KR20090124721A - An assembling structure of building frame and construction method thereof - Google Patents

An assembling structure of building frame and construction method thereof Download PDF

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Publication number
KR20090124721A
KR20090124721A KR1020080051087A KR20080051087A KR20090124721A KR 20090124721 A KR20090124721 A KR 20090124721A KR 1020080051087 A KR1020080051087 A KR 1020080051087A KR 20080051087 A KR20080051087 A KR 20080051087A KR 20090124721 A KR20090124721 A KR 20090124721A
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KR
South Korea
Prior art keywords
joist
slab
slab member
halfbo
pillar
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KR1020080051087A
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Korean (ko)
Inventor
최명식
유광준
임주혁
이강철
박대운
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삼성물산 주식회사
삼연 피씨이 주식회사
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Priority to KR1020080051087A priority Critical patent/KR20090124721A/en
Publication of KR20090124721A publication Critical patent/KR20090124721A/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
    • E04B1/16—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material
    • E04B1/165—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material with elongated load-supporting parts, cast in situ
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/17—Floor structures partly formed in situ
    • E04B5/23—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/17—Floor structures partly formed in situ
    • E04B5/23—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated
    • E04B5/26—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated with filling members between the beams
    • 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
    • E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
    • E04B1/04—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of concrete, e.g. reinforced concrete, or other stone-like material
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/20—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2103/00—Material constitution of slabs, sheets or the like
    • E04B2103/02—Material constitution of slabs, sheets or the like of ceramics, concrete or other stone-like material

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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

PURPOSE: An assembly structure of a building frame and a construction method thereof are provided to prevent crack generation by coupling a joist of a PC slab member with PC half beam directly. CONSTITUTION: An assembly structure of a building frame comprises a joist integrated PC slab member(10), a PC half beam(20), and a PC column(30). More than two joists in which a cross section is formed like reverse-trapezoid are hung on a rectangular PC flat board(11) of the joist integrated PC slab member. A joist mounting groove in which the joist of the PC slab member is placed is formed on the PC half beam. The PC half beam is placed on the PC column.

Description

건축물 골조부의 조립구조 및 그 시공방법{An assembling structure of building frame and construction method thereof}An assembling structure of building frame and construction method

본 발명은 피씨보(Precast Concrete Beam)와 피씨슬래브(Precast Concrete Slab)를 이용한 건축물 골조부의 조립구조 및 그 시공방법에 관한 것으로서, 더욱 상세하게는 하부에 장선이 일체로 달려있는 피씨슬래브부재 및 상기 피씨슬래브부재의 장선이 얹힐 수 있는 홈이 파인 피씨보부재를 사용하여 구조물을 형성하는 건축물 골조부의 조립구조 및 그 시공방법에 관한 것이다.The present invention relates to an assembly structure and a construction method of a structural frame using a precast concrete beam (PC) and a precast concrete slab. The present invention relates to an assembly structure of a structural frame part for forming a structure using a grooved PC beam member on which a joist of a PC slab member can be placed, and a construction method thereof.

종래의 피씨슬래브는 본 출원인이 제시한 등록특허 10-0807395에 기재된 바와 같이, 도1을 참조하면, 직사각형상의 평판(62)의 하부에 2개의 보강리브(64)가 형성되고 상기 평판(62)의 양단부에는 지지부(66)가 형성된 더블티형 피씨슬래브부재(60) 다수개를, 도2에서와 같이 중앙 상면에 노출철근(56)이 돌출된 피씨하프보(50)의 걸림부(54)에 거치한다.In the conventional PC slab, as described in the Applicant's Patent Registration No. 10-0807395, referring to FIG. 1, two reinforcing ribs 64 are formed below the rectangular flat plate 62 and the flat plate 62 is formed. At both ends, a plurality of double T-type PC slab members 60 having a support 66 formed thereon are connected to the catching portion 54 of the PC half beam 50 in which the exposed reinforcing bar 56 protrudes from the center upper surface. Mount it.

즉, 상기 더블티형 피씨슬래브부재(60)의 평판(62)의 지지부(66)를 상기 피씨하프보(50)의 걸림부(54)에 얹혀지게한 후, 상기 피씨하프보(50)와 더블티형 피씨슬래브부재(60)의 상부에 철근을 배근하고 그 상부에 토핑콘크리트를 타설하여 슬래브구조 가 완성되는 것이다.That is, the support part 66 of the flat plate 62 of the double T-type PC slab member 60 is placed on the locking part 54 of the PC halfbo 50, and then doubled with the PC halfbo 50. The slab structure is completed by placing the reinforcing bar on the upper portion of the T-type PC slab member 60 and placing the topping concrete on the upper portion thereof.

