WO2015026027A1 - Method for constructing concrete house - Google Patents

Method for constructing concrete house Download PDF

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Publication number
WO2015026027A1
WO2015026027A1 PCT/KR2014/001733 KR2014001733W WO2015026027A1 WO 2015026027 A1 WO2015026027 A1 WO 2015026027A1 KR 2014001733 W KR2014001733 W KR 2014001733W WO 2015026027 A1 WO2015026027 A1 WO 2015026027A1
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Prior art keywords
concrete
unit
connection plate
connection
unit concrete
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PCT/KR2014/001733
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French (fr)
Korean (ko)
Inventor
박준신
Original Assignee
Park Jun Sin
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Publication of WO2015026027A1 publication Critical patent/WO2015026027A1/en

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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
    • E04B1/348—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
    • E04B1/38—Connections for building structures in general
    • 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

Definitions

  • the present invention relates to a concrete house construction method, and more specifically, by using a PC (Precast Concrete) structure consisting of units each to construct a prefabricated house by simplifying the construction of the house, as well as shortening the construction period as well as made of the unit
  • the present invention relates to a concrete house construction method that enables a simple connection work of a PC structure to greatly improve work efficiency.
  • construction of a house or a building is carried out by first digging out the ground to be built, and then constructing the ground using concrete in the space where the construction is made, and then building the ground to be built.
  • internal and external formwork with reinforced bars installed inside.
  • interior and exterior walls of the building are finished using interior and exterior materials such as bricks, and other electrical wiring or water pipes are constructed to complete the house.
  • a house or a building is prefabricated using a concrete structure in which a wall and a ceiling slab, which form the basis of the house, are formed into a single structure.
  • Each unit is mass-produced at the factory first, and then the assembled unit is transferred to the site and assembled to build a prefabricated house.
  • the construction period of the concrete house or building is omitted due to the elimination of formwork at work, reinforcement of reinforcing bars, concrete pouring work, and curing work of poured concrete. While there is an advantage that can be greatly shortened, there is a problem that does not significantly shorten the construction period by the time delay for assembling the concrete structures consisting of each unit connected to each other.
  • a construction method such as a concrete house has been devised, which is a concrete floor in which reinforcing steel or steel is arranged on a foundation formed on the ground, and parallel to both sides of the foundation. Rails are installed, and these rails are mounted so as to be able to run a prefabricated door truss of a required height in a state exceeding the base, and a chain block is installed freely along the horizontal rails installed between beams of the door truss.
  • the concrete floor and the concrete wall are separately manufactured, and when manufacturing, the ant grooves (also called 'dubtail' shaped grooves) are formed in the floor and the wall, and the floor and the wall connection and wall Reinforcing bars are accommodated in the ant grooves when the connection between the wall and the wall is combined, and then the raw concrete is injected to interconnect them so that the house is constructed in such a way that the construction of the floor and the wall of the house is achieved.
  • the ant grooves also called 'dubtail' shaped grooves
  • the floor and the wall connection and wall Reinforcing bars are accommodated in the ant grooves when the connection between the wall and the wall is combined, and then the raw concrete is injected to interconnect them so that the house is constructed in such a way that the construction of the floor and the wall of the house is achieved.
  • the truss and the truss are provided with a chain block on the outside so that each molded floor or wall can be raised and moved to the floor and the wall or the wall. Since houses are built in such a way that joints and walls can be joined together, the type of fitting the walls and walls together with the construction of additional trusses and injecting and hardening reinforcing bars and concrete at the joints increases labor and material costs. There is a problem that it takes a long time to complete the housing.
  • the present invention is to form a structure constituting the structure of the building unit into each unit, each of the unit is further provided with a connecting means for molding each unit by the connecting means can be easily and simply assembling the construction period by the construction period Not only can it be greatly shortened, but also to provide a concrete house construction method to significantly improve the work efficiency as well as the strength of the connection of each unit.
  • the first unit concrete structures are seated on the concrete foundation floor constructed from the ground in a set position, but the first stepped parts formed on both edges to be in close contact with each other First step;
  • the first connecting plate through which the first connecting holes are perforated is brought into close contact with the first stepped portions of the first unit concrete structures, and the first connecting holes of the first connecting plate and the nuts of the first stepped portions correspond to each other.
  • the first unit concrete structures are firmly secured by the first connection plate by inserting a first fastening bolt into each of the first connection holes through the first connection plate after the second process and fastening the first fastening bolt to the nuts.
  • a third process of being connected and supported to be secured A fourth step of connecting the third stepped portion formed at the lower end of the first unit concrete structure and the concrete foundation floor formed from the ground after the first step to the second connection plate through which the second connection holes are formed; After the fourth process, the second fastening bolts are respectively inserted into the second connecting holes through the second connecting plate, and the second fastening bolts are fastened to the nuts provided in the third stepped portions.
  • the second unit concrete structure is mounted on the upper surface of the first unit concrete structure, but the second stepped portion formed on the upper end of the first unit concrete structure and the third formed on the lower end of the second unit concrete structure
  • An eighth process is further provided to fix the first unit concrete structure and the second unit concrete structure mounted on the upper surface of the first unit concrete structure by fastening from the nut of the second stepped portion.
  • the present invention while prefabricated housing using a PC (Precast Concrete) structure consisting of each unit, but the first floor as well as the second floor, because these unit concrete structures are connected by connecting plates and nuts and bolts connected to each other
  • PC Precast Concrete
  • the construction is easy, and the housing construction can be simplified, the construction period can be shortened, and the connection work of the PC structure composed of units can be made simple, thereby greatly improving the work efficiency.
  • 1 is a process chart showing the process of the present invention concrete house construction method.
  • Figure 2 is a process chart showing another embodiment of the process of the present invention concrete house construction method.
  • FIG. 3 is a perspective view showing an example in which the first floor is constructed by the present invention concrete house construction method.
  • Figure 4 is a perspective view showing an example in which two floors were constructed by the present invention concrete house construction method.
  • FIG. 5 is an exploded perspective view showing a state in which the first floor is constructed by the present invention concrete house construction method.
  • FIG. 6 is an exploded perspective view showing a state in which the unit concrete structure is connected by the present invention concrete house construction method.
  • FIG. 7 is an exploded perspective view showing a state in which the second floor is constructed by the present invention concrete house construction method.
  • a concrete house construction method includes a first step (S1) of seating a first unit concrete structure, a second step (S2) of placing a first connection plate on the first unit concrete structure, and The third step (S3) of fixing the first connection plate, the fourth step (S4) of placing the second connection plate on the first unit concrete structure and the foundation floor, and the fifth step (S5) of fixing the second connection plate ) And a sixth step (S6) to be plastered.
  • a first stepped portion is formed along both edges, and a second stepped portion and a third stepped portion are formed at an upper end and a lower end, respectively, and the first stepped portion, the second stepped portion, and the third end are formed.
  • Nuts at the jaw are made with inserts at equal intervals.
  • the first step (S1) the first unit concrete structures 10 are seated on the concrete foundation floor 100 constructed from the ground in a set position, but the first stepped portion 11 formed on both edges closely contact each other It is a process of letting it sit.
  • the first unit concrete structure 10 is preferably placed on the concrete foundation floor 100 using a crane or the like, and at this time, the first unit concrete structure 10 is set to the position where the concrete foundation floor is first set up (100) After setting the position through the drawing operation on the upper surface to place the first unit concrete structure 10 in the position set by the drawing operation.
