KR102150388B1 - A method of construction complexes for building demolition and building construction of the same time - Google Patents

A method of construction complexes for building demolition and building construction of the same time Download PDF

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KR102150388B1
KR102150388B1 KR1020190151336A KR20190151336A KR102150388B1 KR 102150388 B1 KR102150388 B1 KR 102150388B1 KR 1020190151336 A KR1020190151336 A KR 1020190151336A KR 20190151336 A KR20190151336 A KR 20190151336A KR 102150388 B1 KR102150388 B1 KR 102150388B1
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building
demolition
new
construction
frame
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KR1020190151336A
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Korean (ko)
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김창근
박완신
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주식회사 티앤테크
김창근
박완신
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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
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G23/00—Working measures on existing buildings
    • E04G23/08—Wrecking of buildings

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  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
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  • Electromagnetism (AREA)
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  • Chemical Kinetics & Catalysis (AREA)
  • Electrochemistry (AREA)
  • Mechanical Engineering (AREA)
  • Working Measures On Existing Buildindgs (AREA)

Abstract

The present invention relates to a complex construction method for simultaneously proceeding demolition and construction of a building, which is configured to construct a new building while simultaneously demolishing an over-ground part and an under-ground part of a building. To this end, the complex construction method for simultaneously proceeding demolition and construction of a building comprises: a step (A) of constructing a frame for new construction (20) serving as a platform for demolition of a demolition target building (10) by assembling a vertical frame (16) formed as a column for new construction, which penetrates the inside and outside of an over-ground part (12) and an under-ground part (14) of the demolition target building (10), and a horizontal frame (18) which is formed as a slab for new construction; and a step (B) of simultaneously crushing and demolishing the over-ground part (12) and the under-ground part (14) of the demolition target building (10) while using the frame for new construction (20) as a platform so as to complete the frame for new construction (20). Accordingly, it is possible to more quickly, safely and economically implement demolition and construction of a building.

Description

건물의 철거와 신축을 동시에 진행하는 복합 시공방법{A method of construction complexes for building demolition and building construction of the same time}A method of construction complexes for building demolition and building construction of the same time

본 발명은 노후된 건물의 철거와 신축을 동시에 진행하는 복합 시공방법에 관한 것으로서, 보다 구체적으로는 노후된 건물의 지상부와 지하부의 구분없이 건물 전체를 철거하는 공사와 건물의 신축공사를 실시간으로 보다 안전하고 경제적으로 실시할 수 있는 건물의 철거와 신축을 동시에 진행하는 복합 시공방법에 관한 것이다.The present invention relates to a complex construction method of simultaneously demolition and new construction of an old building, and more specifically, the construction of demolition of the entire building and the new construction of the building without distinction between the above and the underground of the old building in real time. It relates to a composite construction method that simultaneously proceeds with the demolition and new construction of buildings that can be carried out economically.

종래 대한민국 등록 특허 공보 제 10-1205783호에 개시되어 있는 지하구조물의 철거와 신축을 동시에 진행하는 복합 시공방법은 기존 지하구조물의 지상부를 철거하는 단계와, 신규 지하구조물의 구축을 위한 흙막이 벽체를 시공하는 단계와, 신규 지하구조물의 기둥위치에 간섭되는 기존 지하 구조물의 골조부위 등을 파쇄하는 단계와, 신규지하구조물의 기둥을 설치하는 단계와, 기존 지하 구조물의 지상 1층 수평골조부재 철거 및 지하 1층에 레이커를 설치하는 단계와, 신규 지하구조물의 지상 1층 수평골조부재를 시공한 후 상기 레이커를 제거하는 단계와, 상기 기존 지하구조물의 수평골조부재 철거 및 레이커를 설치하는 단계와 신규 지하구조물의 수평골조부재를 시공한 후 상기 레이커를 제거하는 단계를 반복 시행하여 기존 지하구조물에 대한 철거를 완료하면서 기존 지하구조물 부분에 대한 신규 지하구조물의 구축을 완료하는 단계를 포함하는 것이었다.The complex construction method of simultaneously demolition and new construction of an underground structure disclosed in Korean Registered Patent Publication No. 10-1205783 includes the steps of removing the above-ground part of the existing underground structure, and constructing a wall for the construction of a new underground structure. The steps of, crushing the framing part of the existing underground structure that interferes with the position of the pillars of the new underground structure, installing the pillars of the new underground structure, and removing and underground the horizontal frame member on the first floor above the ground of the existing underground structure. Installing a raker on the first floor, removing the raker after installing a horizontal frame member on the first floor above the ground of a new underground structure, removing the horizontal frame member of the existing underground structure and installing a raker, and a new basement It included the step of repeating the step of removing the raker after constructing the horizontal frame member of the structure to complete the demolition of the existing underground structure while completing the construction of the new underground structure for the part of the existing underground structure.