그런데, 상기 피씨하프보(50)는 걸림부(54)가 평평하기 때문에 더블티형 피씨슬래브부재(60) 설치시 더블티형 피씨슬래브부재(60)가 제 위치에서 좌우로 유동되어 설치에 문제점이 있었고, 또한 더블티형 피씨슬래브부재(60)의 보강리브(64)의 폭의 상하부가 균등하여 보강리브(64)의 폭을 두껍게 하여야 하므로 자재비가 증가하고, 또한 지지부(66)와 보강리브(64)의 사이가 취약하여 슬래브 바닥 상부에 균열이 발생하는 문제점이 있었다.By the way, the PC halfbo 50 has a problem in installation because the locking portion 54 is flat, when the double T-type PC slab member 60 is installed when the double T-type PC slab member 60 is moved from side to side in position. In addition, since the upper and lower portions of the width of the reinforcing rib 64 of the double-tee type PC slab member 60 are equalized, the width of the reinforcing rib 64 should be thickened, and the material cost increases, and the support 66 and the reinforcing rib 64 are There was a problem in that cracks were generated in the upper part of the slab floor because of the fragile between.

본 발명은 상기한 실정을 감안하여 종래 피씨부재를 사용하여 골조를 구성하는 조립식 공법이 지니고 있던 최대 단점인 슬래브 바닥 상부에 발생하는 균열을 방지하기 위해 피씨슬래브부재의 장선을 직접 피씨하프보에 접합시켜 균열 발생을 방지할 수 있는 건축물 골조부의 조립구조 및 그 시공방법을 제공하는 데 있다.In view of the above situation, the present invention directly joins the joist of the PC slab member to the PC half beam in order to prevent the crack occurring in the upper part of the slab bottom which is the biggest disadvantage of the prefabricated method of constructing the frame using the conventional PC member. It is to provide an assembly structure and a construction method of the building frame to prevent the occurrence of cracks.

본 발명의 다른 목적은 피씨슬래브부재를 장경간화 하기 위하여 피씨슬래브부재의 하부에 형성된 장선의 단면 형태를, 하부폭을 최소화 하고 상부로 갈수록 크게 넓혀 구조적인 안전성 및 경제성을 극대화 할 수 있는 피씨하프보를 이용한 건축물 골조부의 조립구조 및 그 시공방법을 제공하는 데 있다.Another object of the present invention is to maximize the structural safety and economic efficiency by maximizing the cross-sectional shape of the joist formed on the lower portion of the PC slab member to minimize the lower width, and widen toward the top to maximize the structural safety and economy The present invention provides an assembly structure and a construction method thereof.

본 발명의 다른 목적은 피씨슬래브부재의 장선과 피씨하프보의 접합을 수월하게 하기 위해 피씨하프보의 양측면에 장선 거치용 홈을 형성한 건축물 골조부의 조립구조 및 그 시공방법을 제공하는 데 있다. It is another object of the present invention to provide an assembly structure and a construction method of a building frame part in which a joist mounting groove is formed on both sides of the PCB halfbob to facilitate the joining of the joist of the slab member of the PC slab.

상기한 목적을 달성하기 위한 본 발명 건축물 골조부의 조립구조는 직사각형 피씨평판의 하부에 단면이 역사다리꼴 모양의 장선이 적어도 2개 이상 달려 있는 장선 일체형 피씨슬래브부재와; 상기 피씨슬래브부재의 장선이 얹혀질 장선 거치용 홈이 형성되어 있는 피씨하프보 및; 상기 피씨하프보가 얹혀지는 피씨기둥을 구비한 구성으로 이루어지는 것을 특징으로 한다.The assembly structure of the present invention building frame to achieve the above object is a joist integral PC slab member having at least two or more trapezoidal joules of the cross section in the lower portion of the rectangular PC flat plate; A PC harpbo having a joist mounting groove on which the joist of the PC slab is to be placed; Characterized in that it consists of a configuration having a PC pillar on which the PC half beams are placed.