  • first unit concrete structure 10 is placed on the upper surface of the concrete foundation floor 100, at this time several first to be placed on the concrete foundation floor 100
  • the unit concrete structures 10 are placed in close contact with each other so that the first stepped portions 11 formed at both edges of the first unit concrete structure 10 are located to correspond to each other.
  • the second step (S2) the first connecting plate 20 through which the first connecting holes 21 are in close contact with the first stepped portion 11 of the first unit concrete structures 10 are in close contact with each other.
  • the first connecting holes 21 of the first connecting plate 20 and the nuts 11a of the first stepped portions 11 are positioned to correspond to each other.
  • each of the first unit concrete structures 10 mounted on the upper surface of the concrete foundation floor 100 in a state in which the first stepped portions 11 formed at both edges by the first process S1 are in close contact with each other.
  • the first connection plate 20 is placed in close contact with the first stepped portion 11 of the field.
  • the first connection plate 20 may be made of a metal material such as an iron plate, or may be made of a synthetic resin material having rigidity, and the first connection hole 21 through the first connection plate 20 is necessarily a first unit.
  • the through hole is provided so that the position corresponding to the nut (11a) provided in the concrete structure (10).
  • the third step (S3) after the second step (S2) is inserted into the first fastening bolt 30 in each of the first connection holes 21 through the first connection plate 20, the nut ( By fastening the first fastening bolts 30 to 11a), the first unit concrete structures 10 are firmly connected and supported by the first connection plate 20.
  • first connection plate 20 positioned on the first stepped portion 11 of each of the first unit concrete structures 10 is fixed to the first fastening bolt 30 by the second process S2.
  • the first unit concrete structures 10 are fixed to each other.
  • first connection holes 21 of the first connection plate 20 are provided at both sides of the first connection plate 20, respectively, and the first step portions 11 are located to correspond to each other. This is to connect the nuts 11a of the first stepped portions 11 of the first unit concrete structures 10 to the first connection plate 20.
  • the third stepped part 12 formed at the lower end of the first unit concrete structure 10 and the concrete foundation floor 100 constructed from the ground are second. It is a process of connecting the connection holes 41 to the second connection plate 40 through.
  • the concrete foundation floor 100 is also provided with a nut is inserted into the second connection holes 41 through the second connection plate 40 is inserted, the second connection of the second connection plate 40
  • the holes 41 may be positioned to correspond to both the nut 12a of the third stepped portion 12 of the first unit concrete structure 10 and the nut provided on the concrete foundation floor 100. Are positioned on both sides along the longitudinal direction of
  • the second fastening bolts 30a are respectively inserted into the second connection holes 41 through the second connection plate 40, and the third step is performed.
  • the first unit concrete structure 10 is connected to the concrete foundation floor 100 by the second connection plate 40 by fastening the second fastening bolt 30a to the nuts 12a provided in the jaw portion 12. It is a process to be supported.
  • the second connection is located in the nut 12a provided in the third stepped portion 12 of the first unit concrete structure 10 and the nut provided in the concrete foundation floor 100 by the fourth process S4.
  • the second fastening bolt 30a is inserted into the second connection holes 41 of the plate 40 to connect the third stepped portion 12 of the first unit concrete structure 10 and the concrete foundation floor 100.
  • the first unit concrete structure 10 is connected to the concrete foundation floor 100 to be supported.
  • the fourth step (S4) and the fifth step (S5) may proceed earlier than the second step (S2) and the third step (S3).
  • the sixth step (S6) after finishing the third step (S3) and the fifth step (S5) to finish the surface of the first connection plate 20 and the surface of the second connection plate 40 with plastering concrete
  • the first connecting plate 20 and the second connecting plate 40 is a process to prevent exposure.
  • first fastening bolt 30 and the second fastening bolt 30a fastened to the first connecting plate 20 and the second connecting plate 40 by the third step S3 and the fifth step S5, respectively.
  • the bolt head of the first connecting plate 20 and the second connecting plate 40 is exposed to the outside of the first connection plate 20 and the second connecting plate 40 exposed to the outside
  • the first connection plate 20 and the second connection plate 40 are not exposed to the outside.
  • connection state of each of the first unit concrete structures 10 is not exposed to the outside, the overall appearance may be beautifully produced, and it is recognized as one concrete structure.
  • the present invention after the sixth step (S6), the second unit concrete structure 60 is seated on the upper surface of the first unit concrete structure 10, but is formed on the top of the first unit concrete structure (10)
  • the seventh step S7 for positioning the second stepped part 13 and the third stepped part 61 formed at the lower end of the second unit structure 60 to correspond to each other, and the second step after the seventh step S7.
  • the third step portion 61 of the unit concrete structure 60 and the second step portion 13 of the first unit concrete structure 10 are connected to the third connection plate 70 through which the third connection holes 71 are formed.
  • the first fastening bolt 30b is drawn from the third connecting hole 71 and fastened to the nut 13a of the second stepped portion 13 so that the first unit concrete structure 10 and the first unit concrete
  • An eighth step S8 of fixing the second unit concrete structure 60 mounted on the upper surface of the structure 10 is further provided.
  • the second unit concrete structure 60 is placed on the upper surface of the first unit concrete structure 10 fixed and mounted on the upper surface of the concrete foundation floor 100. By laying, the two-story structure of a house or building is constructed.
  • the second unit concrete structure 60 of the seventh step S7 on the first unit concrete structure 10 is placed on the first unit concrete structure 10.
  • the process of locating the third stepped portions 61 of the second unit concrete structures 60 to correspond to each other only by placing them is different from each other by the first stepped portions 11 of the first unit concrete structures 10.
  • the connection to the connection plate 20 may be performed in the same process as the third process (S3).

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

Abstract

Disclosed is a method for constructing a concrete house. The method comprises: a first step (S1) for seating first unit concrete structures (10) at set positions on a concrete foundation bed (100) built on the ground, wherein the first unit concrete structures are closely seated such that first step parts (11) formed at opposite edges thereof correspond to each other, each of the first unit concrete structure comprising first step parts formed along opposite edges thereof, a second step part and a third step part formed on an upper end and a lower end thereof, respectively, and nuts inserted at equal intervals into the first to third step parts; a second step (S2) for making a first connection plate (20) through which first connection holes (21) are formed close to the first step parts (11) of the first unit concrete structures (10) corresponding to each other, wherein the first connection plate (20) is placed such that the first connection holes (21) thereof and the nuts (11a) of the first step parts (11) correspond to each other; a third step (S3) for tightly connecting and supporting the first unit concrete structures (10) by the first connection plate (20), by inserting first fastening bolts (30) into the first connection holes (21), which are formed through the fist connection plate (20), to fasten the first fastening bolts (30) to the nuts (11a) after the second step (S2); a fourth step (S4) for connecting the third step part (12) formed on the lower end of the first unit concrete structures (10) and the concrete foundation bed (100) built in the ground, after the first step (S1) through a second connection plate (40) through which second connection holes (41) are formed; a fifth step (S5) for allowing the first unit concrete structures (10) to be connected to and supported by the concrete foundation bed (100) through the second connection plate (40), by inserting second fastening bolts (30a) into the second connection holes (41), which are formed through the second connection plate (40), to fasten second fastening bolts (30a) to nuts (12a) provided on the third step part (12) after the fourth step (S4); and a sixth step (S6) for finishing the surface of the first connection plate (20) and the surface of the second connection plate (40) using plastering concrete after the third step (S3) and the fifth step (S5) to prevent the exposure of the first connection plate (20) and the second connection plate (40). In the method for constructing a concrete house according to the present invention, a house can be constructed through assembly using Precast Concrete(PC) structures formed as a unit body, and the unit concrete structures are connected to each other by a combination thereof through connection plates, nuts, and bolts. Therefore, it is possible to achieve easy construction for a two-story house as well as a one-story house, simplification of housing construction, reduction in a construction period, and simple connection of PC structures formed as a unit body, thereby significantly enhancing work efficiency.

