KR950032934A - Construction method of high-rise building - Google Patents

Construction method of high-rise building Download PDF

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Publication number
KR950032934A
KR950032934A KR1019940011325A KR19940011325A KR950032934A KR 950032934 A KR950032934 A KR 950032934A KR 1019940011325 A KR1019940011325 A KR 1019940011325A KR 19940011325 A KR19940011325 A KR 19940011325A KR 950032934 A KR950032934 A KR 950032934A
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South Korea
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construction
frame portion
upper frame
steel
lower frame
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KR1019940011325A
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Korean (ko)
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KR0171873B1 (en
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윤정로
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최훈
삼성물산 주식회사
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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
    • E04B1/35—Extraordinary methods of construction, e.g. lift-slab, jack-block

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

Abstract

본 발명은 하부골조부와 상부골조부를 병행시공하여 전체적인 공사기간을 획기적으로 단축하여 전체적인 건축비용이 절감되도록 하여주는 고층건축물의 시공방법에 관한 것으로, 건축물이 설치될 부분에 터파기를 하고 건축물의 기초부를 완성하는 기초공사단계와, 상기 기초부의 상부중앙부의 소정의 위치에 코아부를 슬라이딩포옴으로 연속적으로 시공하는 코아부공사단계와, 상기 코아부를 지지구조물로 삼아서 기초구조부의 바로 위에서부터는 하부골조부의 시공을 진행함과 동시에 상기 하부골조부로부터 상당히 높은 곳에 위치한 곳에서부터 상부골조부의 시공을 병행하는 하부 및 상부골조부의 병행공사단계를 거쳐서 전체적인 골조부를 시공하는 것이다.The present invention relates to a construction method of a high-rise building that lowers the overall construction cost by dramatically shortening the overall construction period by constructing the lower frame portion and the upper frame portion in parallel. Basic construction step to complete the part, core part construction step of continuously constructing the core part by sliding foam at a predetermined position of the upper middle part of the base part, and construction of the lower frame part directly from the base structure part using the core part as a support structure Simultaneously with the construction of the overall frame through the parallel construction step of the lower and upper frame parallel to the construction of the upper frame from the place located at a significantly higher position from the lower frame.

Description

고층 건축물의 시공방법Construction method of high-rise building

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

제1도-(A)~1-(G)도는 종래의 고층건축물이 시공되는 과정을 단계별로 나타낸 예시도, 제2도는 본 발명에 의해 시공되는 일실시예로서 코아부와 보 및 슬라브의연결관계를 난타낸 일부절결 평면도, 제3-(A)도는 본 발명의 주요부인 코아부와 골조부를 격자형 연결철물로 연결한 상태를 나타낸 단면도, 제3-(B)도는 제3-(A)도의 입면도, 제4-(A)도는 발명의 주요부인 코아부와골조부를 구부림철근형 연결철물로 연결상태를 나타낸 단면도, 제4-(B)는 제4-(A)도의 사시도, 제4-(C)도 제4-(A)도의 다른 실시예를 나타낸 단면도, 제5도는 본 발명의 주요부인 코아부와 골조부의 연결상태를 나타낸 단면도, 제6-(A)도는 본 발명의 주요부인 코아부와 골조부를 철판형 연결철물로 연결된 상태를 나타낸 단면도, 제6-(B)도는 제6-(A)도의 사시도, 제7-(A)~7-(D)도는 본 발명에 의해 고층건축물이 시공되는 과정을 단계별로 나타낸 제1실시예시도, 제8-(A)도~8-(D)도는 본 발명에 의해 고층건축물이 시공되는 과정을 단계별로 나타낸 제2실시예시도.1 (A) to 1 (G) is an exemplary view showing step by step the process of construction of a conventional high-rise building, Figure 2 is an embodiment of the construction according to the present invention the connection of the core and beam and slab Partial cut-out plan showing the relationship, Fig. 3 (A) is a cross-sectional view showing a state in which the core part and the frame part, which are the main parts of the present invention, are connected by a lattice connecting hardware, and Fig. 3 (B) is a part 3 (A). Fig. 4 (A) is a cross-sectional view showing a core part and a frame part of the invention connected by bending reinforcing bars, and Fig. 4- (B) is a perspective view of Fig. 4 (A), and Fig. 4- (C) Figure 4 is a cross-sectional view showing another embodiment of Figure 4- (A), Figure 5 is a cross-sectional view showing a connection state of the core portion and the frame portion, which is the main part of the present invention, Figure 6 (A) is a core part of the present invention 6- (B) is a perspective view of Fig. 6- (A), and Figs. 7- (A) to 7- (D) are high-layered according to the present invention. Chukmul the first embodiment illustrated showing the step-by-step construction that Fig., The 8- (A) is also ~ 8- (D) turning diagram of a second embodiment showing an example step-by-step process in which a high-rise building constructed in accordance with the present invention.