상기한 바와 같은 종래의 복합 시공방법은 노후된 건물의 지하구조물에 대한 철거와 신축을 동시에 진행하는 것일 뿐 노후된 건물의 지상부와 지하부 전체에 대하여 철거와 신축을 동시에 할 수 없는 것이었고, 기존 지하구조물의 수평골조부재 철거 및 레이커를 설치하는 단계와 신규 지하구조물의 수평골조 부재를 시공한 후 상기 레이커를 제거하는 단계를 단복 시행하는 것이었기 때문에 공사기간을 크게 단축시켜 줄 수 없는 단점이 있었다.The conventional composite construction method as described above was to simultaneously remove and construct the underground structure of the old building, but it was not possible to simultaneously remove and build the entire above-ground part and the basement part of the old building. Since the steps of removing the horizontal frame member and installing the raker and the step of removing the raker after installing the horizontal frame member of the new underground structure were performed in a single step, there was a disadvantage that the construction period could not be greatly shortened.

그리고, 대한민국 등록특허공보 제 10-1410471호에 개시되어 있는 기존건물 흙막이용 H파일을 이용한 상향식 지하옹벽 제거공법이나, 대한민국 공개특허 공보 제 10-2018-0078403호에 개시되어 있는 조립식 CPS에 의한 가설 서포트 설치구조 및 이를 이용한 도심지 지하 재건축 철거공법도 노후 된 건물의 지하부만을 철거할 수 있는 것일 뿐 노후 된 건물 전체의 철거와 신축을 동시에 실시할 수 없는 것이었다.And, the bottom-up underground retaining wall removal method using the H-pile for earthing of existing buildings disclosed in Korean Patent Publication No. 10-1410471, or the prefabricated CPS disclosed in Korean Patent Publication No. 10-2018-0078403 The support installation structure and the urban underground reconstruction demolition method using the same could only remove the underground part of the old building, but the entire old building could not be demolished and new construction at the same time.

본 출원 발명자는 상기한 바와 같은 종래 기술들의 문제점을 해결하기 위하여 예의 검토한 결과, 노후 된 건물의 지상부와 지하부 전체를 철거하는 것과 신축하는 것을 동시에 실시 할 수 만 있다면 노후 된 건물의 재개발을 보다 더 신속하고 경제적으로 수행할 수 있는 것임을 알게 되어서 본 발명을 완성하기에 이르렀다.As a result of careful examination to solve the problems of the prior art as described above, the inventors of the present application have further improved the redevelopment of the old building if it is possible to simultaneously remove and construct the entire above-ground and underground part of the old building. Having found that it can be carried out quickly and economically, the present invention has been completed.

본 발명의 목적은 노후된 철거대상 건물의 지상부와 지하부 전체의 내, 외부에 신축용 기둥을 이루는 수직골조와 신축용 슬래브를 이루는 수평골조를 먼저 조립시켜 준 상태에서 노후된 건물의 지상부와 지하부를 함께 동시에 신속하고 안전하게 철거할 수 있도록 함으로써 노후된 건물 전체의 철거와 신축을 실시간 (real time)으로 시행할 수 있어 노후된 건물의 재개발을 보다 더 신속하고 안전하며 경제적으로 실시할 수 있는 건물의 철거와 신축을 동시에 진행하는 복합 시공방법을 제공하는데 있다.An object of the present invention is to simultaneously assemble the vertical frame forming the new pillar and the horizontal frame forming the new construction slab inside and outside the above-ground part and the entire basement part of the old building to be demolished. Demolition and new construction of the entire old building can be carried out in real time by enabling rapid and safe demolition, so that the redevelopment of the old building can be carried out more quickly, safely, and economically. It is to provide an ongoing complex construction method.