Description

콘크리트주택 시공방법Concrete house construction method
본 발명은 콘크리트주택 시공방법에 관한 것으로서, 더욱 상세하게는 각각 단위체로 이루어진 PC(Precast Concrete) 구조체를 이용하여 조립식으로 주택을 시공하도록 함으로써 주택시공의 단순화는 물론 공사기간의 단축은 물론 단위체로 이루어진 PC 구조체의 연결작업이 간단하게 이루어지도록 하여 작업효율성을 크게 향상시킬 수 있도록 한 콘크리트주택 시공방법에 관한 것이다.The present invention relates to a concrete house construction method, and more specifically, by using a PC (Precast Concrete) structure consisting of units each to construct a prefabricated house by simplifying the construction of the house, as well as shortening the construction period as well as made of the unit The present invention relates to a concrete house construction method that enables a simple connection work of a PC structure to greatly improve work efficiency.
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.In general, construction of a house or a building is carried out by first digging out the ground to be built, and then constructing the ground using concrete in the space where the construction is made, and then building the ground to be built. In addition, depending on the structure of the building, internal and external formwork with reinforced bars installed inside.
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 완성한다.In this way, when the inner and outer formwork is installed, the concrete is installed inside the inner and outer formwork, and after the wall construction is completed, the curing process of the poured concrete goes through sufficient curing time. Formwork for the ceiling slab of the re-built wall is carried out and concrete is laid on the ceiling slab and cured to complete the basic house or building structure.
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, the interior and exterior walls of the building are finished using interior and exterior materials such as bricks, and other electrical wiring or water pipes are constructed to complete the house.
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 building made by such a construction method must go through the process of installing internal or external formwork, reinforcing reinforcing bars in the interior or exterior formwork, pouring concrete, or curing poured concrete. There is a problem that takes a long time because the housing construction.
근자들어서는, 이러한 종래 주택 시공에 따른 문제점을 해결하기 위해 주택의 기본을 구축하는 벽체와 천정슬라브가 하나의 구조체로 성형된 콘크리트 구조체를 이용하여 조립식으로 주택이나 건물을 시공하고 있으며, 통상 콘크리트 구조체는 각각의 단위체로 공장에서 먼저 양산한 후 양상된 각각의 단위체를 현장으로 이송하여 조립함으로써 조립식 주택을 시공하고 있다.In recent years, in order to solve the problems caused by the conventional housing construction, a house or a building is prefabricated using a concrete structure in which a wall and a ceiling slab, which form the basis of the house, are formed into a single structure. Each unit is mass-produced at the factory first, and then the assembled unit is transferred to the site and assembled to build a prefabricated house.
이와 같이 공장에서 양산된 콘크리트 구조체를 이용하여 주택을 시공할 경우 현장에서의 거푸집 설치작업이나 철근의 배근작업 또는 콘크리트 타설작업이나 타설된 콘크리트의 양생작업이 생략됨에 따라 콘크리트 주택이나 건물의 공사기간을 크게 단축할 수 있다는 장점이 있는 반면에, 각각의 단위체로 이루어진 콘크리트 구조체들을 서로 연결하여 조립하는데 따른 시간이 지연됨으로써 공사기간을 크게 단축시키지 못하는 문제점이 있다.In the case of constructing a house using the concrete structure mass-produced in the factory, the construction period of the concrete house or building is omitted due to the elimination of formwork at work, reinforcement of reinforcing bars, concrete pouring work, and curing work of poured concrete. While there is an advantage that can be greatly shortened, there is a problem that does not significantly shorten the construction period by the time delay for assembling the concrete structures consisting of each unit connected to each other.
종래 기술로서, 등록특허 10-0296723호인 콘크리트주택 등의 건축공법이 안출된 바 있으며, 이는 지반에 조성된 기초위에 철근 또는 철골을 배열설치한 콘크리트 바닥을 구축하는 동시에, 상기 기초양측기반에 평행한 레일을 부설하고, 이들 레일에 상기 기초를 넘는 상태로 소요높이의 조립식 문형상 트러스를 주행가능하게 탑재하고, 이 문형상 트러스의 빔사이에 부설한 가로방향 레일에 따라 주행이 자유롭게 체인블록을 설치하는 한편, 상기 콘크리트 바닥의 면상에 이간재를 부설하고, 이 이간재의 윗면에 임시틀을 둘러설치하여 철근 또는 철골을 배열설치한 콘크리트 벽을 가로회전상태로 조성하고, 다시 이 콘크리트 벽의 면상에 이간재 및 임시틀을 설치하여 다른 소정량의 콘크리트벽을 순차적으로 같은 방법으로 조성한 후, 상기 콘크리트 벽의 각각을 상기 체인블록의 견인에 의해 순차적으로 기립시켜 상기 콘크리트 바닥의 소정개소에 결합되도록 이루어져 있다.As a prior art, a construction method such as a concrete house has been devised, which is a concrete floor in which reinforcing steel or steel is arranged on a foundation formed on the ground, and parallel to both sides of the foundation. Rails are installed, and these rails are mounted so as to be able to run a prefabricated door truss of a required height in a state exceeding the base, and a chain block is installed freely along the horizontal rails installed between beams of the door truss. On the other hand, laying the spacer material on the surface of the concrete floor, and installed a temporary frame on the upper surface of the spacer material to form a concrete wall in which the rebar or steel is arranged in a horizontal rotation state, and again on the surface of the concrete wall After installing the separation material and the temporary frame to form another predetermined amount of concrete walls in the same way, and then It is made to be coupled to a predetermined place of the concrete floor by standing each one by the traction of the chain block sequentially.
이러한 구성을 갖는 종래 기술은, 콘크리트 바닥, 콘크리트 벽을 개별적으로 각각 제작하고, 제작시 바닥 및 벽에 개미홈(일명, '더브테일' 형상의 홈)을 형성하고, 바닥과 벽의 연결 및 벽과 벽의 연결 조합시 개미홈 내에 보강철근을 수용한 다음, 생콘크리트를 주입하여 이들을 상호 연결하는 방식으로서 주택의 바닥과 벽체의 시공이 이루는 방식으로 주택이 시공되도록 하고 있다.In the prior art having such a configuration, the concrete floor and the concrete wall are separately manufactured, and when manufacturing, the ant grooves (also called 'dubtail' shaped grooves) are formed in the floor and the wall, and the floor and the wall connection and wall Reinforcing bars are accommodated in the ant grooves when the connection between the wall and the wall is combined, and then the raw concrete is injected to interconnect them so that the house is constructed in such a way that the construction of the floor and the wall of the house is achieved.