Claims (10)

건축물이 설치될 부분에 터파기를 하고 건축물의 기초부를 완성하는 기초공사단계와, 상기 기초부의 상부 중앙부의 소정의 위치에 코아부를 슬라이딩포옴으로 연속적으로 시공하는 코아부공사단계와, 상기 코아부를 지지구조물로 삼아서 기초구조부의 바로 위에서부터는 하부골조부의 시공을 진행함과 동시에 상기 하부골조부로부터 상당히 높은 곳에 위치한 곳에서부터 상부골조부의 시공을 병행하는 하부 및 상부골조부의 병행공사단계를 거쳐서 전체적인 골조부를 시공함을 특징으로 하는 고층건축물의 시공방법.A foundation work step of digging in the part where the building is to be installed and completing the foundation part of the building, a core part construction step of continuously constructing the core part by sliding foam at a predetermined position of the upper center part of the foundation part, and the core part supporting structure As a result, the construction of the overall frame part is carried out through the parallel construction of the lower frame and the upper frame part simultaneously with the construction of the upper frame part from the place located at a higher level from the lower frame part. Construction method of high-rise building, characterized in that. 제1항에 있어서, 상기 상부골조부는 하부골조부를 구성하는 구성요소들의 일부인 하부기둥들로서 하부골조부와 연결되어 시공되도록 함을 특징으로 하는 고층구조물의 시공방법.The method of claim 1, wherein the upper frame portion is a lower pillar that is a part of the components constituting the lower frame portion to be connected to the lower frame portion to be constructed. 제1항 또는 제2항 중 어느 하나에 있어서, 상기 상부골조부의 공사는 지상2층에서 시작되도록 하여, 상부 골조부는 지상층골조부로서, 하부골조부는 지하층골조부로서 구분되어 시공되도록 함을 특징으로 하는 고층건축물의 시공방법.According to any one of claims 1 or 2, wherein the construction of the upper frame is to be started on the second floor above, the upper frame is characterized in that the construction is divided into the ground layer frame, the lower frame portion as the basement frame. Construction method of high-rise building to do 제1항 또는 제2항 중 어느 하나에 있어서, 상기 코아부의공사진행이 최상층까지 완료된 후에 비로소 하부골조부와 상부골조부의 시공을 진행시킴을 특징으로 하는 고층건축물의 시공방법.The method for constructing a high-rise building according to any one of claims 1 to 4, wherein the construction of the lower frame portion and the upper frame portion is progressed only after the hollow line of the core part is completed up to the top floor. 제1항 또는 제2항 중 어느 하나에 있어서, 상기 코아부의 공사진행이 지상층의 소정의 높이까지 도달하면서부터 하부골조부와 상부골조부의 시공을 진행시킴을 특징으로 하는 고층건축물의 시공방법.The method for constructing a high-rise building according to any one of claims 1 to 3, wherein the construction of the lower frame portion and the upper frame portion is carried out while the empty row of the core portion reaches a predetermined height of the ground layer. 제1항 또는 제2항 중 어느 하나에 있어서, 상기 상부골조부과 하부골조부는 선시공되는 코아부에 연결될 위치마다 고정매립되어 있는 연결철물들을 통하여 코아부에 일체로 연결됨을 특징으로 하는 고층건축물의 시공방법.The construction of a high-rise building according to any one of claims 1 to 3, wherein the upper frame portion and the lower frame portion are integrally connected to the core portion through connecting hardware that is fixedly embedded at each position to be connected to the core portion to be pre-installed. Way. 제6항에 있어서, 상기 상부골조부는 철골보와 철골기둥들로서 짜맞추어지는 철골조로서 축조하되, 축조된 층에서부터 적어도 3층아래 까지는 데트플레이트를 깔고서 철근콘크리트 슬라브를 타설경화시켜서 축조중인 상부골조부가 그때그때 슬라브로서 코아부에 견고하게 연결되도록 함으로써, 축조중인 상부골조부에 작용하는 수평하중을 코아부가 견고하게 지지할 수 있도록 함을 특징으로 하는 고층건축물의 시공방법.According to claim 6, wherein the upper frame part is constructed as a steel frame framed as a steel frame and steel pillars, the laying of the reinforced concrete slab by laying a plate from the bottom layer to at least three floors, the upper frame portion being constructed at that time slab The construction method of a high-rise building, characterized in that to ensure that the core portion is firmly supported by the core portion, so that the horizontal load acting on the upper frame portion being constructed. 