KR20100078347A - Vertical sphere segment - Google Patents

Vertical sphere segment Download PDF

Info

Publication number
KR20100078347A
KR20100078347A KR1020080136581A KR20080136581A KR20100078347A KR 20100078347 A KR20100078347 A KR 20100078347A KR 1020080136581 A KR1020080136581 A KR 1020080136581A KR 20080136581 A KR20080136581 A KR 20080136581A KR 20100078347 A KR20100078347 A KR 20100078347A
Authority
KR
South Korea
Prior art keywords
segment
vertical
slab
assembled
bracket
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Ceased
Application number
KR1020080136581A
Other languages
Korean (ko)
Inventor
배세웅
Original Assignee
주식회사 태명실업
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 주식회사 태명실업 filed Critical 주식회사 태명실업
Priority to KR1020080136581A priority Critical patent/KR20100078347A/en
Publication of KR20100078347A publication Critical patent/KR20100078347A/en
Ceased legal-status Critical Current

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00—Independent underground or underwater structures; Retaining walls
    • E02D29/04—Making large underground spaces, e.g. for underground plants, e.g. stations of underground railways; Construction or layout thereof
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00—Independent underground or underwater structures; Retaining walls
    • E02D29/045—Underground structures, e.g. tunnels or galleries, built in the open air or by methods involving disturbance of the ground surface all along the location line; Methods of making them
    • 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
    • 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
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D9/00—Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
    • E21D9/04—Driving tunnels or galleries through loose materials; Apparatus therefor not otherwise provided for

Landscapes

  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Architecture (AREA)
  • Mining & Mineral Resources (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Environmental & Geological Engineering (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Paleontology (AREA)
  • General Engineering & Computer Science (AREA)
  • Sustainable Development (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Geology (AREA)
  • Lining And Supports For Tunnels (AREA)

Abstract

본 발명은 수직구용 세그멘트에 관한 것으로, 더욱 상세하게는 지하 전력공사, 지하철공사를 위해 지상에서 지하로 수직 터널작업이 완료되면 상기한 수직 터널작업된 부분에 수직 방향으로 조립되는 세그멘트 내벽에 외부로 돌출되는 브라켓트를 형성한 후, 상기 브라켓트를 통하여 슬라브가 간편하게 조립될 수 있도록 한 것이다. The present invention relates to a segment for vertical sphere, and more specifically, when the vertical tunnel operation from the ground to the ground for underground power construction, subway construction is completed to the outside of the inner wall of the segment assembled in the vertical direction to the vertical tunneled portion. After forming the protruding bracket, the slab can be easily assembled through the bracket.

Description

수직구용 세그멘트{A Segment}Segment for Vertical Sphere

본 발명은 수직구용 세그멘트에 관한 것으로, 더욱 상세하게는 지하 전력공사, 지하철공사를 위해 지상에서 지하로 수직 터널작업이 완료되면 상기한 수직 터널작업된 부분에 수직 방향으로 조립되는 세그멘트 내벽에 외부로 돌출되는 브라켓트를 형성한 후, 상기 브라켓트를 통하여 슬라브가 간편하게 조립될 수 있도록 한 수직구용 세그멘트에 관한 것이다.The present invention relates to a segment for vertical sphere, and more specifically, when the vertical tunnel operation from the ground to the ground for underground power construction, subway construction is completed to the outside of the inner wall of the segment assembled in the vertical direction to the vertical tunneled portion. After forming a protruding bracket, and relates to a vertical sphere for the slab can be easily assembled through the bracket.

일반적으로 지하 전력공사, 지하철공사 등을 하기 위해서는 먼저 지상에서 지하로 수직 터널작업을 완료한 다음, 수직으로 터널작업된 부분에 수직 방향으로 세그멘트를 차례로 적층 조립하고, 세그멘트 내측에 슬라브를 결합하여 각 층을 형성한다.In general, in order to perform underground power construction and subway construction, first complete the vertical tunnel work from the ground to the basement, and then stack and assemble the segments sequentially in the vertical direction to the vertically tunneled portion, and then combine the slabs inside the segments. Form a layer.

