 and the upper structure 30, The finishing concrete 100 is seated on the inner seating end 62 of the upper inner peripheral surface of the flanges 23 and 24 and the upper end of the retaining end 91 of the rear body 22 and the noise preventing cushioning material 110 and the upper and lower concrete 130 are installed on the upper portion of the reinforcing bar 120 so that the upper and lower ends of the reinforcing bar 120 are covered with the upper and lower concrete 130 .

이와 같이 구성되는 레고형 PC 하우스의 시공상태를 첨부된 도면을 참조로 개략적으로 설명하기로 한다.The construction of the LEGO-type PC house thus constructed will be schematically described with reference to the accompanying drawings.

도 1 내지 도 6에서와 같이, 강제 거푸집(미도시)를 이용하여 창문 설치구(21a)가 형성된 전면체(21)와, 출입문 설치구(22a)가 형성된 후면체(22)와, 전면체(21) 및 후면체(22)와 동일 높이로 일체로 형성된 좌측면체(23) 및 우측면체(24)로 이루어진 다수의 하부구조물(20) 및 상부구조물(30)을 성형 제작하게 된다.As shown in FIGS. 1 to 6, a front body 21 having a window mounting opening 21a formed by using a forced form (not shown), a rear body 22 having a door opening 22a formed therein, A plurality of lower structures 20 and upper structures 30 including a left side body 23 and a right side body 24 integrally formed at the same height as the rear side body 21 and the rear side body 22 are formed.

이와 같이 성형 제작된 하부구조물(20)의 적층지지장치(70)를 구성하는 보강매설부재(80)의 상부체널장너트(83)에 안전고리(미도시)를 체결한 다음, 이를 중장비로서 들어올리고 하부구조물(20)의 하부체결장너트(81)에 형성된 나사공(81a)에 하부체결볼트(85)를 순차적으로 돌출되게 체결하게 된다.A safety hook (not shown) is fastened to the upper channel element nut 83 of the reinforced and embedded member 80 constituting the laminated support device 70 of the lower structure 20 thus molded and then mounted as a heavy equipment The lower fastening bolt 85 is successively projected to the screw hole 81a formed in the lower fastening nut 81 of the upper and lower structure 20.

이러한 상태에서 받침구조물(10) 상부에 형성되고, 주입식 접착 케미컬(82)이 주입된 체결고정홈(87) 내부에, 하부체결볼트(85)를 순차적으로 삽입시키면, 하부체결볼트(85)가 체결고정홈(87) 내부로 삽입되고, 내부의 주입식 접착 케미컬(82)의 접착력에 고정됨에 따라 하부구조물(20)이 받침구조물(10) 상부에 간격을 유지하여 설치된다.(도 7a참조)When the lower fastening bolt 85 is sequentially inserted into the fastening fastening groove 87 formed in the upper part of the backing structure 10 and the injection type adhesive chemical 82 is injected in this state, The lower structure 20 is installed on the upper part of the support structure 10 with a gap therebetween as the lower structure 20 is inserted into the fastening and fixing groove 87 and fixed to the adhesive force of the injection type adhesive chemical 82 inside the lower structure 20. Referring to FIG.

그 다음으로 도 7b 내지 도 7d에서와 같이 하부바닥체시공부재(40)를 구성하는 수직체결구(44)의 수평파이프(43)와 후면체(22)에 관통하여 매설된 수평체결구(45) 사이에 하부보강철근(48)을 순차적으로 연결하고, 좌,우측수평체결구(46)(47) 사이에 상부보강철근(49)을 순차적으로 연결한 다음, 하부보강철근(48)과 상부보강철근(49) 상부 영역으로 콘크리트를 타설하여 받침구조물(10) 상부와 하부구조물(20) 내부 및 사이에 균일하게 하부바닥체(50)를 시공하게 된다.7B to 7D, the horizontal pipe 43 and the rear body 22 of the vertical fastening member 44 constituting the lower floor body installation member 40 are inserted into the horizontal fasteners 45 And the upper reinforcing steel bars 49 are sequentially connected between the left and right horizontal fastening holes 46 and 47 and then the lower reinforcing steel bar 48 and the upper reinforcing steel bar 48 are sequentially connected. The concrete is laid in the upper area of the reinforcing bar 49 to uniformly install the lower bottom body 50 between the upper part of the supporting structure 10 and the inside of the lower structure 20. [

