KR970021568A - Construction method of building structure - Google Patents

Construction method of building structure Download PDF

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Publication number
KR970021568A
KR970021568A KR1019950037418A KR19950037418A KR970021568A KR 970021568 A KR970021568 A KR 970021568A KR 1019950037418 A KR1019950037418 A KR 1019950037418A KR 19950037418 A KR19950037418 A KR 19950037418A KR 970021568 A KR970021568 A KR 970021568A
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KR
South Korea
Prior art keywords
wall
slabs
concrete
construction method
reinforcing
Prior art date
Application number
KR1019950037418A
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Korean (ko)
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KR100203012B1 (en
Inventor
조창휘
정성진
이현호
나영철
최현일
정하선
김철환
이덕찬
최진기
Original Assignee
이내흔
현대건설 주식회사
김동규
대한주택공사
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Priority to KR1019950037418A priority Critical patent/KR100203012B1/en
Publication of KR970021568A publication Critical patent/KR970021568A/en
Application granted granted Critical
Publication of KR100203012B1 publication Critical patent/KR100203012B1/en

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84—Walls made by casting, pouring, or tamping 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
    • E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
    • E04B5/04—Load-carrying floor structures formed substantially of prefabricated units with beams or slabs of concrete or other stone-like material, e.g. asbestos cement

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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

본 발명은 건축구조물 공사에 있어 PC 슬라브를 현장 콘크리트 타설벽체와 일체성이 있게 시공되도록 하여서, 시공되는 건축구조물이 견고한 내력을 가지도록 하여 주면서도, 경제성있는 건축구조물 공사를 수행할 수 있도록 하여 주는 건축구조물의 시공방법에 관한 것으로써, 본 발명의 건축구조물의 시공방법은; a) 철근 콘크리트벽체가 시공되어야 할 위치에 벽체용 철근(1)을 배근하는 벽체용 철근의 배근공정과; b) 배근이 완료된벽체용 철근(1)의 외부에 벽체용 거푸집(2)을 설치하는 벽체용 거푸집의 설치공정과; c) 상기 벽체용 거푸집(2)의 상부에 정 착철근(100a)들이 양측단부로 돌출되도록 성형되는 PC 슬라브(100)들을 을려놓아 지지시키는 PC 슬라브들의 셋팅공정과; d) 벽체용 거푸집(2)의 내부에 미경화 콘크리트를 타설하여서 성형되는 현장 타설 콘크리트 벽체(100) 내에, PC 슬라브(100)들의 정착철근(100a)들이 매몰되어 정착되도록 하는 콘크리트 벽체의 현장타설공정과; e) 현장타설된 콘크리트 벽체(200)의 경화 양생후에 벽체용 거푸집(2)을 탈리시키는 벽체용 거푸집의 탈형공정을 순차적으로 수행하여서 되는 것이다.The present invention allows the construction of the PC slab integrally with the site concrete pour wall in the construction of the building structure, so that the building structure to be constructed to have a solid strength, and to perform an economical building structure construction Regarding the construction method of the structure, the construction method of the building structure of the present invention; a) reinforcing step of wall reinforcing bars for reinforcing wall reinforcing bars (1) at positions where reinforced concrete walls should be constructed; b) a step of installing wall formwork for installing wall formwork 2 outside the reinforcing bar reinforcing bar 1; c) a step of setting the PC slabs to support the PC slabs (100) formed so that the fixing bars (100a) protruding to both ends of the wall formwork (2); d) On-site casting of in-place concrete (100), which is formed by pouring unhardened concrete into the in-site concrete wall (100), on-site casting of concrete walls to allow the fixing bars (100a) of the PC slabs (100) are buried and fixed Process; e) After the curing curing of the cast-in-place concrete wall 200 is to perform the demoulding process of the wall formwork to detach the wall formwork (2) in sequence.

Description

건축구조물의 시공방법Construction method of building structure

본 내용은 요부공개 건이므로 전문내용을 수록하지 않았음Since this is an open matter, no full text was included.

제1도는, 본 발명 시공 순서를 나타낸 블럭도,1 is a block diagram showing the construction procedure of the present invention,

제2도의(가),(나),(다),(라),(마)는 본 발명의 각 공정별 예시도,(A), (b), (c), (d), and (e) of FIG. 2 are exemplary diagrams for each process of the present invention,

제3, 4, 5, 6도는, PC 슬라브의 정착철근을 정착시킨 상태의 실시예들을 나타낸 일부분 확대단면도,3, 4, 5, and 6 are partially enlarged cross-sectional views showing embodiments in which the fixing bars of the PC slab are fixed.

제7도는, PC 슬라브 상호간이 연결 접속된 상태를 예시한 일부분 사시도.7 is a partial perspective view illustrating a state in which the PC slabs are connected to each other.