그러나, 종래 기술의 경우 바닥과 벽을 각각 성형하고 이들을 연결 조합함에 있어서, 외부에 트러스 및 트러스에는 체인블럭을 구비하여 각 성형제작된 바닥이나 벽을 일으켜 세우고 이동시킬 수 있도록 하여 바닥과 벽 또는 벽과 벽을 이음붙임할 수 있는 형태로 주택을 건축하기 때문에, 부수적인 트러스의 구축과 함께 일일이 벽과 벽을 맞추고 연결부위에 보강철근과 콘트리트를 주입 경화시켜 연결하는 타입은 인건비와 재료비를 상승시키는 요인이 되며 주택의 완공기간이 오래 걸리는 문제점이 있다.However, in the prior art, in forming the floor and the wall and connecting them, the truss and the truss are provided with a chain block on the outside so that each molded floor or wall can be raised and moved to the floor and the wall or the wall. Since houses are built in such a way that joints and walls can be joined together, the type of fitting the walls and walls together with the construction of additional trusses and injecting and hardening reinforcing bars and concrete at the joints increases labor and material costs. There is a problem that it takes a long time to complete the housing.
본 발명은 건물의 구조를 이루는 구조체를 각각의 단위체로 성형하되, 이들 각각의 단위체에 연결수단을 더 구비하여 성형하여 연결수단에 의해 쉽고 간단하게 각각의 단위체를 조립시공할 수 있도록 함으로써 공사기간을 크게 단축시킬 수 있을 뿐만 아니라, 각각의 단위체의 연결에 대한 견고성은 물론 작업효율성이 크게 향상되도록 한 콘크리트주택 시공방법을 제공함에 그 목적이 있다.The present invention is to form a structure constituting the structure of the building unit into each unit, each of the unit is further provided with a connecting means for molding each unit by the connecting means can be easily and simply assembling the construction period by the construction period Not only can it be greatly shortened, but also to provide a concrete house construction method to significantly improve the work efficiency as well as the strength of the connection of each unit.
상기 목적을 달성하기 위한 수단으로 본 발명인 콘크리트주택 시공방법은, 지면으로부터 구축된 콘크리트 기초바닥에 제1단위체 콘크리트 구조물들을 설정된 위치에 안착하되 양측 가장자리에 형성된 제1단턱부가 서로 대응되도록 밀착시켜 안착하는 제1공정; 상기 제1단위체 콘크리트 구조물들의 서로 대응되는 제1단턱부에 제1연결구멍들이 통공된 제1연결플레이트를 밀착시키되 제1연결플레이트의 제1연결구멍들과 제1단턱부의 너트들이 대응되도록 위치시키는 제2공정; 상기 제2공정 후 제1연결플레이트에 통공된 제1연결구멍들 각각에 제1체결볼트를 장입하여 상기 너트들에 제1체결볼트를 체결함으로써 제1연결플레이트에 의해 제1단위체 콘크리트 구조물들이 견고하게 연결되어 지지되도록 하는 제3공정; 상기 제1공정 후 제1단위체 콘크리트 구조물의 하단에 형성된 제3단턱부와 지면으로부터 구축된 콘크리트 기초바닥을 제2연결구멍들이 통공된 제2연결플레이트로 연결하는 제4공정; 제4공정 후 제2연결플레이트에 통공된 제2연결구멍들에 각각 제2체결볼트를 장입하여 상기 제3단턱부에 구비된 너트들에 제2체결볼트를 체결함으로써 제2연결플레이트에 의해 제1단위체 콘크리트 구조물이 콘크리트 기초바닥에 연결되어 지지되도록 하는 제5공정; 상기 제3공정과 제5공정 후 제1연결플레이트의 표면과 제2연결플레이트의 표면을 미장콘크리트로 마감하여 제1연결플레이트와 제2연결플레이트가 노출되지 않도록 하는 제6공정으로 구비되어 이루어진다.Concrete house construction method of the present invention as a means for achieving the above object, the first unit concrete structures are seated on the concrete foundation floor constructed from the ground in a set position, but the first stepped parts formed on both edges to be in close contact with each other First step; The first connecting plate through which the first connecting holes are perforated is brought into close contact with the first stepped portions of the first unit concrete structures, and the first connecting holes of the first connecting plate and the nuts of the first stepped portions correspond to each other. Second process; The first unit concrete structures are firmly secured by the first connection plate by inserting a first fastening bolt into each of the first connection holes through the first connection plate after the second process and fastening the first fastening bolt to the nuts. A third process of being connected and supported to be secured; A fourth step of connecting the third stepped portion formed at the lower end of the first unit concrete structure and the concrete foundation floor formed from the ground after the first step to the second connection plate through which the second connection holes are formed; After the fourth process, the second fastening bolts are respectively inserted into the second connecting holes through the second connecting plate, and the second fastening bolts are fastened to the nuts provided in the third stepped portions. A fifth step of allowing the one-unit concrete structure to be connected to and supported by the concrete foundation floor; After the third process and the fifth process, the surface of the first connection plate and the surface of the second connection plate are finished in a sixth process so that the first connection plate and the second connection plate are not exposed.
나아가, 상기 제6공정 후, 상기 제1단위체 콘크리트 구조물의 상면에 제2단위체 콘크리트 구조물을 안착하되 제1단위체 콘크리트 구조물의 상단에 형성된 제2단턱부와 제2단위체 콘크리트 구조물의 하단에 형성된 제3단턱부가 서로 대응되게 위치되도록 하는 제7공정; 상기 제7공정 후 제2단위체 콘크리트 구조물의 제3단턱부와 제1단위체 콘크리트 구조물의 제2단턱부를 제3연결구멍들이 통공된 제3연결플레이트로 밀착한 후 제3체결볼트를 제3연결구멍으로부터 인입하여 제2단턱부의 너트에 체결함으로써 제1단위체 콘크리트 구조물과 이 제1단위체 콘크리트 구조물의 상면에 올려진 제2단위체 콘크리트 구조물을 고정하는 제8공정이 더 구비되어 이루어진다.Furthermore, after the sixth step, the second unit concrete structure is mounted on the upper surface of the first unit concrete structure, but the second stepped portion formed on the upper end of the first unit concrete structure and the third formed on the lower end of the second unit concrete structure A seventh step of placing the stepped portions corresponding to each other; After the seventh step, the third stepped portion of the second unit concrete structure and the second stepped portion of the first unit concrete structure are brought into close contact with the third connecting plate through which the third connecting holes are formed, and then the third fastening bolt is attached to the third connecting hole. An eighth process is further provided to fix the first unit concrete structure and the second unit concrete structure mounted on the upper surface of the first unit concrete structure by fastening from the nut of the second stepped portion.
본 발명은, 각각 단위체로 이루어진 PC(Precast Concrete) 구조물을 이용하여 조립식으로 주택을 시공하도록 하되, 이들 단위체 콘크리트 구조물을 연결플레이트와 너트 및 볼트에 의해 결합하여 서로 연결하기 때문에 1층은 물론 2층의 시공이 용이하며, 주택시공의 단순화는 물론 공사기간의 단축은 물론 단위체로 이루어진 PC 구조물의 연결작업이 간단하게 이루어지도록 하여 작업효율성을 크게 향상시킬 수 있다.The present invention, while prefabricated housing using a PC (Precast Concrete) structure consisting of each unit, but the first floor as well as the second floor, because these unit concrete structures are connected by connecting plates and nuts and bolts connected to each other The construction is easy, and the housing construction can be simplified, the construction period can be shortened, and the connection work of the PC structure composed of units can be made simple, thereby greatly improving the work efficiency.
도 1은 본 발명인 콘크리트주택 시공방법의 공정을 나타낸 공정도이다.1 is a process chart showing the process of the present invention concrete house construction method.