이러한 상태에서 도 7e에서와 같이 하부구조물(20)의 전,후면체(21)(22) 및 좌,우측면체(23)(24) 상부 내주면에 연장 형성된 내측안착단(62) 상부에, 미리 제작된 마감콘크리트(64)를 안착시킨 다음, 마감콘크리트(64) 상부에 소음방지완충재(66)를 안착시켜 중간천정구조체(60)를 안착 설치하게 된다.In this state, as shown in Fig. 7E, on the upper portion of the front and rear bodies 21 and 22 of the lower structure 20 and the inner side of the inner seating portion 62 formed on the inner peripheral surface of the left and right side bodies 23 and 24, After the manufactured finishing concrete 64 is seated, the noise preventing cushioning material 66 is placed on the finished concrete 64 and the intermediate ceiling structure 60 is seated thereon.

그 다음으로 도 8a,도 8b에서와 같이 상부구조물(30)의 적층지지장치(70)를 구성하는 보강매설부재(80)의 상부체널장너트(83)에 안전고리(미도시)를 체결한 다음, 이를 중장비로서 들어올리고 상부구조물(30)의 하부체결장너트(81)에 형성된 나사공(81a)에 하부체결볼트(85)를 순차적으로 돌출되게 체결하게 된다.Next, as shown in FIGS. 8A and 8B, a safety ring (not shown) is fastened to the upper channel element nut 83 of the reinforced buried member 80 constituting the laminated support device 70 of the upper structure 30 Next, the lower bolt 85 is lifted up as a heavy equipment, and the lower bolt 85 is successively projected to the screw hole 81a formed in the lower bolt-on nut 81 of the upper structure 30.

이러한 상태에서 하부구조물(20)의 상부체결장너트(83)의 나사공(83a) 내부에 주입식 접착 케미컬(82)이 주입한 다음, 상부체결장너트(83)의 나사공(83a) 내부에, 하부체결볼트(85)를 순차적으로 삽입시키게 된다. In this state, the injection type adhesive chemical 82 is injected into the threaded hole 83a of the upper fastening nut 83 of the lower structure 20 and then the threaded hole 83a of the upper fastening nut 83 is inserted into the threaded hole 83a of the upper fastening nut 83 And the lower fastening bolt 85 are sequentially inserted.

그러면, 하부체결볼트(85)가 나사공(83a) 내부로 삽입되고, 내부의 주입식 접착 케미컬(82)의 접착력에 고정되고, 하부구조물(20)의 상부에 형성된 단차걸림단(20a)에, 상부구조물(30) 하부에 형성된 경사걸림단(20a)에 상호 일치되어, 하부구조물(20) 상부에 동일 구조의 상부구조물(30)이 안정되게 적층된다.The lower fastening bolt 85 is inserted into the screw hole 83a and is fixed to the adhesive force of the injectable adhesive chemical 82. The lower fastening bolt 85 is fastened to the stepped end 20a formed on the upper portion of the lower structure 20, The upper structure 30 having the same structure is stably stacked on the lower structure 20 by mutually aligning with the inclined holding ends 20a formed at the lower portion of the upper structure 30. [