상기 한 바와 같은 목적을 달성하기 위해서, 본 발명은 철거대상 건물의 지상부와 지하부의 내, 외부를 관통하는 신축용 기둥을 이루는 수직골조와 신축용 슬래브를 이루는 수평골조를 조립하여 상기 철거대상 건물의 철거용 플랫폼을 겸하는 신축용 골조를 시공하는 단계와, 상기 신축용 골조(20)의 외측이나 중앙 중 어느 한 곳에 타워크레인(30)을 설치하는 단계와, 상기 신축용 골조를 플랫폼으로 하면서 상기 철거대상 건물의 지상부와 지하부를 동시에 파쇄, 철거하여 신축용 골조를 완성하는 단계로 되어 있는 것을 특징으로 한다. In order to achieve the object as described above, the present invention is to assemble a vertical frame forming a new pillar and a horizontal frame forming a new slab passing through the inside and outside of the building to be demolished. Constructing a new frame that also serves as a platform for demolition, installing a tower crane 30 at either the outer or the center of the new frame 20, and the demolition while using the new frame as a platform. It is characterized in that it consists of a step of simultaneously crushing and demolishing the above-ground and underground parts of the target building to complete the new frame.

삭제delete

또한, 본 발명은 상기 신축용 골조의 외부기둥부재에 리프트를 설치하는 단계를 더 포함하는 것을 특징으로 한다.In addition, the present invention is characterized in that it further comprises the step of installing a lift on the outer column member of the telescopic frame.

본 발명은 노후된 철거대상 건물의 지상부와 지하부의 내,외부를 관통하는 신축용 골조를 먼저 시공한 후, 상기 신축용 골조를 철거대상 건물의 철거용 플랫폼으로 하면서 철거대상 건물의 지상부와 지하부 전체를 동시에 파쇄, 철거하여 신축용 골조를 완성하는 것이기 때문에 노후된 건물의 철거와 신축을 보다 더 안전하고 신속하며 경제적으로 실시할 수 있고, 신축용 골조에 타워크레인이나 리프트 등과 같은 중량이 무거운 장비를 전도나 붕괴의 우려 없이 설치할 수 있어 철거와 신축공사를 보다 더 효율적으로 안전하게 실시할 수 있는 등의 장점을 발휘한다.In the present invention, after first constructing a new frame that penetrates the inside and outside of the deteriorated building to be demolished, the new frame is used as a platform for the demolition of the building to be demolished, and the entire above and below the building to be demolished is At the same time, since the new frame is completed by crushing and demolition, the demolition and new construction of old buildings can be carried out more safely, quickly and economically, and heavy equipment such as tower cranes and lifts can be transferred to the new frame. Since it can be installed without fear of collapse, it exhibits advantages such as demolition and new construction can be carried out more efficiently and safely.

도 1은 본 발명에 따른 복합 시공방법에 의하여 노후된 철거대상 건물의 지상부와 지하부의 내,외부에 신축용 기둥을 이루는 수직골조와 신축용 슬래브를 이루는 수평골조가 조립된 상태를 예시한 정면도.
도 2는 본 발명에 따른 복합 시공방법에 의하여 재건축된 건물의 골조를 예시한 정면도.1 is a front view illustrating a state in which a vertical frame constituting a new column and a horizontal frame constituting a new construction slab are assembled inside and outside the above-ground part and the basement part of an aged demolition target building by a composite construction method according to the present invention.
Figure 2 is a front view illustrating the frame of a building reconstructed by the composite construction method according to the present invention.

본 발명을 예시도면에 의하여 더욱 상세히 설명하면 다음과 같다.The present invention will be described in more detail with reference to exemplary drawings as follows.