도 2는 본 발명인 콘크리트주택 시공방법의 공정의 다른 실시예를 나타낸 공정도이다.Figure 2 is a process chart showing another embodiment of the process of the present invention concrete house construction method.
도 3은 본 발명인 콘크리트주택 시공방법에 의해 1층이 시공된 예를 나타낸 사시도이다.3 is a perspective view showing an example in which the first floor is constructed by the present invention concrete house construction method.
도 4는 본 발명인 콘크리트주택 시공방법에 의해 2층이 시공된 예를 나타낸 사시도이다.Figure 4 is a perspective view showing an example in which two floors were constructed by the present invention concrete house construction method.
도 5는 본 발명인 콘크리트주택 시공방법에 의해 1층이 시공되는 상태를 나타낸 분해사시도이다.5 is an exploded perspective view showing a state in which the first floor is constructed by the present invention concrete house construction method.
도 6은 본 발명인 콘크리트주택 시공방법에 의해 단위체 콘크리트 구조물이 연결되는 상태를 나타낸 분해사시도이다.6 is an exploded perspective view showing a state in which the unit concrete structure is connected by the present invention concrete house construction method.
도 7은 본 발명인 콘크리트주택 시공방법에 의해 2층이 시공되는 상태를 나타낸 분해사시도이다.7 is an exploded perspective view showing a state in which the second floor is constructed by the present invention concrete house construction method.
이하, 본 발명을 첨부된 도면을 참조하여 더욱 상세하게 설명하면 다음과 같다.Hereinafter, the present invention will be described in more detail with reference to the accompanying drawings.
이에 앞서, 본 명세서 및 청구범위에 사용된 용어나 단어는 통상적이거나 사전적인 의미로 한정해서 해석되어서는 아니 되며, 발명자는 그 자신의 발명을 가장 최선의 방법으로 설명하기 위해 용어의 개념을 적절하게 정의할 수 있다는 원칙에 입각하여 본 발명의 기술적 사상에 부합하는 의미와 개념으로 해석되어야만 한다.Prior to this, terms or words used in the present specification and claims should not be construed as being limited to the common or dictionary meanings, and the inventors should properly explain the concept of terms in order to best explain their own invention. Based on the principle that can be defined, it should be interpreted as meaning and concept corresponding to the technical idea of the present invention.
따라서, 본 명세서에 기재된 실시 예와 도면에 도시된 구성은 본 발명의 가장 바람직한 일 실시 예에 불과할 뿐이고, 본 발명의 기술적 사상을 모두 대변하는 것은 아니므로, 본 출원시점에 있어서 이들은 대체할 수 있는 다양한 균등물과 변형 예들이 있을 수 있음을 이해하여야 한다.Therefore, the embodiments described in the specification and the drawings shown in the drawings are only the most preferred embodiment of the present invention, and do not represent all of the technical idea of the present invention, these can be replaced at the time of the present application It should be understood that there may be various equivalents and variations.
도시된 바와 같이 본 발명인 콘크리트주택 시공방법은, 제1단위체 콘크리트 구조물을 안착하는 제1공정(S1)과, 제1단위체 콘크리트 구조물에 제1연결플레이트를 위치시키는 제2공정(S2)과, 제1연결플레이트를 고정하는 제3공정(S3)과, 제1단위체 콘크리트 구조물과 기초바닥에 제2연결플레이트를 위치하는 제4공정(S4)과, 제2연결플레이트를 고정하는 제5공정(S5)과, 미장하는 제6공정(S6)으로 이루어진다.As shown in the present invention, a concrete house construction method includes a first step (S1) of seating a first unit concrete structure, a second step (S2) of placing a first connection plate on the first unit concrete structure, and The third step (S3) of fixing the first connection plate, the fourth step (S4) of placing the second connection plate on the first unit concrete structure and the foundation floor, and the fifth step (S5) of fixing the second connection plate ) And a sixth step (S6) to be plastered.
본 발명에서 사용되는 단위체 콘크리트 구조물은, 양측 가장자리를 따라 제1단턱부가 형성되고 상단과 하단에 각각 제2단턱부 및 제3단턱부가 형성되며 상기 제1단턱부와 제2단턱부 및 제3단턱부에 너트들이 균등간격으로 인서트 구비되어 이루어진다.In the unit concrete structure used in the present invention, a first stepped portion is formed along both edges, and a second stepped portion and a third stepped portion are formed at an upper end and a lower end, respectively, and the first stepped portion, the second stepped portion, and the third end are formed. Nuts at the jaw are made with inserts at equal intervals.
상기 제1공정(S1)은, 지면으로부터 구축된 콘크리트 기초바닥(100)에 제1단위체 콘크리트 구조물(10)들을 설정된 위치에 안착하되 양측 가장자리에 형성된 제1단턱부(11)가 서로 대응되도록 밀착시켜 안착하는 공정이다.The first step (S1), the first unit concrete structures 10 are seated on the concrete foundation floor 100 constructed from the ground in a set position, but the first stepped portion 11 formed on both edges closely contact each other It is a process of letting it sit.
여기서, 제1단위체 콘크리트 구조물(10)은 크레인 등을 이용하여 콘크리트 기초바닥(100)에 올려놓는 것이 바람직하며, 이 때 제1단위체 콘크리트 구조물(10)이 올려지는 위치를 먼저 설정하여 콘크리트 기초바닥(100) 상면에 선긋기 작업을 통해 위치를 설정한 후 선긋기 작업에 의해 설정된 위치에 제1단위체 콘크리트 구조물(10)을 올려 놓는다.Here, the first unit concrete structure 10 is preferably placed on the concrete foundation floor 100 using a crane or the like, and at this time, the first unit concrete structure 10 is set to the position where the concrete foundation floor is first set up (100) After setting the position through the drawing operation on the upper surface to place the first unit concrete structure 10 in the position set by the drawing operation.
또한, 주택이나 건물에 필요한 공간 개수에 맞추어 여러 개의 제1단위체 콘크리트 구조물(10)을 콘크리트 기초바닥(100)의 상면에 올려놓는 것으로, 이 때 콘크리트 기초바닥(100)에 올려지는 여러 개의 제1단위체 콘크리트 구조물(10)들은 이 제1단위체 콘크리트 구조물(10)의 양측 가장자리에 형성된 제1단턱부(11)들이 서로 대응되게 위치되도록 밀착시켜 올려놓는다.In addition, according to the number of spaces required for the house or building by placing a plurality of first unit concrete structure 10 on the upper surface of the concrete foundation floor 100, at this time several first to be placed on the concrete foundation floor 100 The unit concrete structures 10 are placed in close contact with each other so that the first stepped portions 11 formed at both edges of the first unit concrete structure 10 are located to correspond to each other.
상기 제2공정(S2)은, 상기 제1단위체 콘크리트 구조물(10)들의 서로 대응되는 제1단턱부(11)에 제1연결구멍(21)들이 통공된 제1연결플레이트(20)를 밀착시키되 제1연결플레이트(20)의 제1연결구멍(21)들과 제1단턱부(11)의 너트(11a)들이 대응되도록 위치시키는 공정이다.The second step (S2), the first connecting plate 20 through which the first connecting holes 21 are in close contact with the first stepped portion 11 of the first unit concrete structures 10 are in close contact with each other. The first connecting holes 21 of the first connecting plate 20 and the nuts 11a of the first stepped portions 11 are positioned to correspond to each other.