그 다음으로 도 8c 내지 도 8f에서와 같이, 하부구조물(20)의 후면체(22) 외측에 형성된 걸림단(91)에 마감콘트리틀(92)를 안착시키고, 마감콘크리트(92) 상부에 소음방지완충재(93)를 안착한 다음, 상부바닥체시공부재(41)를 구성하는 수직체결구(44)의 수평파이프(43)와 후면체(22)에 관통하여 매설된 수평체결구(45) 사이에 하부보강철근(48)을 순차적으로 연결하고, 좌,우측수평체결구(46)(47) 사이에 상부보강철근(49)을 순차적으로 연결하게 된다. Next, as shown in FIGS. 8C to 8F, the finishing concrete liner 92 is seated on the engaging end 91 formed outside the rear surface body 22 of the lower structure 20, The horizontal pipe 43 of the vertical fastening hole 44 constituting the upper floor body installation member 41 and the horizontal fastening holes 45 penetratingly inserted through the rear wall body 22 And the upper reinforcing steel bars 49 are sequentially connected between the left and right horizontal fastening holes 46 and 47. As shown in FIG.

이러한 상태에서 도 8g 및 도 8f에서와 같이, 하부보강철근(48)과 상부보강철근(49) 상부 영역으로 콘크리트를 타설하여 하부구조물(20)의 중간천정구조체(60) 상부에 상부바닥체(51)를 시공하고, 하부구조물(20)의 중간복도천정구조체(90) 상부에 균일하게 상부에 상부마감콘크리트(94)가 시공된다.8G and 8F, concrete is poured into the upper region of the lower reinforcing steel bar 48 and the upper reinforcing steel bar 49 to form an upper floor (not shown) on the upper part of the middle ceiling structure 60 of the lower structure 20. [ And the upper finishing concrete 94 is applied uniformly on the upper part of the middle corridor ceiling structure 90 of the lower structure 20.

이러한 상태에서 도 8i에서와 같이 상부구조물(30)의 전,후면체(21)(22) 및 좌,우측면체(23)(24) 상부 내주면의 내측안착단(62)과 후면체(22)의 걸림단(91) 상부에 마감콘크리트(100)를 안착하고, 마감콘크리트(100) 상부에 소음방지완충재(110)를 안착하며, 소음방지완충재(110) 상부에 가로 및 세로로 보강철근(120)을 교차되게 설치하고, 이 보강철근(120) 상부 영역으로 상단마감콘크리트(130)를 타설하여 마감하면, 2단 구조의 레고형 PC 하우스가 시공완료된다.In this state, as shown in FIG. 8I, the inner seating end 62 and the rear surface body 22 of the inner surfaces of the front and rear surfaces 21 and 22 and the left and right side surfaces 23 and 24 of the upper structure 30, The noise preventing cushion 110 is mounted on the upper portion of the finished concrete 100 and the reinforcing reinforcing bars 120 are installed vertically and vertically on the noise preventing cushion 110, And the upper finishing concrete 130 is poured into the upper area of the reinforcing bar 120 to finish the construction of the two-stage structure of the legged PC house.

이상에서 설명한 레고형 PC 하우스는 하부구조물 및 상부구조물을 2단으로 적층시공하는 구조에 한정하여 설명하였으나, 이에 한정하는 것이라 아니라 3.4.5단...으로 적층 및 좌우, 전후로 연결시공할 수 있는 것이다.Although the legged type PC house described above is limited to the structure in which the lower structure and the upper structure are laminated in two stages, it is not limited to this, but the laminated type PC house can be stacked, left, will be.