본 발명은 종래 피씨부재를 사용하여 골조를 구성하는 조립식 공법이 지니고 있던 최대 단점인 슬래브 바닥 상부에 발생하는 균열을 방지하기 위해 장선을 직접 피씨하프보에 접합시켜 균열 발생을 방지할 수 있고, 피씨슬래브부재의 장경간화를 위하여 장선의 단면 형태를, 하부폭을 최소화하고 상부로 갈수록 크게 넓혀 구조적인 안전성 및 경제성을 극대화 할 수 있을 뿐만 아니라, 피씨슬래브부재의 장선과 피씨하프보의 접합을 수월하게 하기 위해 피씨하프보의 양측면에 장선 거치용 홈을 형성하여 피씨슬래브부재의 장선과 피씨하프보의 접합을 수월하게 하였다.The present invention can prevent the occurrence of cracks by joining the joist directly to the PC halfbo in order to prevent the cracks generated on the top of the slab bottom, which is the biggest disadvantage of the prefabricated method constituting the frame using a conventional PC member, In order to make the slab member longer, the cross-sectional shape of the joist is minimized and the width of the joist is expanded to the upper part to maximize structural safety and economic efficiency. In order to facilitate the joining of the jockey of the PC slab member and the PCB halfbo, grooves for mounting the joists are formed on both sides of the PC halfbo.

이하, 첨부 도면을 참조하여 본 발명 피씨보를 이용한 골조부의 조립구조 및 그 시공방법을 바람직한 실시예로서 상세하게 설명한다.Hereinafter, with reference to the accompanying drawings will be described in detail as a preferred embodiment the assembly structure and construction method of the frame portion using the present invention.

도 3은 본 발명 건축물 골조부의 조립구조의 사시도, 도 4는 본 발명에 따른 피씨하프보의 사시도, 도 5는 본 발명에 따른 피씨슬래브부재에 피씨하프보를 재치하는 상태의 사시도, 도 6은 본 발명에 따른 피씨기둥의 사시도, 도 7은 본 발명에 따른 피씨슬래브부재 상부에 철근이 배근되고 토핑콘크리트가 타설되는 모습을 나타낸 도면으로서, 본 발명 건축물 골조부의 조립구조는 직사각형 피씨평판(11)에 단면이 역사다리꼴 모양의 장선(12)이 적어도 2개 이상 달려 있는 장선 일체형 피씨슬래브부재(10)와; 상기 피씨슬래브부재(10)의 장선이 얹혀질 장선 거치용 홈(21)이 형성되어 있는 피씨하프보(20) 및; 상기 피씨하프보(20)가 얹혀지는 피씨기둥(30)으로 이루어진 구성으로 되어있다.Figure 3 is a perspective view of the assembly structure of the present invention building frame, Figure 4 is a perspective view of the PC half-beam according to the present invention, Figure 5 is a perspective view of the state of the PC half member placed on the PC slab member according to the present invention, Figure 6 Fig. 7 is a perspective view of a PC pillar according to the present invention, Figure 7 is a view showing the reinforcing bar is reinforced on top of the PC slab member according to the present invention, the topping concrete is poured, the assembly structure of the building frame of the present invention is a rectangular PC flat plate (11) A joist-integrated PC slab member 10 having at least two or more trapezoidal joists 12 having a cross section; A PC harpbo 20 in which a joist mounting groove 21 on which the joist of the PC slab member 10 is to be placed is formed; It consists of a PC pillar 30 on which the PC halfbo 20 is placed.

상기 피씨슬래브부재(10)는 직사각형 피씨평판(11)에 단면이 역사다리꼴 모 양의 장선(12)이 적어도 2개 이상 달려 있고, 상기 피씨평판(11)과 장선(12)은 일체로 형성되며, 양단부에 반턱(12a)이 형성되어 있다. The PC slab member 10 has at least two or more inverted trapezoidal joules 12 in cross section on the rectangular PC flat plate 11, the PC flat plate 11 and the joist 12 are integrally formed The half jaw 12a is formed in both ends.

다른 실시예로, 상기 장선(12)의 단면 형태는 하부에서 피씨바닥판(11) 쪽으로 동일 단면으로 올라 가다가 중간 정도의 부분에서 그 폭이 크게 크지는 역 사다리꼴 형태이며, 양단부에 반턱(12a)이 형성할 수도 있다. In another embodiment, the cross-sectional shape of the joist 12 is an inverted trapezoidal shape that is ascending from the bottom toward the PC bottom plate 11 in the same cross-section, the width of which is large at an intermediate portion, and the half-twelt 12a at both ends. This can also be formed.