상기와 같은 수직구용 세그멘트를 이용하여 지하 전력공사, 지하철공사를 안전하게 할 수 있다는 이점은 있으나, 종래 세그멘트와 슬라브의 조립구조는 보통 볼트 또는 앙카작업을 통하여 서로 체결 고정되고 있다. 따라서 세그멘트와 슬라브의 조립 작업이 불편할 뿐 아니라 세그멘트와 슬라브를 조립하기 위한 별도의 자재가 동원되므로 생산원가가 상승되는 등의 제반 문제점이 발생되었다. Although there is an advantage that the underground power construction, subway construction can be secured by using the vertical sphere segment as described above, conventional assembly structure of the segment and the slab is usually fastened and fixed to each other through bolt or anchor work. Therefore, the assembly work of the segment and the slab is inconvenient as well as separate materials for assembling the segment and the slab is used, so there are various problems such as an increase in production cost.

따라서 본 발명의 목적은 상기와 같은 종래 제반 문제점을 감안하여 안출한 것으로, 지하 전력공사, 지하철공사를 위해 지상에서 지하로 수직 터널작업이 완료되면 상기한 수직 터널작업된 부분에 수직 방향으로 조립되는 세그멘트 내벽에 외부로 돌출되는 브라켓트를 형성하고, 상기 브라켓트를 통하여 슬라브가 간편하게 조립될 수 있도록 한 수직구용 세그멘트를 제공하는 데 있다.Therefore, the object of the present invention was devised in view of the conventional problems as described above, when the vertical tunnel work is completed from the ground to the underground for underground power construction, subway construction is assembled in the vertical direction to the vertical tunneled part. It is to provide a segment for the vertical sphere to form a bracket protruding outward on the inner wall of the segment, the slab can be easily assembled through the bracket.

상기와 같은 목적을 달성하기 위한 수단으로 본 발명은, 세그멘트 내측면을 선택하고, 선택된 부분에 일정한 간격을 두고 다수의 브라켓트를 돌출 형성한 후, 조립 작업시 상기한 브라켓트 상단에 슬라브를 안착하여 세그멘트에 조립되게 하는 것을 그 기술적 구성상의 기본 특징으로 한다. As a means for achieving the above object, the present invention, by selecting the inner surface of the segment, and protruding a plurality of brackets at regular intervals in the selected portion, the assembly by mounting the slab on the top of the bracket during the assembly operation It is the basic feature of the technical configuration to be assembled to the.

이상에서 살펴본 바와 같이 본 발명은 지하 전력공사, 지하철공사를 위해 지상에서 지하로 수직 터널작업이 완료되면 상기한 수직 터널작업된 부분에 수직 방향으로 조립되는 세그멘트 내벽에 외부로 돌출되는 브라켓트가 형성되어 있다. 따라서 세그멘트에 슬라브를 조립시 슬라브가 브라켓트에 안착 조립되기 때문에 세그멘트와 슬라브를 간편하게 조립할 수 있을 뿐 아니라 부품수가 절감되어 생산원가도 절감되는 등의 효과가 있는 것이다.As described above, in the present invention, when the vertical tunnel work is completed from the ground to the underground for underground power construction and subway construction, brackets are formed to protrude to the outside on the inner wall of the segment assembled in the vertical direction to the vertical tunneled portion. have. Therefore, when the slab is assembled to the segment, the slab is seated and assembled on the bracket, so that the segment and the slab can be easily assembled, and the number of parts is reduced, thereby reducing the production cost.

이하 본 발명의 바람직한 실시예를 첨부도면을 참조하여 보다 상세하게 설명하면 다음과 같다.Hereinafter, preferred embodiments of the present invention will be described in detail with reference to the accompanying drawings.

도1은 본 발명에 따른 수직구용 세그멘트의 구성도이다.1 is a block diagram of a vertical sphere segment according to the present invention.

본 발명의 수직구용 세그멘트(100)도 지하 전력공사, 지하철공사 등을 위해 지상에서 지하로 수직 터널작업이 완료되면, 수직 터널작업 부분에 수직 방향으로 조립되고 내부에 슬라브(200)가 결합되어 각 층을 형성하는 기본적인 맥락은 종래와 같다.When the vertical sphere segment 100 of the present invention also for underground power construction, underground construction, etc., when the vertical tunnel work from the ground to the ground is completed, the vertical tunnel work is assembled in a vertical direction and the slab 200 is coupled to each inside The basic context of forming a layer is the same as before.