즉, 제1공정(S1)에 의해 양측 가장자리에 형성된 제1단턱부(11)들이 서로 대응되게 밀착된 상태로 콘크리트 기초바닥(100)의 상면에 올려진 각각의 제1단위체 콘크리트 구조물(10)들의 제1단턱부(11)에 제1연결플레이트(20)를 위치하여 밀착한다.That is, each of the first unit concrete structures 10 mounted on the upper surface of the concrete foundation floor 100 in a state in which the first stepped portions 11 formed at both edges by the first process S1 are in close contact with each other. The first connection plate 20 is placed in close contact with the first stepped portion 11 of the field.
상기 제1연결플레이트(20)는 철판과 같은 금속재질로 이루어지거나 또는 강성을 갖는 합성수지재질로 이루어질 수 있으며, 제1연결플레이트(20)에 통공된 제1연결구멍(21)은 반드시 제1단위체 콘크리트 구조물(10)에 구비된 너트(11a)와 위치가 대응되도록 통공한다.The first connection plate 20 may be made of a metal material such as an iron plate, or may be made of a synthetic resin material having rigidity, and the first connection hole 21 through the first connection plate 20 is necessarily a first unit. The through hole is provided so that the position corresponding to the nut (11a) provided in the concrete structure (10).
상기 제3공정(S3)은, 상기 제2공정(S2) 후 제1연결플레이트(20)에 통공된 제1연결구멍(21)들 각각에 제1체결볼트(30)를 장입하여 상기 너트(11a)들에 제1체결볼트(30)를 체결함으로써 제1연결플레이트(20)에 의해 제1단위체 콘크리트 구조물(10)들이 견고하게 연결되어 지지되도록 하는 공정이다.The third step (S3), after the second step (S2) is inserted into the first fastening bolt 30 in each of the first connection holes 21 through the first connection plate 20, the nut ( By fastening the first fastening bolts 30 to 11a), the first unit concrete structures 10 are firmly connected and supported by the first connection plate 20.
즉, 상기 제2공정(S2)에 의해 각각의 제1단위체 콘크리트 구조물(10)들의 제1단턱부(11)에 위치된 제1연결플레이트(20)를 제1체결볼트(30)로 체결고정함으로써 각각의 제1단위체 콘크리트 구조물(10)들을 서로 연결 고정한다.That is, the first connection plate 20 positioned on the first stepped portion 11 of each of the first unit concrete structures 10 is fixed to the first fastening bolt 30 by the second process S2. As a result, the first unit concrete structures 10 are fixed to each other.
이 때, 제1연결플레이트(20)의 제1연결구멍(21)들은 제1연결플레이트(20)의 양측에 각각 구비됨이 당연하며, 이는 제1단턱부(11)들이 서로 대응되게 위치되는 제1단위체 콘크리트 구조물(10)들의 제1단턱부(11)들의 너트(11a)들을 제1연결플레이트(20)로 연결하도록 하기 위함이다.At this time, it is natural that the first connection holes 21 of the first connection plate 20 are provided at both sides of the first connection plate 20, respectively, and the first step portions 11 are located to correspond to each other. This is to connect the nuts 11a of the first stepped portions 11 of the first unit concrete structures 10 to the first connection plate 20.
상기 제4공정(S4)은, 상기 제1공정(S1) 후 제1단위체 콘크리트 구조물(10)의 하단에 형성된 제3단턱부(12)와 지면으로부터 구축된 콘크리트 기초바닥(100)을 제2연결구멍(41)들이 통공된 제2연결플레이트(40)로 연결하는 공정이다.In the fourth step S4, after the first step S1, the third stepped part 12 formed at the lower end of the first unit concrete structure 10 and the concrete foundation floor 100 constructed from the ground are second. It is a process of connecting the connection holes 41 to the second connection plate 40 through.
이는, 콘크리트 기초바닥(100)의 상면에 올려진 제1단위체 콘크리트 구조물(10)을 콘크리트 기초바닥(100)에 고정하는 공정으로, 상기 제2연결플레이트(40)의 일부분은 제1단위체 콘크리트 구조물(10)의 하단에 형성된 제3단턱부(12)에 위치하고 나머지 부분은 콘크리트 기초바닥(100)에 위치하도록 하면 된다.This is a process of fixing the first unit concrete structure 10 mounted on the upper surface of the concrete foundation floor 100 to the concrete foundation floor 100, wherein a part of the second connection plate 40 is the first unit concrete structure What is necessary is just to be located in the 3rd step part 12 formed in the lower end of 10, and the rest part may be located in the concrete foundation floor 100.
이 때, 상기 콘크리트 기초바닥(100)에도 상기 제2연결플레이트(40)에 통공된 제2연결구멍(41)들이 위치되는 너트가 인서트되어 구비되며, 제2연결플레이트(40)의 제2연결구멍(41)들은 상기 제1단위체 콘크리트 구조물(10)의 제3단턱부(12)의 너트(12a)와 콘크리트 기초바닥(100)에 구비되는 너트에 모두 대응되게 위치되도록 제2연결플레이트(40)의 길이방향을 따라 양측에 각각 위치된다.At this time, the concrete foundation floor 100 is also provided with a nut is inserted into the second connection holes 41 through the second connection plate 40 is inserted, the second connection of the second connection plate 40 The holes 41 may be positioned to correspond to both the nut 12a of the third stepped portion 12 of the first unit concrete structure 10 and the nut provided on the concrete foundation floor 100. Are positioned on both sides along the longitudinal direction of
상기 제5공정(S5)은, 제4공정(S4) 후 제2연결플레이트(40)에 통공된 제2연결구멍(41)들에 각각 제2체결볼트(30a)를 장입하여 상기 제3단턱부(12)에 구비된 너트(12a)들에 제2체결볼트(30a)를 체결함으로써 제2연결플레이트(40)에 의해 제1단위체 콘크리트 구조물(10)이 콘크리트 기초바닥(100)에 연결되어 지지되도록 하는 공정이다.In the fifth step (S5), after the fourth step (S4), the second fastening bolts 30a are respectively inserted into the second connection holes 41 through the second connection plate 40, and the third step is performed. The first unit concrete structure 10 is connected to the concrete foundation floor 100 by the second connection plate 40 by fastening the second fastening bolt 30a to the nuts 12a provided in the jaw portion 12. It is a process to be supported.
즉, 제4공정(S4)에 의해 제1단위체 콘크리트 구조물(10)의 제3단턱부(12)에 구비된 너트(12a)와 콘크리트 기초바닥(100)에 구비되는 너트에 위치되는 제2연결플레이트(40)의 제2연결구멍(41)들에 제2체결볼트(30a)를 장입하여 제1단위체 콘크리트 구조물(10)의 제3단턱부(12)와 콘크리트 기초바닥(100)을 연결하여 제1단위체 콘크리트 구조물(10)이 콘크리트 기초바닥(100)에 연결되어 지지되도록 한다.That is, the second connection is located in the nut 12a provided in the third stepped portion 12 of the first unit concrete structure 10 and the nut provided in the concrete foundation floor 100 by the fourth process S4. The second fastening bolt 30a is inserted into the second connection holes 41 of the plate 40 to connect the third stepped portion 12 of the first unit concrete structure 10 and the concrete foundation floor 100. The first unit concrete structure 10 is connected to the concrete foundation floor 100 to be supported.
상기, 제4공정(S4)과 제5공정(S5)은 상기 제2공정(S2)과 제3공정(S3)보다 먼저 진행되어도 무방하다.The fourth step (S4) and the fifth step (S5) may proceed earlier than the second step (S2) and the third step (S3).