상기 피씨하프보(20)는 양쪽 측면에 상기 피씨슬래브부재(10)의 장선(12)이 얹혀질 장선 거치용 홈(21)이 형성되고, 상기 피씨슬래브부재(10)와 접하는 양측면 상부 가장자리에는 띠테이프(22)가 접착되며, 양단부의 중앙에는 관통홈(23)이 형성되고, 상부면 중앙에 스터럽 철근(24)이 돌출되어 있다.The PCB halfbo 20 has a joist mounting groove 21 in which the joists 12 of the PC slab member 10 are to be placed on both sides, and the upper edges of both sides contacting the PCB slab member 10 are formed. The band tape 22 is bonded to each other, through-holes 23 are formed in the center of both ends, and the stirrup reinforcement 24 protrudes from the center of the upper surface.

상기 피씨하프보(20)와 피씨슬래브부재(10)와 접하는 양측면 상부 가장자리에스폰지 재질의 띠테이프(22)를 접착하는 것은 상기 양 피씨부재 사이의 공극을 메워주어 토핑 콘크리트 타설시 시멘트 페이스트가 흘러내리는 것을 방지하는 역할을 한다.Bonding the band tape 22 of the sponge material to the upper edges of both sides in contact with the PC halfbo 20 and the PC slab member 10 fills the voids between the PC members so that cement paste flows when the topping concrete is poured. It serves to prevent falling.

그리고, 상기 피씨하프보(20)가 거치되는 상기 피씨기둥(30)은 양측면에 상기 피씨하프보(20)가 얹혀지도록 브라켓(31)이 상하로 다수단 형성되고, 상기 브라켓(31)의 상면에는 피씨하프보(20)의 관통홈(23)에 삽입되는 철근촉(32)이 돌출되어 있다.In addition, the PC pillar 30 on which the PC halfbo 20 is mounted has a bracket 31 formed in multiple stages up and down so that the PC halfbo 20 is placed on both sides, and an upper surface of the bracket 31. The rebar nib 32 inserted into the through groove 23 of the PC half beam 20 protrudes.

상기 철근촉(32)의 상부에는 나사홈이 형성되어 피씨하프보(20)의 관통홈(23)을 끼운 후에 너트(42)로 고정할 수 있다.A screw groove is formed at an upper portion of the rebar nib 32 so that the through groove 23 of the PC halfbo 20 may be inserted and then fixed with a nut 42.

한편, 본 발명 피씨하프보를 이용한 건축물 골조부의 시공방법은 먼저, 기초 바닥판이 설치된 상태에서 일정간격으로 피씨기둥(30)을 세우는 피씨기둥 설치단계(S1)와; 띠테이프(22)가 부착된 피씨하프보(20)의 단부를 상기 피씨기둥(30)의 브라켓(31)에 거치시키되 피씨하프보(20)의 관통홈(23)에 삽입되는 피씨기둥(30) 철근촉(32)을 삽입시켜 철근촉(32) 상부에 너트(42)를 체결하여 피씨기둥(30)에 피씨하프보(20)를 결합 고정하는 피씨보 설치단계(S2)와; 상기 피씨하프보(20)의 장선 거치용 홈(21)에 무수축 몰탈을 충진하고, 피씨슬래브부재(10)의 장선(12)의 단부에 형성된 반턱(12a)을 삽입시켜 피씨슬래브부재(10)를 설치하는 피씨슬래브부재 설치단계(S3)와; 상기 피씨슬래브부재(10) 상부에 철근을 배근하고 기타 배선을 하는 철근배근단계(S4) 및 상기 철근이 배근된 피씨슬래브부재(10) 상에 토핑콘크리트를 타설한 후 양생시키는 토핑콘크리트 양생단계(S5)로 이루어진 것을 특징으로 하는 건축물 골조부의 시공방법으로 이루어진다.On the other hand, the construction method of the building frame using the present invention the PCB halfbo first, the installation step (S1) of the PC pillar to establish the PC pillar 30 at a predetermined interval in the state in which the base plate is installed; The end of the PCB halfbo 20 with the band tape 22 attached thereto is mounted on the bracket 31 of the PC pillar 30, and the PC pillar 30 is inserted into the through groove 23 of the PC halfbo 20. A) inserting the rebar nib (32) to fasten the nut (42) to the upper rebar nib (32) to install the PC beam (20) coupled to the PC half beam (20) to the PC pillar 30; The non-shrink mortar is filled in the joist mounting groove 21 of the PCB halfbo 20, and the half slab 12a formed at the end of the joist 12 of the PC slab member 10 is inserted into the PC slab member 10. PC slab member installation step (S3) for installing; Reinforcing bar reinforcement step (S4) to reinforce the reinforcement to the upper portion of the PC slab member (10) and the topping concrete curing step to cure after pouring the topping concrete on the reinforced PC slab member (10) ( S5) is made of a construction method of a building frame, characterized in that consisting of.