다만 본 발명은 세그멘트(100)와 슬라브(200)를 더욱 간편하게 조립할 수 있도록 한 것으로 이는 도1에서와 같이 세그멘트(100) 내측면을 선택하고, 선택된 부분에 일정한 간격을 두고 다수의 브라켓트(300)를 돌출 형성한다.However, the present invention allows the segment 100 and the slab 200 to be more easily assembled, which selects the inner surface of the segment 100 as shown in FIG. 1, and provides a plurality of brackets 300 at regular intervals on the selected portion. To form a protrusion.

이와 같이 구성된 본 발명은 세그멘트(100)를 제작시 내벽에 브라켓트(300)를 형성하고, 브라켓트(300)가 형성된 세그멘트(100)와 각 층을 형성할 슬라브(200)를 각각 준비한다.The present invention configured as described above forms the bracket 300 on the inner wall when fabricating the segment 100, and prepares the slab 200 to form the segment 100 and each layer on which the bracket 300 is formed, respectively.

이후 전력구공사, 지하철공사 등을 위해 지상에서 지하로 수직 방향으로 터널작업을 하고, 터널 작업이 완료되면 세그멘트(100)를 수직 방향으로 적층 조립함과 동시에 슬라브(200)로 각 층을 형성한다.After the tunnel work in the vertical direction from the ground to the underground for power sphere construction, subway construction, etc., when the tunnel work is completed, the assembly of the segment 100 in the vertical direction and at the same time to form each floor with the slab 200. .

이때 세그멘트(100)에 조립되는 슬라브(200)는 브라켓트(300)에 안착 조립되기 때문에 종래아 같이 체결부재(볼트, 앙카)가 필요 없을 뿐 아니라 간편하게 조립되는 것이다.At this time, since the slab 200 assembled to the segment 100 is assembled to the bracket 300, it is not only a fastening member (bolt, anchor), but also simply assembled as conventionally.

도1은 본 발명에 따른 수직구용 세그멘트의 구성도1 is a block diagram of a vertical sphere segment according to the present invention

(도면중 주요 부분에 대한 부호의 설명)(Explanation of symbols for the main parts of the drawing)

100 ; 세그멘트 200 ; 슬라브100; Segment 200; Slab

300 ; 브라켓트300; Bracket

Claims (1)

지하 전력공사, 지하철공사 등을 위해 지상에서 지하로 수직 터널작업이 완료되면 수직 방향으로 적층되고 내부에 슬라브(200)가 결합되는 수직구용 세그멘트(100)에 있어서,In the vertical sphere segment 100, which is stacked in the vertical direction and the slab 200 is coupled therein when the vertical tunnel work is completed from the ground to the underground for underground power construction, subway construction, etc. 상기 세그멘트(100) 내측면을 선택하고, 선택된 부분에 일정한 간격을 두고 다수의 브라켓트(300)를 돌출 형성한 후, 조립 작업시 상기한 브라켓트(300) 상단에 슬라브(200)를 안착하여 세그멘트(100)와 조립되게 하는 것을 특징으로 하는 수직구용 세그멘트.After selecting the inner surface of the segment 100 and protruding a plurality of brackets 300 at regular intervals on the selected portion, the slab 200 is seated on the upper portion of the bracket 300 during the assembly operation. Segment for vertical sphere, characterized in that to be assembled with 100).
KR1020080136581A 2008-12-30 2008-12-30 Vertical sphere segment Ceased KR20100078347A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR1020080136581A KR20100078347A (en) 2008-12-30 2008-12-30 Vertical sphere segment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR1020080136581A KR20100078347A (en) 2008-12-30 2008-12-30 Vertical sphere segment

Publications (1)

Publication Number Publication Date
KR20100078347A true KR20100078347A (en) 2010-07-08

Family

ID=42639577

Family Applications (1)

Application Number Title Priority Date Filing Date
KR1020080136581A Ceased KR20100078347A (en) 2008-12-30 2008-12-30 Vertical sphere segment

Country Status (1)