제6항에 있어서, 상기 연결철물은 격자형 연결철물이 되도록 하고, 상기 격자형연결철물에 철근콘크리트보의 철근 상호간에 연결되도록 배근한 후에, 철골보와 슬라브의 구조부를 함께 콘크리트를 부어넣어서 만들어지는 철근콘크리트보와 슬라브로서 상부골조부 또는 하부골조부가 코아부외측에 일체로 연결되도록 함을 특징으로 하는 고층건축물의 시공방법.The method of claim 6, wherein the connecting steel is to be a grid-like connecting steel, and after the reinforcement to be connected between the reinforcement of the reinforced concrete beams to the grid-like connecting steel, the structural parts of the cheolgolbo and the slab is made by pouring concrete together Construction method of high-rise building, characterized in that the reinforced concrete beam and the slab upper frame portion or the lower frame portion to be integrally connected to the outer core portion. 제6항에 있어서, 상기 연결철물은 구부림철근형 연결철물이 되도록 하고, 상기 구부림철근형 연결철물의 커버판부를 벗겨내고, 구부림철근들의 구부림부들을 곧게 펼쳐서 슬라브철근과 연결시킨 후에 콘크리트를 부어넣어서 만들어지는 철근콘크리트 슬라브로서 상부골조부 또는 하부골조부가 코아부의 외측에 일체로 연결되도록 함을 특징으로 하는 고츨건축물의 시공방법.The method of claim 6, wherein the connecting steel is to be a bent reinforcing steel, the cover plate of the bent reinforcing steel connection, peeling the bent portion of the reinforcing bars straight to connect with the slab reinforcement and then poured concrete A reinforced concrete slab is made, the upper frame portion or the lower frame portion construction method characterized in that the integrally connected to the outside of the core portion. 제6항에 있어서, 상기 연결철물은 철판형 연결철물이 되도록하고, 상기 철판형 연결철물의 지지철판부에 철골보의 끝부분을 용접하여 철골보로서 상부골조부 또는 하부골조부가 코아부의 외측에서 일체로 연결되도록함을 특징으로 하는 고층건축물의 시공방법.The method of claim 6, wherein the connecting steel is to be a steel plate-shaped connecting steel, the steel plate to the end of the steel cheolgolbo to the supporting steel plate of the steel plate-like connecting steel as the upper frame portion or the lower frame portion integrally from the outside of the core portion Construction method of high-rise building, characterized in that to be connected. ※ 참고사항 : 최초출원 내용에 의하여 공개하는 것임.※ Note: The disclosure is based on the initial application.
KR1019940011325A 1994-05-24 1994-05-24 Constructive method of a high building KR0171873B1 (en)

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KR1019940011325A KR0171873B1 (en) 1994-05-24 1994-05-24 Constructive method of a high building

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KR0171873B1 KR0171873B1 (en) 1999-02-18

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20000072089A (en) * 2000-07-26 2000-12-05 오시덕 Apartment structure of flat slab and of dry wall
KR100454478B1 (en) * 2002-04-18 2004-10-28 한봉길 Construction method for SRC structured high rise building

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20020041064A (en) * 2000-11-27 2002-06-01 김희, 이방주 Pc core pre-construction method
KR101327785B1 (en) * 2012-04-23 2013-11-11 대림산업 주식회사 Construction Method of Core Part in Building
KR101395196B1 (en) * 2012-11-29 2014-05-16 삼성물산 주식회사 Fast-up method for construction duration reduction of high-rise buildings with transfer floor
US11230837B2 (en) * 2020-04-27 2022-01-25 Randall Engineered Wall Systems, Inc. Structures for use in erecting multistory buildings and methods for making such structures

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20000072089A (en) * 2000-07-26 2000-12-05 오시덕 Apartment structure of flat slab and of dry wall
KR100454478B1 (en) * 2002-04-18 2004-10-28 한봉길 Construction method for SRC structured high rise building

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