먼저, 기초바닥판이 설치된 상태에서 일정간격으로 피씨기둥(30)을 세운다.First, the PC pillar 30 is set at a predetermined interval in a state where the base bottom plate is installed.

상기 기초바닥판에는 일정간격으로 앵커볼트(41)가 고정되어 있고 상기 앵커볼트(41)는 피씨기둥의 하부 철물(40)과 결합된다. The anchor bolt 41 is fixed to the base bottom plate at a predetermined interval, and the anchor bolt 41 is coupled to the lower hardware 40 of the PC pillar.

상기 철물(40)은 구멍(35)이 천공된 고정판(34)이 구비되어 있고 상기 앵커볼트(41)에 고정판(34)의 구멍(35)이 끼워지고 너트(42)로 고정된다.The hardware 40 is provided with a fixing plate 34 in which the hole 35 is drilled, and the hole 35 of the fixing plate 34 is fitted into the anchor bolt 41 and fixed with a nut 42.

다음, 띠테이프(22)가 부착된 피씨하프보(20)의 단부를 상기 피씨기둥(30)의 브라켓(31)에 거치시키되, 피씨하프보(20)의 양단부에 형성된 관통홈(23)에 상기 피씨하프보(20)의 브라켓(31)에 구비된 철근촉(32)을 삽입시키고 상부로 노출된 철근촉(32)에 너트(42)를 체결하여 상기 피씨기둥(30)에 피씨하프보(20)를 결합 고정 한다.Next, the end of the PCB halfbo 20 is attached to the bracket 31 of the PC post 30, the through-holes 23 formed on both ends of the PCB halfbo 20, Insert the rebar nib 32 provided on the bracket 31 of the PC halfbo 20 and fasten the nut 42 to the rebar nib 32 exposed to the upper part of the PC halfbo on the PC pillar 30. (20) to fasten.

다음, 상기 피씨하프보(20)의 장선 거치용 홈(21)에 무수축 몰탈을 충진하고, 피씨슬래브부재(10)의 장선(12)의 단부에 형성된 반턱(12a)을 삽입시켜 피씨슬래브부재(10)를 설치한다.Next, the non-shrink mortar is filled in the joist mounting groove 21 of the PC halfbo 20, and the half slab 12a formed at the end of the joist 12 of the PC slab member 10 is inserted into the PC slab member. Install (10).

다음, 상기 피씨슬래브부재(10) 상부에 철근을 배근하고 기타 배선을 한다.Next, the reinforcing bar is placed on top of the PC slab member 10 and other wiring is performed.

다음, 상기 철근이 배근된 피씨슬래브부재(10) 상에 토핑콘크리트를 타설한 후 양생시키면 본 발명의 건축물 골조부의 조립이 완성되는 것이다.Next, when the topping concrete is poured on the PC slab member 10 in which the reinforcement is placed, curing is completed, assembling the building frame part of the present invention.

이와 같은 본 발명 건축물 골조부의 조립구조 및 그 시공방법에 의하면, 다음과 같은 이점을 얻을 수 있다.According to the assembling structure of the building frame part of the present invention and the construction method thereof, the following advantages can be obtained.

첫째, 본 발명은 기존 유사 구조물 들의 피씨슬래브와 피씨보가 만나는 부분을 기존의 단순접합에서 연속접합으로 개선하여 균열 발생을 억제함으로써 구조물이 완공된 후의 사용성을 극대화시킬 수 있다. First, the present invention can maximize the usability after the structure is completed by improving the portion where the PC slab and the PC-Bo meets existing similar structures from the conventional simple joint to the continuous joint to suppress the occurrence of cracks.