Claims (6)

a) 철근 콘크리트벽체가 시공되어야 할 위치에 벽체용 철근을 배근하는 벽체용 철근의 배근공정과; b) 배근이 완료된 벽체용 철근의 외부에 벽체용 거푸집을 설치하는 벽체용 거푸집의 설치공정과; c) 상기 벽체용 거푸집의 상부에 정착철근들이 양측단부로 돌출되도록 성형되는 PC 슬라브들을 올려놓아 지지시키는 PC 슬라브들의 셋팅공정과; d) 벽체용 거푸집의 내부에 미경화 콘크리트를 타설하여서 성형되는 현장 타설 콘크리트 벽제 내에, PC 슬라브들의 정착철근들이 매몰되어 정착되도록 하는 콘크리트 벽체의 현장 타설공정과; e) 현장 타설된 콘크리트 벽체의 경화 양생후에 벽체용 거푸집을 탈리시키는 벽체용 거푸집의 탈형공정을 순차적으로 수행함을 특징으로 하는 건축구조물의 시공방법.a) reinforcement of wall reinforcing bars for reinforcing wall reinforcing bars at locations where reinforced concrete walls should be constructed; b) a wall formwork for installing wall formwork on the outside of the reinforcing bar reinforcement; c) a step of setting the PC slabs to support the PC slabs that are formed so that the fixing bars protrude to both ends of the wall formwork; d) in-site casting of concrete walls to allow the anchored reinforcing bars of the PC slabs to be buried in the in-situ concrete walls formed by pouring unhardened concrete into the wall formwork; e) Construction method of the building structure, characterized in that the demolding process of the wall formwork to detach the wall formwork after the curing curing of the cast-in-place concrete wall in sequence. 제1항에 있어서, 상기 PC 슬라브들의 셋팅작업을 수행할 때에, 그 PC 슬라브 양측 단부에 돌출되는 정착철근들의 상,하부근을 하향 절곡시켜서 현장 타설 콘크리트 벽체 내에 정착되도록 함을 특징으로 하는 건축구조물의 시공방법.The construction structure according to claim 1, wherein when setting the PC slabs, the upper and lower roots of fixing bars protruding from both ends of the PC slabs are bent downward to be fixed in the site-cast concrete wall. Construction method. 제1항에 있어서, 상기 PC 슬라브들의 셋팅작업을 수행할 때에, 그 PC 슬라브 양측 단부에 돌출되는 정착철근들의 상,하부근을 상향 절곡시켜서 현장 타설 콘크리트 벽체 내에 정착되도록 함을 특징으로 하는 건축구조물의 시공방법.The construction structure according to claim 1, wherein when setting the PC slabs, the upper and lower roots of the fixing bars protruding at both ends of the PC slabs are bent upward to settle in the cast-in-place concrete wall. Construction method. 제1항에 있어서, 상기 PC 슬라브들의 셋팅작업을 수행할 때에, 그 PC 슬라브 양측 단부에 돌출되는 정착철근들의 상,하부근을 상하로 교차되게 절곡시켜서 현장 타설 콘크리트 벽체 내에 정착되도록함을 특징으로 하는 건축구조물의 시공방법.The method of claim 1, wherein when performing the setting operation of the PC slabs, the upper and lower roots of the fixing reinforcing bars protruding at both ends of the PC slab is bent up and down to be fixed in the cast-in-place concrete wall Construction method of building structure 제1항에 있어서, 상기 PC슬라브들의 셋팅작업을 수행할 때에, 그 PC슬라브 양측 단부에 돌출되는 정착철근들의 상,하부근을 겹쳐지도록 수평연장하여 철근연결구(100b)로 연결시켜서 현장 타설 콘크리트 벽체(200) 내에 정착되도록 함을 특징으로 하는 건축구조물의 시공방법.According to claim 1, When performing the setting of the PC slab, horizontally extended so as to overlap the upper and lower roots of the fixing bars protruding on both ends of the PC slab connected to the reinforcing bar connector (100b) to cast the site cast concrete wall Construction method of a building structure, characterized in that to be settled in (200). 제1항에 있어서, 상기 PC 슬라브들 마구리에 각기 길이방향으로 형성되는 단턱요홈들로서 상측을 향하여 트여지는 채움구멍을 이루도록 연접시키고, 상기 채움구멍 내에 사춤모르타르가 채워지도록 함을 특징으로 하는 건축구조물의 시공방법.The construction structure of claim 1, wherein the PC slabs are formed to be connected to each other to form a filling hole extending upward, as stepped recesses formed in the longitudinal direction, respectively, and filling mortar is filled in the filling hole. Construction method. ※ 참고사항 : 최초출원 내용에 의하여 공개하는 것임.※ Note: The disclosure is based on the initial application.
KR1019950037418A 1995-10-26 1995-10-26 Executing method of building works used a pc slab KR100203012B1 (en)

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KR1019950037418A KR100203012B1 (en) 1995-10-26 1995-10-26 Executing method of building works used a pc slab

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Application Number Priority Date Filing Date Title
KR1019950037418A KR100203012B1 (en) 1995-10-26 1995-10-26 Executing method of building works used a pc slab

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KR100203012B1 KR100203012B1 (en) 1999-06-15

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100726111B1 (en) * 2006-07-13 2007-06-12 삼성물산 주식회사 Bathroom bottom manufacture method using precast concreat slab
KR100758626B1 (en) * 2005-07-22 2007-09-13 깨뱉시스템(주) Assembly type gang form

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103352569A (en) * 2013-07-31 2013-10-16 清远新绿环建筑材料有限公司 Construction method of integrally-poured architecture building
CN104831829B (en) * 2015-05-11 2016-11-16 孟凡林 The method of attachment that a kind of concrete shear force wall is integrated prefabricated with filling wall
KR101950920B1 (en) * 2017-09-20 2019-02-22 한라산업개발 주식회사 Unit member for wall structure

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100758626B1 (en) * 2005-07-22 2007-09-13 깨뱉시스템(주) Assembly type gang form
KR100726111B1 (en) * 2006-07-13 2007-06-12 삼성물산 주식회사 Bathroom bottom manufacture method using precast concreat slab

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