10 : 받침구조물 20 : 하부구조물
20a : 단차걸림단 21a : 창문 설치구
21,22 : 전,후면체 22a : 출입문 설치구
23,24 : 좌,우측면체 30 : 상부구조물
40 : 하부바닥체시공부재 41 : 상부바닥체시공부재
42 : 내측보강바 43 : 수평파이프
44 : 수직체결구 45 : 수평체결구
46 : 좌측수평체결구 47 : 우측수평체결구
48 : 하부보강철근 49 : 상부보강철근
50 : 하부바닥체 51 : 상부바닥체
60 : 중간천정구조체 62 : 내측안착단
64,92 : 마감콘크리트 66,93 : 소음방지완충재
70 : 적층지지장치 80 : 보강매설부재
81 : 하부체결장볼트 81a,83a : 나사공
82 : 주입식 접착 케이컬앵커 83 : 상부체결장볼트
84 : 수직보강봉 85 : 하부체결볼트
86 : 상부체결볼트 87 : 체결고정홈
90 : 중간복도천정구조체 91 : 걸림단
94 : 상부마감콘크리트 100 : 마감콘크리트
110 : 소음방지완충재 120 : 보강철근
130 : 상단마감콘크리트
10: Support structure 20: Lower structure
20a: Stepping step 21a: Window mounting hole
21, 22: front and rear surfaces 22a:
23,24: left and right side 30: upper structure
40: Lower floor body installation member 41: Upper floor body installation member
42: Inner reinforcement bar 43: Horizontal pipe
44: Vertical fastener 45: Horizontal fastener
46: Left side horizontal fastener 47: Right side horizontal fastener
48: Lower rebar 49: Upper rebar
50: lower bottom body 51: upper bottom body
60: Middle ceiling structure 62: Inner seat bottom
64,92: Finishing concrete 66,93: Noise prevention cushioning material
70: laminated support device 80: reinforced embedded member
81: Lower fastening bolt 81a, 83a:
82: Injection-type adhesive-cage curl anchor 83: Upper fastening bolt
84: vertical reinforcement rod 85: lower fastening bolt
86: upper fastening bolt 87: fastening fastening groove
90: middle hallway ceiling structure 91:
94: upper finishing concrete 100: finishing concrete
110: Noise cushioning material 120: Rebar
130: Top-finishing concrete

Claims (5)