또한, 상기 연속접합으로 인해 기존의 단순접합시 균열 유도를 위해 바닥슬래브 상부에 타설되는 무근 콘크리트 및 쏘 커팅(Saw Cutting)을 없앰으로써 사용성, 공기단축 및 경제성을 높아지고, 현장 시공성을 크게 향상시킬 수 있다.In addition, the continuous joining eliminates the plain concrete and saw cutting placed on the top of the floor slab to induce cracking during the conventional simple joining, thereby increasing usability, air shortening and economic efficiency, and greatly improving field workability. have.

둘째, 장선의 하부폭은 최소화하고, 상부폭을 넓힘으로써 피씨슬래브부재를 장경간화 할 수 있는 장점이 있다.Secondly, the lower width of the joist is minimized, and the upper slab width can be made longer by increasing the upper width.

셋째, 기존의 피씨공법에 비해 사용성(균열, 처짐, 진동 방지 성능)이 매우 좋아지고, 골조시공에 소모되는 공사비용을 절감할 수 있다.Third, the usability (cracking, sagging, anti-vibration performance) is very good compared to the conventional PC method, it is possible to reduce the construction cost consumed in the construction of the frame.

넷째, 장선일체형 피씨슬래브 부재를 생산하는 측면에서 보면, 종래에는 장 선을 연속화시키기 위해서는 피씨슬래브의 단부를 테두리보의 형태로 막거나, 장선의 폭을 키워 연속접합에 적합한 적정폭을 확보하여야 한다. Fourthly, in view of producing a long wire integrated PC slab member, conventionally, in order to continuous the long wire, the end of the PC slab should be closed in the form of a rim beam, or the width of the long wire should be increased to secure an appropriate width for continuous joining. .

그러나 전자의 경우 부재별로 개별몰드를 만들어야 하므로 피씨부재의 생산성이 현격히 떨어지게 되며, 후자의 경우에는 불필요한 단면이 많이 소요되게 된다. 따라서, 연속접합을 가능하게 하고 불필요한 장선부위의 단면을 줄이기 위해서는 본 발명에서 제시한 피씨슬래브부재(10)의 역 사다리꼴 단면 형태가 가장 바람직하다.However, in the former case, since the individual molds must be made for each member, the productivity of the PC member is significantly reduced, and in the latter case, unnecessary cross sections are required. Therefore, the inverted trapezoidal cross-sectional shape of the PC slab member 10 proposed in the present invention is most preferable in order to enable continuous joining and reduce unnecessary cross sections of the joists.

이와 같은 형태의 선정에 따라 피씨부재는 부재별 개별몰드가 아닌 여러 부재 연속형 몰드를 사용할 수 있고, 이는 롱라인(Long Line) 생산에 적합한 형태로되어 피씨부재의 생산성을 크게 높일 수 있고, 현장여건에 따라 여러 가지 길이가 다른 피씨부재를 손쉽게 생산하고 대처할 수 있는 각별한 효과가 얻어지게 된다.According to the selection of this type, the PC member can use various member continuous molds instead of individual molds for each member, which is suitable for long line production and can greatly increase the productivity of the PC member. Depending on the conditions, special effects can be obtained to easily produce and cope with different lengths of PC members.

지금까지 본 발명을 바람직한 실시예로서 설명하였으나, 본 발명은 이에 한정되지 않고 발명의 요지를 이탈하지 않는 범위 내에서 다양하게 변형하여 실시할 수 있음은 물론이다.While the present invention has been described as a preferred embodiment, the present invention is not limited thereto, and various modifications can be made without departing from the gist of the invention.

도 1은 종래 피씨슬래브부재의 사시도,1 is a perspective view of a conventional PC slab member,

도 2는 종래 피씨하프보에 피씨슬래브부재를 거치한 상태의 사시도,2 is a perspective view of a state where a PC slab member is mounted on a conventional PVC half beam;

도 3은 본 발명 건축물 골조부의 조립구조의 사시도,Figure 3 is a perspective view of the assembly structure of the present invention building frame,

도 4는 본 발명에 따른 피씨하프보의 사시도,4 is a perspective view of the PC halfbo according to the present invention,

도 5는 본 발명에 따른 피씨슬래브부재의 사시도,5 is a perspective view of a PC slab member according to the present invention,

도 6은 본 발명에 따른 피씨기둥에 피씨하프보가 거치되는 상태의 사시도,Figure 6 is a perspective view of a state where the PCB halfbo is mounted on the PC pillar in accordance with the present invention,

도 7은 본 발명에 따른 피씨슬래브부재 상부에 철근이 배근되는 건축물 골조부의 조립구조의 사시도이다.Figure 7 is a perspective view of the assembly structure of the building frame in which the reinforcement is reinforced on the PC slab member according to the present invention.