본 발명에 의한 복합 시공방법은 도1에 예시한 바와 같이 노후된 철거대상건물(10)의 지상부(12)와 지하부(14)의 내, 외부를 관통하는 신축용 기둥을 이루는 수직골조(16)와 신축용 슬래브를 이루는 수평골조(18)를 조립하여 상기 철거대상건물(10)의 철거용 플랫폼을 겸하는 신축용 골조(20)를 시공하는 단계(A)와, 상기 신축용 골조(20)의 외측이나 중앙 중 어느 한 곳에 타워크레인(30)을 설치하는 단계(B)와, 상기 신축용 골조(20)를 플랫폼으로 하면서 상기 노후된 철거대상 건물(10)의 지상부(12)와 지하부(12)를 동시에 파쇄, 철거하여 신축용 골조(20)를 완성하는 단계(C)로 되어 있는 것을 특징으로 한다.The composite construction method according to the present invention includes a vertical frame 16 forming a new pillar penetrating the inside and outside of the deteriorated demolition target building 10 and the underground portion 14 as illustrated in FIG. The step (A) of constructing a new frame 20 that also serves as a platform for demolition of the building to be demolished by assembling the horizontal frame 18 forming the new slab (A), and the outer side of the new frame 20 The step (B) of installing the tower crane 30 at any one of the centers and the above-ground part 12 and the basement part 12 of the deteriorated demolition target building 10 while using the new frame 20 as a platform At the same time, it is characterized in that it consists of a step (C) of crushing and demolition to complete the new frame 20.

본 발명에 있어서, 상기 수직골조(16)는 상기 철거대상 건물(10)의 외측에 고정되는 흙막이벽체겸용 외부 기둥부재(22)와, 상기 철거대상건물(10)의 기존 슬래브(24)를 관통하면서 상기 철거대상건물(10)의 기존기둥(26)과 수직방향으로 평행하게 고정되는 내부기둥부재(28)로 이루어져 있다.In the present invention, the vertical frame (16) penetrates through the existing slab (24) of the building to be demolished 10 and the external column member (22) for both earth and wall fixed to the outside of the building to be demolished (10) It consists of an inner column member 28 fixed in parallel with the existing column 26 of the building to be demolished 10 in a vertical direction.

신축용 슬래브를 이루는 상기 수평골조(18)는 상기 기존슬래브(24)의 하부에 고정되어 있으며, 상기 수평골조(18)는 상기 수직골조(16)와 함께 상기 기존슬래브(24)와 기존기둥(26)의 철거작업을 보다 안전하게 실시 할 수 있는 플랫폼을 제공하게 된다.The horizontal frame 18 constituting the new slab is fixed to the lower part of the existing slab 24, and the horizontal frame 18, together with the vertical frame 16, is the existing slab 24 and the existing pillar ( 26) will provide a platform for safer demolition work.

상기 신축용 슬래브를 이루는 수평골조(18)에는 예를 들어 철거대상건물(10)의 철거작업을 보다 효율적으로 실시할 수 있도록 개폐가능한 모듈화 된 개구부를 형성해주는 것이 바람직하다.It is preferable to form a modularized opening that can be opened and closed so that the demolition work of the building to be demolished 10 can be more efficiently performed, for example, in the horizontal frame 18 constituting the new slab.

그리고, 신축용 골조(20)의 외측이나 중앙에는 도1에서 점선으로 표시한 바와 같이 타워크레인(30)을 전도나 붕괴의 우려가 없도록 설치하여 사용한다.In addition, the tower crane 30 is installed and used outside or in the center of the new frame 20 so that there is no fear of overturning or collapse as indicated by a dotted line in FIG.

또한, 건물 신축 후 상기 신축용 골조(20)에서 상기 타워크레인(30)의 마스트(32)를 수용하던 공간은 엘리베이터 피트로 활용 할 수도 있게 된다.In addition, the space used to accommodate the mast 32 of the tower crane 30 in the new frame 20 after the building is newly constructed may be used as an elevator pit.

본 발명에 있어서, 철거대상건물(10)의 지상부(12)에 있는 지상외벽(34)은 예를 들어 도1에서 이점쇄선으로 표시한 바와 같이 다이아몬드 와이어쏘와 같은 콘크리트구조물 절단기로 컷팅하여 보다 안전하게 철거 할 수도 있으며, 철거대상건물(10)의 지하부(14)에 있는 지하외벽(36)은 상기 흙막이 벽체겸용 외부기둥부재(22)와 상기 지하외벽(36)사이에 있는 흙과 함께 철거하게 된다.In the present invention, the outer wall 34 in the above-ground part 12 of the building to be demolished 10 is cut with a concrete structure cutter such as a diamond wire saw, for example, as indicated by the double-dashed line in FIG. It can also be demolished, and the outer basement wall 36 in the basement part 14 of the building to be demolished 10 will be demolished together with the soil between the outer column member 22 and the outer basement wall 36 for both the wall and the dirt barrier. .