장방형의 받침구조물(10)과;
창문 설치구(21a)가 형성된 전면체(21)와, 출입문 설치구(22a)가 형성된 후면체(22)와, 전면체(21) 및 후면체(22)와 동일 높이로 일체로 형성된 좌측면체(23) 및 우측면체(24)로 이루어지고, 상하부에 대응되게 단차걸림단(20a)이 형성되고, 상기 받침구조물(10) 상부에 간격을 두고 안착되며, 상하부가 개방된 다수의 하부구조물(20) 및 상부구조물(30)과;
상기 전,후면체(21)(22) 및 좌,우측면체(23)(24)에 대응되게 매설되어 받침구조물(10) 상부와 하부구조물(20) 및 상부구조물(30) 내부 및 사이에 하부바닥체(50), 상부바닥체(51) 및 중간복도천정구조체(90)를 타설 시공하기 위한 하부바닥체시공부재(40) 및 상부바닥시공부재(41)와;
상기 하부구조물(20)의 전,후면체(21)(22) 및 좌,우측면체(23)(24) 상부 내주면에 연장 형성된 내측안착단(62)과, 내측안착단(62) 상부에 안착되는 마감콘크리트(64)와, 마감콘크리트(64) 상부에 안착되는 소음방지완충재(66)로 이루어지고, 상부에 상부바닥체(51)가 타설 시공되는 중간천정구조체(60)와;
상기 하부구조물(20)과 상부구조물(30)의 모서리 영역과 받침구조물(10) 사이에 수직으로 구비되어 하부구조물(20)과 상부구조물(30)의 적층을 안정되게 받치기 위한 적층지지장치(70)로 구성된 것을 특징으로 하는 레고형 PC 하우스.
A rectangular support structure 10;
A front surface body 21 having a window mounting hole 21a formed therein and a rear surface body 22 having a door surface mounting port 22a formed thereon and a left side surface body 22 integrally formed at the same height as the front surface body 21 and the rear surface body 22, A plurality of lower structures (20a, 20b, 20c, 20d, 20d, 20e, 20e, 20e) 20 and an upper structure 30;
The front and rear bodies 21 and 22 and the left and right side bodies 23 and 24 are buried corresponding to the front and rear bodies 21 and 22 so that the upper and lower structures 20 and 30 A lower floor installation member 40 and an upper floor installation member 41 for piling the floor 50, the upper floor 51 and the middle corridor ceiling structure 90;
An inner seating end 62 formed to extend from the inner surfaces of the front and rear surfaces 21 and 22 and the left and right side surfaces 23 and 24 of the lower structure 20, An intermediate ceiling structure 60 made of a finishing concrete 64 and a noise preventive material 66 seated on the finished concrete 64 and having an upper bottom body 51 laid on the top;
A stacking support apparatus 20 vertically provided between the edge regions of the lower structure 20 and the upper structure 30 and the support structure 10 for stably supporting the stack of the lower structure 20 and the upper structure 30 70). ≪ / RTI >
제1항에 있어서, 상기 하부바닥체시공부재(40) 및 상부바닥체시공부재(41)는
상기 전면체(21)의 하부 영역에 매설되고 수직 및 수평으로 이루어진 내측보강바(42)와, 내측보강바(42)의 단부에 수평으로 연결되고, 전면체(21)의 내측으로 노출되게 매설된 수평파이프(43)로 이루어진 수직체결구(44)와;
상기 수직체결구(44)의 수평파이프(43)와 대응되게 후면체(22)를 관통하여 매설된 다수의 수평체결구(45)와;
상기 좌,우측면체(23)(24)의 하부 영역에 동일 간격 및 높이로 대응되고 관통되게 매설된 좌측수평체결구(46) 및 우측수평체결구(47)와;
상기 수직체결구(44)의 수평파이프(43)와 수평체결구(44) 사이에 순차적으로 연결되는 하부보강철근(48)과;
상기 좌,우측수평체결구(46)(47) 사이에 순차적으로 연결되는 상부보강철근(49)으로 구성된 것을 특징으로 하는 레고형 PC 하우스.
[2] The apparatus according to claim 1, wherein the lower bottom installation member (40) and the upper bottom installation member (41)
An inner reinforcing bar 42 embedded in a lower region of the front body 21 and vertically and horizontally connected to the inner reinforcing bar 42 and a horizontal reinforcing bar 42 connected horizontally to an end of the inner reinforcing bar 42, A vertical fastener 44 comprising a horizontal pipe 43;
A plurality of horizontal fasteners 45 embedded through the rear body 22 to correspond to the horizontal pipe 43 of the vertical fastener 44;
A left horizontal fastener 46 and a right horizontal fastener 47 corresponding to and spaced from each other at the same interval and height in the lower region of the left and right side faces 23 and 24;
A lower reinforcing steel bar 48 sequentially connected between the horizontal pipe 43 of the vertical fastener 44 and the horizontal fastener 44;
And an upper reinforcing steel bar (49) sequentially connected between the left and right horizontal fasteners (46) (47).