〈도면의 주요부분에 대한 부호의 설명〉<Explanation of symbols for main parts of drawing>

10 : 피씨슬래브부재 11 : 피씨평판10: PCB slab member 11: PC flat plate

12 : 장선 12a : 반턱12: joist 12a: half jaw

20 : 피씨하프보 21 : 장선 거치용 홈20: PC Halfbo 21: joists for mounting joists

22 : 띠테이프 23 : 관통홈22: strip tape 23: through groove

24 : 스트럽 철근 30 : 피씨기둥24: Stirrup reinforcement 30: PC pillar

31 : 브라켓 32 : 철근촉31: Bracket 32: Rebar

Claims (7)

직사각형의 피씨평판(11)의 하부에 길이방향으로 단면이 역사다리꼴 모양의 장선(12)이 적어도 2개 이상 달려 있는 장선 일체형 피씨슬래브부재(10)와; 상기 피씨슬래브부재(10)의 장선(12)이 얹혀지는 장선 거치용 홈(21)이 형성되어 있는 피씨하프보(20) 및; 상기 피씨하프보(20)가 얹혀지는 피씨기둥(30)으로 이루어지는 것을 특징으로 하는 건축물 골조부의 조립구조.A joist-integrated PC slab member 10 having at least two or more trapezoidal joists 12 having an inverted trapezoidal cross section in the longitudinal direction under the rectangular PC flat plate 11; A PC harpbo 20 having a joist mounting groove 21 on which the joist 12 of the PC slab 10 is placed; Assembly structure of the building frame portion, characterized in that consisting of the PC pillar 30 on which the PC half beam 20 is placed. 제 1항에 있어서, 상기 피씨평판(11) 하부에 형성된 장선(12)의 양단부에는 반턱(12a)이 형성되어 상기 피씨하프보(20)의 장선 거치용 홈(21)에 삽입되는 것을 특징으로 하는 건축물 골조부의 조립구조.The method of claim 1, wherein both ends of the joist 12 formed on the bottom of the PC flat plate 11 is formed with a half (12a) is characterized in that it is inserted into the joist mounting groove 21 of the PC halfbo 20. Assembly structure of building frame part to do. 제 2항에 있어서, 상기 장선(12)의 단면 형태는 하부에서 피씨바닥판(11) 쪽으로 동일 단면으로 올라 가다가 중간 정도의 부분에서 그 폭이 크게 커지는 역 사다리꼴 형태인 것을 특징으로 하는 건축물 골조부의 조립구조. According to claim 2, wherein the cross-sectional shape of the joist 12 is an inverted trapezoidal shape, characterized in that the width rises in the middle portion of the cross section ascending from the bottom toward the same base plate 11 in the middle portion Assembly structure. 제 1항에 있어서, 상기 피씨하프보(20)는 양 측면에 상기 피씨슬래브부재(10)의 장선(12)이 얹혀질 장선 거치용 홈(21)이 형성되고, 양단부의 중앙에 관통홈(23)이 형성되며, 상부면의 중앙에 스터럽 철근(24)이 돌출되어 있는 것을 특징으로 하는 건축물 골조부의 조립구조.According to claim 1, wherein the PCB halfbo 20 is a joist mounting groove 21 on which the joists 12 of the PC slab member 10 is to be placed on both sides, a through groove ( 23) is formed, the assembly structure of the building frame, characterized in that the stub reinforcing bar 24 protrudes in the center of the upper surface. 제 4항에 있어서, 상기 피씨하프보(20)는 상기 피씨슬래브부재(10)와 접하는 양측면의 상부 가장자리에 스폰지 재질의 띠테이프(22)가 접착되는 것을 특징으로 하는 건축물 골조부의 조립구조.The structure of claim 4, wherein the PCB halfbo (20) is bonded with a band tape (22) of sponge material to upper edges of both sides of the PCB slab in contact with the PC slab member (10). 제 1항에 있어서, 상기 피씨기둥(30)은 양측면에는 상기 피씨보(20)가 얹혀지도록 브라켓(31)이 상하로 다수단 형성되고, 상기 브라켓(31)의 상면에는 피씨하프보(20)의 관통홈(23)에 삽입되는 철근촉(32)이 돌출되어 있는 것을 특징으로 하는 피씨보를 이용한 골조부의 조립구조.According to claim 1, The PC pillar 30 is formed on both sides of the bracket 31 is formed in the upper and lower stages so that the PC beam 20 is mounted, the PCB half bo (20) Assembly structure of the frame portion using the PC beam, characterized in that the reinforcing nib 32 is inserted into the through groove 23 of the protrusion. 기초바닥판이 설치된 상태에서 일정간격으로 피씨기둥(30)을 세우는 피씨기둥 설치단계(S1)와; 띠테이프(22)가 부착된 피씨하프보(20)의 단부를 상기 피씨기둥(30)의 브라켓(31)에 거치시키되 피씨하프보(20)의 관통홈(23)에 삽입되는 피씨기둥(30) 철근촉(32)을 삽입시켜 철근촉(32) 상부에 너트(42)를 체결하여 피씨기둥(30)에 피씨하프보(20)를 결합 고정하는 피씨보 설치단계(S2)와; 상기 피씨하프보(20)의 장선 거치용 홈(21)에 무수축 몰탈을 충진하고, 피씨슬래브부재(10)의 장선(12)을 삽입시켜 피씨슬래브부재(10)를 설치하는 피씨슬래브부재 설치단계(S3)와; 상기 피씨슬래브부재(10) 상부에 철근을 배근하고 기타 배선을 하는 철근배근단계(S4) 및 상기 철근이 배근된 피씨슬래브부재(10) 상에 토핑콘크리트를 타설한 후 양생시키는 토핑콘크리트 양생단계(S5)로 이루어진 것을 특징으로 하는 피씨보를 이용한 골조부의 시공방법.PC pillar installation step (S1) for establishing the PC pillar 30 at a predetermined interval in the state that the base plate is installed; The end of the PCB halfbo 20 with the band tape 22 attached thereto is mounted on the bracket 31 of the PC pillar 30, and the PC pillar 30 is inserted into the through groove 23 of the PC halfbo 20. A) inserting the rebar nib (32) to fasten the nut (42) to the upper rebar nib (32) to install the PC beam (20) coupled to the PC half beam (20) to the PC pillar 30; The PC slab member is installed to fill the non-shrink mortar in the joist mounting groove 21 of the PC halfbo 20 and insert the joist 12 of the PC slab member 10 to install the PC slab member 10. Step S3; Reinforcing bar reinforcement step (S4) to reinforce the reinforcement to the upper portion of the PC slab member (10) and the topping concrete curing step to cure after pouring the topping concrete on the reinforced PC slab member (10) ( S5) Construction method of the frame portion using the PC, characterized in that consisting of.
KR1020080051087A 2008-05-30 2008-05-30 An assembling structure of building frame and construction method thereof KR20090124721A (en)