본 발명에 있어서, 상기 신축용 골조(20)의 외부기둥부재(22)는 도1에서 이점쇄선으로 표시한 바와 같이 각종자재나 폐기물 운반용 또는 작업자 이송용 리프트(38) 설치용 플랫폼으로 활용될 수 도 있다.In the present invention, the outer column member 22 of the new frame 20 may be used as a platform for transporting various materials or wastes or installing a lift 38 for transporting workers, as indicated by the double-dashed line in FIG. have.

10 --- 철거대상건물
12 --- 지상부
14 --- 지하부
16 --- 수직골조
18 --- 수평골조
20 --- 신축용 골조
22 --- 외부기둥부재
24 --- 기존슬래브
26 --- 기존기둥
28 --- 내부기둥부재
30 --- 타워크레인
32 --- 마스트
34 --- 지상외벽
36 --- 지하외벽
38 --- 리프트10 --- Building to be demolished
12 --- aboveground
14 --- Underground
16 --- vertical frame
18 --- horizontal frame
20 --- new frame
22 --- External column member
24 --- Existing slab
26 --- Existing pillar
28 --- Inner column member
30 --- Tower Crane
32 --- mast
34 --- Ground outer wall
36 --- Underground outer wall
38 --- lift

Claims (3)

삭제delete 건물의 철거와 신축을 동시에 진행하는 복합 시공방법에 있어서, 철거대상건물(10)의 지상부(12)와 지하부(14)의 내, 외부를 관통하는 신축용 기둥을 이루는 수직골조(16)와 신축용 슬래브를 이루는 수평골조(18)를 조립하여 상기 철거대상건물(10)의 철거용 플랫폼을 겸하는 신축용 골조(20)를 시공하는 단계(A)와, 상기 신축용 골조(20)의 외측이나 중앙 중 어느 한 곳에 타워크레인(30)을 설치하는 단계(B)와, 상기 신축용 골조(20)를 플랫폼으로 하면서 상기 철거대상건물(10)의 지상부(12)와 지하부(14)를 동시에 파쇄, 철거하여 신축용 골조(20)를 완성하는 단계(C)로 되어 있는 것을 특징으로 하는 건물의 철거와 신축을 동시에 진행하는 복합 시공 방법.In the composite construction method of simultaneously demolition and new construction of a building, the vertical frame (16) and the vertical frame (16) forming a new pillar penetrating the inside and outside of the above-ground part 12 and the basement part 14 of the building to be demolished (10) and new construction Step (A) of assembling the horizontal frame 18 constituting the slab for constructing a new frame 20 serving as a platform for demolition of the building to be demolished 10, and the outside of the new frame 20 Step (B) of installing the tower crane 30 in one of the centers, and simultaneously crushing the above-ground part 12 and the underground part 14 of the building to be demolished 10 while using the new frame 20 as a platform , A composite construction method for simultaneously demolition and new construction of a building, characterized in that the step (C) of completing the new frame 20 by demolition. 제2항에 있어서, 상기 신축용 골조(20)의 외부기둥부재(22)에 리프트(38)를 설치하는 단계를 더 포함하는 것을 특징으로 하는 건물의 철거와 신축을 동시에 진행하는 복합 시공 방법.

[3] The method of claim 2, further comprising installing a lift (38) on the outer column member (22) of the new frame (20).

KR1020190151336A 2019-11-22 2019-11-22 A method of construction complexes for building demolition and building construction of the same time KR102150388B1 (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR102297785B1 (en) * 2021-07-14 2021-09-02 주식회사 포스코건설 Method of constructing story height extension and floor impact sound reduction remodeling frame for apartment building

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007009642A (en) * 2005-07-04 2007-01-18 Takenaka Komuten Co Ltd Construction method for extension, repair, or extention and repair while existing building being at work

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007009642A (en) * 2005-07-04 2007-01-18 Takenaka Komuten Co Ltd Construction method for extension, repair, or extention and repair while existing building being at work

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR102297785B1 (en) * 2021-07-14 2021-09-02 주식회사 포스코건설 Method of constructing story height extension and floor impact sound reduction remodeling frame for apartment building

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