제1항에 있어서, 상기 적층지지장치(70)는
상기 하부구조물(20) 및 상부구조물(30)의 하단 모서리 영역에 나사공(81a)이 노출되게 매설된 하부체결장너트(81)와, 하부구조물(20) 및 상부구조물(30)의 상단 모서리 영역에 주입식 접착 케미컬앵커(82)가 주입되는 나사공(83a)이 노출되게 매설된 상부체결장너트(83)와, 하부체결장너트(81) 및 상부체결장너트(83) 상부와 하부 사이에 연결된 수직보강봉(84)으로 이루어진 보강매설부재(80)와;
상기 하부체결장너트(81)의 나사공(81a)에 체결되고, 상부체결장너트(83)에 주입되는 주입식 접착 케미컬앵커(82)에 의해 접착 고정되도록 나사공(83a)에 끼워지는 하부체결볼트(85) 및 상부체결볼트(86)와;
상기 받침구조물(10) 상부에 형성되고, 내부에 주입되는 주입식 접착 케미컬앵커(82) 의해 접착 고정되는 하부체결볼트(85)가 끼워지는 체결고정홈(87)으로 구성된 것을 특징으로 하는 레고형 PC 하우스.
The apparatus according to claim 1, wherein the lamination support apparatus (70)
A lower fastening nut 81 that is embedded in the bottom edge region of the lower structure 20 and the upper structure 30 such that a screw hole 81a is exposed and a lower fastening nut 81 that is inserted into the upper edge of the lower structure 20 and the upper structure 30, An upper fastening nut 83 and a lower fastening fastening nut 83. The lower fastening fastening nut 81 and the upper fastening nut 83 are fastened to each other by an upper fastening nut 83 having a screw hole 83a, A reinforcing buried member 80 made of a vertical reinforcing rod 84 connected to the vertical reinforcing bar 84;
The lower fastening nut 81 is fastened to the screw hole 81a of the lower fastening nut 81 and is fastened by the injection type adhesive chemical anchor 82 injected into the upper fastening nut 83. [ A bolt 85 and an upper fastening bolt 86;
And a fastening fixing groove (87) formed on the support structure (10) for fastening a lower fastening bolt (85) to be adhered and fixed by an injection type adhesive chemical anchor (82) House.
제1항에 있어서, 상기 중간복도천정구조체(90)는
상기 하부구조물(20)과 상부구조물(20)의 후면체(22) 외측에 형성된 걸림단(91)과;
상기 걸림단(91)에 안착되는 마감콘크리트(92)와;
상기 마감콘크리트(92) 상부에 안착되는 소음방지완충재(93)와;
상기 소음방지완충재(93) 상부와 상부바닥체시공부재(41)를 구성하는 수직체결구(44)의 수평파이프(43)와 후면체(22)의 수평체결구(44) 사이에 연결된 하부보강철근(49) 영역으로 타설 양생되는 상부마감콘크리트(94)로 구성된 것을 특징으로 하는 레고형 PC 하우스.
2. The apparatus according to claim 1, wherein the middle corridor ceiling structure (90)
A latching end 91 formed outside the rear structure 22 of the lower structure 20 and the upper structure 20;
A finishing concrete (92) seated on the holding end (91);
A noise preventing cushion 93 seated on the finished concrete 92;
A lower reinforcing member connected between the horizontal pipe 43 of the vertical fastening member 44 and the horizontal fastening member 44 of the rear face member 22 constituting the upper floor covering member 41 and the upper portion of the noise preventing cushion 93, And an upper finishing concrete (94) cast into the area of the reinforcing bars (49).
제1항에 있어서, 상기 상부구조물(30)의 전,후면체(21)(22) 및 좌,우측면체(23)(24) 상부 내주면의 내측안착단(62)과 후면체(22)의 걸림단(91) 상부에 마감콘크리트(100)를 안착하고,
상기 마감콘크리트(100) 상부에 소음방지완충재(110)를 안착하며,
상기 소음방지완충재(110) 상부에 가로 및 세로로 보강철근(120)을 교차되게 설치하고,
상기 보강철근(120) 상부 영역으로 상단마감콘크리트(130)를 타설하여 마감한 것을 특징으로 하는 레고형 PC 하우스.
2. The structure of claim 1, wherein the inner seating end (62) of the upper inner peripheral surface of the front and rear surfaces (21) and (22) and the left and right side surfaces (23) The finished concrete (100) is seated on the upper end of the locking step (91)
A noise preventing cushion 110 is seated on the finished concrete 100,
The reinforcing steel bars 120 are installed to cross over the noise preventing cushion 110 in the horizontal and vertical directions,
Wherein the upper end concrete 130 is poured into the upper area of the reinforcing bar 120 to finish the lenticular PC house.
KR1020160052593A 2016-04-29 2016-04-29 PC(Precast Concrete)Rego Type House KR101647784B1 (en)