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101222208B1 (en) * 2010-09-15 2013-01-15 한국건설기술연구원 Composite Beam Of Precast Concrete Beam And Deck Plate
CN109518858A (en) * 2019-01-03 2019-03-26 中国建筑第五工程局有限公司 Fabricated Beam-Slab connection structure and its construction method
CN115419176A (en) * 2022-09-20 2022-12-02 中铁成都规划设计院有限责任公司 Assembled beam slab node
US20230407636A1 (en) * 2022-06-16 2023-12-21 ICF Building Systems LLC Concrete form systems, devices, and related methods

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101222208B1 (en) * 2010-09-15 2013-01-15 한국건설기술연구원 Composite Beam Of Precast Concrete Beam And Deck Plate
CN109518858A (en) * 2019-01-03 2019-03-26 中国建筑第五工程局有限公司 Fabricated Beam-Slab connection structure and its construction method
CN109518858B (en) * 2019-01-03 2024-04-09 中国建筑第五工程局有限公司 Assembled beam plate connecting structure and construction method thereof
US20230407636A1 (en) * 2022-06-16 2023-12-21 ICF Building Systems LLC Concrete form systems, devices, and related methods
CN115419176A (en) * 2022-09-20 2022-12-02 中铁成都规划设计院有限责任公司 Assembled beam slab node

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