Country Link
KR (1) KR20100078347A (en)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR102026571B1 (en) 2018-08-16 2019-11-04 고엄식 Embankment type slab bracket for vertical structure and construction method
KR102047997B1 (en) 2018-08-16 2019-11-28 주식회사 네오시티 Construction method and slab brackets for underground cable tunnel
KR102169270B1 (en) 2020-06-12 2020-10-23 주식회사 네오시티 Fitting for forming concrete bracket, Concrete bracket for supporting slab of vertical shaft using the same, and construction method thereof
KR102169272B1 (en) 2020-06-12 2020-10-23 주식회사 네오시티 Fitting for forming concrete bracket, Concrete bracket for supporting slab of vertical shaft using the same, and construction method thereof
KR102169279B1 (en) 2020-06-12 2020-10-23 주식회사 네오시티 Inside hardware for forming concrete bracket, Concrete bracket using the same, and construction method thereof
CN113931227A (en) * 2021-09-17 2022-01-14 中铁工程机械研究设计院有限公司 Subway assembly type station top layer assembly machine and assembly method
KR102762359B1 (en) 2024-08-20 2025-02-04 주식회사 태명실업 Vertical segment structures for underground construction

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR102026571B1 (en) 2018-08-16 2019-11-04 고엄식 Embankment type slab bracket for vertical structure and construction method
KR102047997B1 (en) 2018-08-16 2019-11-28 주식회사 네오시티 Construction method and slab brackets for underground cable tunnel
KR102169270B1 (en) 2020-06-12 2020-10-23 주식회사 네오시티 Fitting for forming concrete bracket, Concrete bracket for supporting slab of vertical shaft using the same, and construction method thereof
KR102169272B1 (en) 2020-06-12 2020-10-23 주식회사 네오시티 Fitting for forming concrete bracket, Concrete bracket for supporting slab of vertical shaft using the same, and construction method thereof
KR102169279B1 (en) 2020-06-12 2020-10-23 주식회사 네오시티 Inside hardware for forming concrete bracket, Concrete bracket using the same, and construction method thereof
CN113931227A (en) * 2021-09-17 2022-01-14 中铁工程机械研究设计院有限公司 Subway assembly type station top layer assembly machine and assembly method
KR102762359B1 (en) 2024-08-20 2025-02-04 주식회사 태명실업 Vertical segment structures for underground construction

Similar Documents

Publication Publication Date Title
KR20100078347A (en) Vertical sphere segment
JP2009074272A (en) Rebuilding method
WO2010005173A3 (en) Retaining wall structure of prefabricated mesh panel and construction method thereof
KR101447636B1 (en) apartment house remodeling construction method for shortage of term to construct with ensuring stock yard
JP6368551B2 (en) Seismic isolation method for existing buildings
JP2009209585A (en) Seismic strengthening method and seismic strengthening structure of existing building
JP6164479B2 (en) Underground pit structure
KR20130026341A (en) Top down method using precast composite retaining wall and raker in slope
JP5191191B2 (en) Extension construction method of extension building
JP5964672B2 (en) Housing structure and construction method of housing
KR20130119226A (en) Construction method of core part in building
KR101186979B1 (en) A corridor module construction method for assembly type building
CN107642207A (en) A kind of assembled stair attachment means
JP2018178364A (en) Seismic reinforcement structure of a building and its construction method
JP2008297750A (en) Beam-column joint structure on the top floor of reinforced concrete structure
JP5316847B2 (en) Building structure
JP2008223242A (en) Manufacturing method for precast concrete panel
JP4627104B2 (en) Building with elevator
JP7120699B2 (en) building
JP4789549B2 (en) Reconstruction method for existing buildings
JP5800570B2 (en) Intermediate seismic isolation structure using flat reverse beams
JP2014231724A (en) Building
KR102093032B1 (en) Korean-style architecture combined timber structure and steel frame structure, construction method the same
JP2007309040A (en) Seismic isolation building construction method and base isolation building
JP5200962B2 (en) Underground wall structure, underground structure

Legal Events

Date Code Title Description
A201 Request for examination
PA0109 Patent application

Patent event code: PA01091R01D

Comment text: Patent Application

Patent event date: 20081230

PA0201 Request for examination
PG1501 Laying open of application
E902 Notification of reason for refusal
PE0902 Notice of grounds for rejection

Comment text: Notification of reason for refusal

Patent event date: 20101210

Patent event code: PE09021S01D

E601 Decision to refuse application
PE0601 Decision on rejection of patent

Patent event date: 20110901

Comment text: Decision to Refuse Application

Patent event code: PE06012S01D

Patent event date: 20101210

Comment text: Notification of reason for refusal

Patent event code: PE06011S01I