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Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20190135671A (en) * 2018-05-29 2019-12-09 한국건설기술연구원 Building Core System using Precast Concrete Box Shaped Modules with Connection Hardware at Corners And Core System Construction Method Using Thereof
KR102099933B1 (en) * 2019-09-27 2020-04-10 한국건설기술연구원 Precast Concrete Modualr Structure And Method for Constructing the Same
KR102195434B1 (en) * 2020-07-30 2020-12-28 안영호 PC structure and the constructing method thereof
KR20210019722A (en) 2019-08-13 2021-02-23 주식회사 신장흥 Culvert type structure
KR102224796B1 (en) * 2019-09-27 2021-03-09 한국건설기술연구원 Precast Concrete Modualr Structure
EP3992384A1 (en) * 2020-10-30 2022-05-04 Luis Ernesto Navas San Millán Constructive arrangement
KR20230111756A (en) * 2022-01-19 2023-07-26 주식회사 태화엔지니어링 Modular core unit and concrete structure construction method using the same
WO2023172027A1 (en) * 2022-03-08 2023-09-14 주식회사 케이씨산업 Inverted u-shaped pc modular structure with integral bottom part
WO2023178366A1 (en) * 2022-03-18 2023-09-21 Mark Ryan Prefabricated building unit

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH11286992A (en) * 1998-04-03 1999-10-19 Mm:Kk Type reinforced concrete building built up
KR100938223B1 (en) * 2009-07-20 2010-01-22 동양특수콘크리트 (주) Precasting rainfall detention basin
KR100994783B1 (en) * 2010-07-15 2010-11-16 홍진성 Unit panel by eco material and eco house thereof
KR101370183B1 (en) 2006-11-24 2014-03-05 이데미쓰 고산 가부시키가이샤 Aromatic amine derivative and organic electroluminescent element using the same
KR101410602B1 (en) 2014-03-12 2014-06-20 박준신 construction method of concrete structure house
US20160090730A1 (en) * 2013-03-15 2016-03-31 Stuart Charles Segall Relocatable Habitat Unit

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH11286992A (en) * 1998-04-03 1999-10-19 Mm:Kk Type reinforced concrete building built up
KR101370183B1 (en) 2006-11-24 2014-03-05 이데미쓰 고산 가부시키가이샤 Aromatic amine derivative and organic electroluminescent element using the same
KR100938223B1 (en) * 2009-07-20 2010-01-22 동양특수콘크리트 (주) Precasting rainfall detention basin
KR100994783B1 (en) * 2010-07-15 2010-11-16 홍진성 Unit panel by eco material and eco house thereof
US20160090730A1 (en) * 2013-03-15 2016-03-31 Stuart Charles Segall Relocatable Habitat Unit
KR101410602B1 (en) 2014-03-12 2014-06-20 박준신 construction method of concrete structure house

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20190135671A (en) * 2018-05-29 2019-12-09 한국건설기술연구원 Building Core System using Precast Concrete Box Shaped Modules with Connection Hardware at Corners And Core System Construction Method Using Thereof
KR102105457B1 (en) * 2018-05-29 2020-04-28 한국건설기술연구원 Building Core System using Precast Concrete Box Shaped Modules with Connection Hardware at Corners And Core System Construction Method Using Thereof
KR20210019722A (en) 2019-08-13 2021-02-23 주식회사 신장흥 Culvert type structure
KR102099933B1 (en) * 2019-09-27 2020-04-10 한국건설기술연구원 Precast Concrete Modualr Structure And Method for Constructing the Same
KR102224796B1 (en) * 2019-09-27 2021-03-09 한국건설기술연구원 Precast Concrete Modualr Structure
KR102195434B1 (en) * 2020-07-30 2020-12-28 안영호 PC structure and the constructing method thereof
EP3992384A1 (en) * 2020-10-30 2022-05-04 Luis Ernesto Navas San Millán Constructive arrangement
KR20230111756A (en) * 2022-01-19 2023-07-26 주식회사 태화엔지니어링 Modular core unit and concrete structure construction method using the same
KR102636743B1 (en) * 2022-01-19 2024-02-14 주식회사 태화엔지니어링 Modular core unit and concrete structure construction method using the same
WO2023172027A1 (en) * 2022-03-08 2023-09-14 주식회사 케이씨산업 Inverted u-shaped pc modular structure with integral bottom part
WO2023178366A1 (en) * 2022-03-18 2023-09-21 Mark Ryan Prefabricated building unit

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