상기 제6공정(S6)은, 상기 제3공정(S3)과 제5공정(S5) 후 제1연결플레이트(20)의 표면과 제2연결플레이트(40)의 표면을 미장콘크리트로 마감하여 제1연결플레이트(20)와 제2연결플레이트(40)가 노출되지 않도록 하는 공정이다.The sixth step (S6), after finishing the third step (S3) and the fifth step (S5) to finish the surface of the first connection plate 20 and the surface of the second connection plate 40 with plastering concrete The first connecting plate 20 and the second connecting plate 40 is a process to prevent exposure.
즉, 제3공정(S3)과 제5공정(S5)에 의해 각각 제1연결플레이트(20)와 제2연결플레이트(40)에 체결된 제1체결볼트(30)와 제2체결볼트(30a)의 볼트머리는 물론 제1연결플레이트(20)와 제2연결플레이트(40)가 외부로 노출되는 바, 이와 같이 외부로 노출된 제1연결플레이트(20)와 제2연결플레이트(40)의 표면에 미장콘크리트로 미장처리함으로써 미장된 콘크리트에 의해 제1연결플레이트(20)와 제2연결플레이트(40)에 체결된 제1체결볼트(30)와 제2체결볼트(30a)의 볼트머리는 물론 제1연결플레이트(20)와 제2연결플레이트(40)가 외부로 노출되지 않도록 한다.That is, the first fastening bolt 30 and the second fastening bolt 30a fastened to the first connecting plate 20 and the second connecting plate 40 by the third step S3 and the fifth step S5, respectively. Of course, the bolt head of the first connecting plate 20 and the second connecting plate 40 is exposed to the outside of the first connection plate 20 and the second connecting plate 40 exposed to the outside The bolt head of the first fastening bolt 30 and the second fastening bolt 30a fastened to the first connecting plate 20 and the second connecting plate 40 by the plastered concrete by plastering on the surface Of course, the first connection plate 20 and the second connection plate 40 are not exposed to the outside.
이에 따라, 각각의 제1단위체 콘크리트 구조물(10)들의 연결상태가 외부로 노출되지 않기 때문에 전체적인 외관이 미려하게 연출될 수 있으며, 마치 하나의 콘크리트 구조물로 인식된다.Accordingly, since the connection state of each of the first unit concrete structures 10 is not exposed to the outside, the overall appearance may be beautifully produced, and it is recognized as one concrete structure.
또한, 본 발명은 상기 제6공정(S6) 후, 상기 제1단위체 콘크리트 구조물(10)의 상면에 제2단위체 콘크리트 구조물(60)을 안착하되 제1단위체 콘크리트 구조물(10)의 상단에 형성된 제2단턱부(13)와 제2단위체 구조물(60)의 하단에 형성된 제3단턱부(61)가 서로 대응되게 위치되도록 하는 제7공정(S7)과, 상기 제7공정(S7) 후 제2단위체 콘크리트 구조물(60)의 제3단턱부(61)와 제1단위체 콘크리트 구조물(10)의 제2단턱부(13)를 제3연결구멍(71)들이 통공된 제3연결플레이트(70)로 밀착한 후 제3체결볼트(30b)를 제3연결구멍(71)으로부터 인입하여 제2단턱부(13)의 너트(13a)에 체결함으로써 제1단위체 콘크리트 구조물(10)과 이 제1단위체 콘크리트 구조물(10)의 상면에 올려진 제2단위체 콘크리트 구조물(60)을 고정하는 제8공정(S8)이 더 구비된다.In addition, the present invention after the sixth step (S6), the second unit concrete structure 60 is seated on the upper surface of the first unit concrete structure 10, but is formed on the top of the first unit concrete structure (10) The seventh step S7 for positioning the second stepped part 13 and the third stepped part 61 formed at the lower end of the second unit structure 60 to correspond to each other, and the second step after the seventh step S7. The third step portion 61 of the unit concrete structure 60 and the second step portion 13 of the first unit concrete structure 10 are connected to the third connection plate 70 through which the third connection holes 71 are formed. After close contact, the first fastening bolt 30b is drawn from the third connecting hole 71 and fastened to the nut 13a of the second stepped portion 13 so that the first unit concrete structure 10 and the first unit concrete An eighth step S8 of fixing the second unit concrete structure 60 mounted on the upper surface of the structure 10 is further provided.
상기 제7공정(S7)과 제8공정(S8)은, 상기 콘크리트 기초바닥(100) 상면에 올려져 고정된 제1단위체 콘크리트 구조물(10)의 상면에 제2단위체 콘크리트 구조물(60)을 올려 놓음으로써 주택이나 건물의 2층 구조를 시공하는 것이다.In the seventh step (S7) and the eighth step (S8), the second unit concrete structure 60 is placed on the upper surface of the first unit concrete structure 10 fixed and mounted on the upper surface of the concrete foundation floor 100. By laying, the two-story structure of a house or building is constructed.
상기 제7공정(S7)의 제2단위체 콘크리트 구조물(60)을 제1단위체 콘크리트 구조물(10)에 올려놓는 공정은, 제2단위체 콘크리트 구조물(60)을 제1단위체 콘크리트 구조물(10)에 올려놓는 것만이 다를 뿐 제2단위체 콘크리트 구조물(60)들의 제3단턱부(61)를 서로 대응되게 위치하는 공정은, 상기 제1단위체 콘크리트 구조물(10)들의 제1단턱부(11)들으로 서로 대응되게 위치하는 제1공정(S1)과 동일하고, 제8공정(S8)은, 상기 제1단위체 콘크리트 구조물(10)들의 제1단턱부(11)를 제1체결볼트(30)와 제1연결플레이트(20)로 연결고정하는 제3공정(S3)과 동일한 공정으로 진행될 수 있다.In the step of placing the second unit concrete structure 60 of the seventh step S7 on the first unit concrete structure 10, the second unit concrete structure 60 is placed on the first unit concrete structure 10. The process of locating the third stepped portions 61 of the second unit concrete structures 60 to correspond to each other only by placing them is different from each other by the first stepped portions 11 of the first unit concrete structures 10. The same as the first step (S1) that is located correspondingly, the eighth step (S8), the first fastening bolt 30 and the first fastening portion 11 of the first unit concrete structure (10) The connection to the connection plate 20 may be performed in the same process as the third process (S3).
이상과 같이 본 발명에서는 구체적인 구성 요소 등과 같은 특정 사항들과 한정된 실시예 및 도면에 의해 설명되었으나 이는 본 발명의 보다 전반적인 이해를 돕기 위해서 제공된 것일 뿐, 본 발명은 상기의 실시예에 한정되는 것은 아니며, 본 발명이 속하는 분야에서 통상적인 지식을 가진 자라면 이러한 기재로부터 다양한 수정 및 변형이 가능하다.In the present invention as described above has been described by the specific embodiments, such as specific components and limited embodiments and drawings, but this is provided to help a more general understanding of the present invention, the present invention is not limited to the above embodiments. For those skilled in the art, various modifications and variations are possible from these descriptions.
따라서, 본 발명의 사상은 설명된 실시예에 국한되어 정해져서는 아니 되며, 후술하는 특허청구범위뿐 아니라 이 특허청구범위와 균등하거나 등가적 변형이 있는 모든 것들은 본 발명 사상의 범주에 속한다고 할 것이다.Therefore, the spirit of the present invention should not be limited to the described embodiments, and all of the equivalents and equivalents of the claims, as well as the following claims, will fall within the scope of the present invention. .

Claims (2)

  1. 양측 가장자리를 따라 제1단턱부가 형성되고 상단과 하단에 각각 제2단턱부 및 제3단턱부가 형성되며 상기 제1단턱부와 제2단턱부 및 제3단턱부에 너트들이 균등간격으로 인서트 구비되는 단위체 콘크리트 구조물을 포함하고, A first stepped portion is formed along both edges, and a second stepped portion and a third stepped portion are formed at an upper end and a lower end, respectively, and nuts are inserted into the first stepped portion, the second stepped portion, and the third stepped portion at equal intervals. Including a unit concrete structure,
    지면으로부터 구축된 콘크리트 기초바닥(100)에 제1단위체 콘크리트 구조물(10)들을 설정된 위치에 안착하되 양측 가장자리에 형성된 제1단턱부(11)가 서로 대응되도록 밀착시켜 안착하는 제1공정(S1);The first step (S1) of seating the first unit concrete structures 10 to the concrete foundation floor 100 constructed from the ground in a set position, but the first step 11 formed on both edges in close contact with each other to seat ;
    상기 제1단위체 콘크리트 구조물(10)들의 서로 대응되는 제1단턱부(11)에 제1연결구멍(21)들이 통공된 제1연결플레이트(20)를 밀착시키되 제1연결플레이트(20)의 제1연결구멍(21)들과 제1단턱부(11)의 너트(11a)들이 대응되도록 위치시키는 제2공정(S2);The first connecting plate 20 through which the first connecting holes 21 are in close contact with the first stepped portions 11 of the first unit concrete structures 10 are in close contact with each other of the first connecting plate 20. A second step S2 of positioning the first connection holes 21 and the nuts 11a of the first stepped portion 11 to correspond;
    상기 제2공정(S2) 후 제1연결플레이트(20)에 통공된 제1연결구멍(21)들 각각에 제1체결볼트(30)를 장입하여 상기 너트(11a)들에 제1체결볼트(30)를 체결함으로써 제1연결플레이트(20)에 의해 제1단위체 콘크리트 구조물(10)들이 견고하게 연결되어 지지되도록 하는 제3공정(S3);After the second process (S2), the first fastening bolt 30 is inserted into each of the first connection holes 21 through the first connection plate 20, and the first fastening bolt ( A third step (S3) of allowing the first unit concrete structures 10 to be firmly connected and supported by the first connection plate 20 by tightening 30);
    상기 제1공정(S1) 후 제1단위체 콘크리트 구조물(10)의 하단에 형성된 제3단턱부(12)와 지면으로부터 구축된 콘크리트 기초바닥(100)을 제2연결구멍(41)들이 통공된 제2연결플레이트(40)로 연결하는 제4공정(S4);After the first step (S1) the second stepped portion 12 formed in the lower end of the first unit concrete structure 10 and the concrete foundation floor 100 constructed from the ground through the second connecting holes 41 A fourth step S4 of connecting the two connecting plates 40;
    제4공정(S4) 후 제2연결플레이트(40)에 통공된 제2연결구멍(41)들에 각각 제2체결볼트(30a)를 장입하여 상기 제3단턱부(12)에 구비된 너트(12a)들에 제2체결볼트(30a)를 체결함으로써 제2연결플레이트(40)에 의해 제1단위체 콘크리트 구조물(10)이 콘크리트 기초바닥(100)에 연결되어 지지되도록 하는 제5공정(S5);After the fourth process (S4), the second fastening bolt 30a is inserted into the second connection holes 41 through the second connection plate 40, respectively, and the nut provided in the third stepped portion 12 ( The fifth step (S5) to the first unit concrete structure 10 is connected to the concrete base floor 100 is supported by the second connecting plate 40 by fastening the second fastening bolt (30a) to 12a). ;
    상기 제3공정(S3)과 제5공정(S5) 후 제1연결플레이트(20)의 표면과 제2연결플레이트(40)의 표면을 미장콘크리트로 마감하여 제1연결플레이트(20)와 제2연결플레이트(40)가 노출되지 않도록 하는 제6공정(S6)으로 구비되어 이루어지는 것을 특징으로 하는 콘크리트주택 시공방법.After the third process (S3) and the fifth process (S5), the surface of the first connection plate 20 and the surface of the second connection plate 40 is finished with plastering concrete to finish the first connection plate 20 and the second Concrete house construction method comprising the sixth step (S6) to prevent the connection plate 40 is exposed.
  2. 제1항에 있어서,The method of claim 1,
    상기 제6공정(S6) 후,After the sixth step (S6),
    상기 제1단위체 콘크리트 구조물(10)의 상면에 제2단위체 콘크리트 구조물(60)을 안착하되 제1단위체 콘크리트 구조물(10)의 상단에 형성된 제2단턱부(13)와 제2단위체 구조물(60)의 하단에 형성된 제3단턱부(61)가 서로 대응되게 위치되도록 하는 제7공정(S7);The second unit 13 and the second unit structure 60 are mounted on the upper surface of the first unit concrete structure 10, but are seated on the top of the first unit concrete structure 10. A seventh step (S7) for positioning the third stepped portion 61 formed at a lower end thereof to correspond to each other;
    상기 제7공정(S7) 후 제2단위체 콘크리트 구조물(60)의 제3단턱부(61)와 제1단위체 콘크리트 구조물(10)의 제2단턱부(13)를 제3연결구멍(71)들이 통공된 제3연결플레이트(70)로 밀착한 후 제3체결볼트(30b)를 제3연결구멍(71)으로부터 인입하여 제2단턱부(13)의 너트(13a)에 체결함으로써 제1단위체 콘크리트 구조물(10)과 이 제1단위체 콘크리트 구조물(10)의 상면에 올려진 제2단위체 콘크리트 구조물(60)을 고정하는 제8공정(S8);After the seventh step S7, the third stepped portion 61 of the second unit concrete structure 60 and the second stepped portion 13 of the first unit concrete structure 10 are formed with the third connection holes 71. The first unit concrete is brought into close contact with the third connecting plate 70 through which the third fastening bolt 30b is inserted from the third connecting hole 71 and fastened to the nut 13a of the second step 13. An eighth step (S8) of fixing the structure 10 and the second unit concrete structure 60 mounted on the upper surface of the first unit concrete structure 10;
    이 더 구비되어 이루어지는 것을 특징으로 하는 콘크리트주택 시공방법.Concrete house construction method characterized in that is further provided.
PCT/KR2014/001733 2013-08-23 2014-03-03 Method for constructing concrete house WO2015026027A1 (en)

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KR101410602B1 (en) * 2014-03-12 2014-06-20 박준신 construction method of concrete structure house
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KR20080062627A (en) * 2006-12-29 2008-07-03 마루이데아 주식회사 Method of carrying out knockdown building
KR100963586B1 (en) * 2008-02-27 2010-06-15 한국건설기술연구원 Attachment of Unit Modular System, Modular Unit And Manufacturing Method of The Modular Unit
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JPH07102642A (en) * 1993-10-08 1995-04-18 Misawa Homes Co Ltd Construction method for unit type building
KR20080062627A (en) * 2006-12-29 2008-07-03 마루이데아 주식회사 Method of carrying out knockdown building
KR100963586B1 (en) * 2008-02-27 2010-06-15 한국건설기술연구원 Attachment of Unit Modular System, Modular Unit And Manufacturing Method of The Modular Unit
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