KR20000024310A - Concrete slab construction method free of formwork using P.C and insitu concrete work on a bridge of girder and concrete slab - Google Patents
Concrete slab construction method free of formwork using P.C and insitu concrete work on a bridge of girder and concrete slab Download PDFInfo
- Publication number
- KR20000024310A KR20000024310A KR1020000005542A KR20000005542A KR20000024310A KR 20000024310 A KR20000024310 A KR 20000024310A KR 1020000005542 A KR1020000005542 A KR 1020000005542A KR 20000005542 A KR20000005542 A KR 20000005542A KR 20000024310 A KR20000024310 A KR 20000024310A
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- Prior art keywords
- concrete
- concrete slab
- bridge
- slab
- girder
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Classifications
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D21/00—Methods or apparatus specially adapted for erecting or assembling bridges
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D19/00—Structural or constructional details of bridges
- E01D19/12—Grating or flooring for bridges; Fastening railway sleepers or tracks to bridges
- E01D19/125—Grating or flooring for bridges
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
Description
주형가설 후 콘크리트 스라브 시공을 위하여 종래에는 고공에서 거푸집을 설치하여야 하며 이는 위험하고 시공성이 떨어지며 또한 콘크리트 타설 중 붕괴되는 경우도 있어 보다 안전하고 경제적인 시공을 하는데 목적이 있다.For the construction of concrete slabs after the casting construction, the formwork should be installed at high altitudes, which is dangerous and inferior in construction, and may be collapsed during concrete placement, which is intended for safer and more economical construction.
- 발명이 속하는 기술 분야 : 건설/교량공사-Technical field to which the invention belongs: construction / bridge construction
- 종래의 기술 : 종래의 기술은 [도1] 에서 보듯이 주형가설 후 2 주형 사이에 거푸집을 가설한 후 철근 배근한 후 스라브(Slab) 콘크리트 타설하는 방식이며 대체로 고공의 공간에서 거푸집 작업을 하게 되어 위험하고 비능률적이며 콘크리트 타설시 종종 붕괴사고가 발생된다.-Conventional technology: As shown in [Fig. 1], the conventional technology is to form a slab between two molds after a mold hypothesis, and then reinforce the slab concrete and place the slab concrete in a high-space space. It is dangerous, inefficient, and often causes collapses when placing concrete.
또는 주형설치 후에만 거푸집 작업이 가능하여 공기가 길어지며 동절기에는 콘크리트 작업이 불가능하여 더욱 공기 문제가 커진다.Alternatively, formwork is only possible after mold installation, which leads to longer air, and in winter, concrete work is not possible, resulting in greater air problems.
스라브 콘크리트를 두께로 2분하여 아래 부분은 운반 및 가설이 용이한 크기로 공장제작(P.C Plank ①, ②)하여 교량 위치로 운반하여 주형 사이에 설치한 후 필요 철근 배근하여 나머지 상부 부분은 현장타설 콘크리트로 시공한다.The slab concrete is divided into two thicknesses, and the lower part is easy to transport and install, and the factory is manufactured (PC Plank ①, ②) to be transported to the bridge position and installed between the molds. Construct with concrete.
o 주형과 주형 사이의 내측부는 양쪽 주형 위에 P.C Plank ①을 설치할 수 있으나 외측 Cantilever부는 단부 일단만 주형에 P.C Plank ②를 올려 놓을 수 있으므로 특별한 매다는 장치(③)가 필요하다.o The inner part between the mold and the mold can be equipped with P.C Plank ① on both molds, but the outer cantilever can put P.C Plank ② on the mold only at one end, so a special hanging device (③) is needed.
o 이 매다는 장치(Hanging Device)는 P.C Plank(②)와 주형 상부 Flange에 강봉()을 고정시킬 수 있는 Anchor Bracket를 P.C Plank(②)와 주형 제작시에 각각 설치한다.( [도3] (3)항 힘의 평형 참조)This Hanging Device is a steel bar on the PC Plank (②) and the upper flange of the mold. ) Anchor Bracket that can be fixed is installed at the time of PC Plank (②) and mold manufacture respectively (refer to [3] (3) Force Balance)
o P.C Plank는 교량 스라브의 일부이므로 최종적으로 현장타설 콘크리트와 일체감을 주기 위하여 전단연결재를 둔다. ( [도2] 하단 참조)o The P.C Plank is part of the bridge slab, so the shear connector is finally provided to give a sense of unity with the cast-in-place concrete. (See Figure 2 below)
o P.C Plank 설치가 완료되면 그 위에 필요 철근을 배근한 후 상단 현장타설 콘크리트를 시공하여 완료한다. P.C Plank가 거푸집을 대신하며 동시에 현장타설 콘크리트와 합성적으로 스라브로서 역할을 한다.o Once the P.C Plank installation is completed, reinforce the necessary reinforcement on it and complete the construction of the top cast concrete. P.C Plank replaces the formwork and simultaneously acts as a slab synthetically with cast-in-place concrete.
P.C Plank는 공장제작하므로 주형의 가설과 무관하게 제작이 가능하며 또한 동절기에도 기후에 구애받지 않고 제작이 가능하여 공기 단축, 품질 향상, 안전 시공 및 경제적인 공사를 기할 수 있다.Since P.C Plank is factory manufactured, it can be produced regardless of the mold's hypothesis, and it can be produced regardless of climate even in winter so that it can shorten air, improve quality, safety construction and economic construction.
[도1] : 종래의 주형 + 콘크리트 스라브교 단면도1: Cross section of a conventional mold + concrete slab bridge
[도2] : 본 발명의 P.C부와 현장타설 콘크리트 부분을 나타내는 단면도2 is a cross-sectional view showing the P.C portion and cast-in-place concrete portion of the present invention
[도3] : 외측 Cantilever부의 P.C Plank(②)를 매다는 Hanging Device 배치도3: Hanging Device Arrangement Hanging P.C Plank (②) of Outer Cantilever
<도면의 주요부분에 대한 부호의 설명><Description of the symbols for the main parts of the drawings>
① 주형 사이에 놓일 P.C Plank① P.C Plank to be placed between molds
② 외측 Cantilever부에 놓일 P.C Plank② P.C Plank to be placed in the outer cantilever
③ 외측 P.C Plank를 매달기 위한 장치인 Hanging Device③ Hanging Device which is a device for hanging the outer P.C Plank
Steel Anchor Bracket 1 : 외측 P.C Plank(②)가 떨어지지 않고 제 위치에 있을 수 있도록 강봉으로 매기 위하여 주형 상부 Flange에 강봉 Anchor용 Bracket를 용접부착시킨다. (주형제작시) Steel Anchor Bracket 1: Weld and attach steel rod anchor bracket to upper flange of mold so that outer PC Plank (②) can stay in place without falling. (At the time of mold making)
Steel Anchor Bracket 2 : 외측 P.C Plank(②)를 주형에 강봉으로 매기 위하여 P.C Plank(②) 자체에도 Anchor Bracket 1이 필요하며 P.C 제작시 P.C 콘크리트 속에 매립시킨다. Steel Anchor Bracket 2: Anchor Bracket 1 is also required for PC Plank (②) itself to tie outer PC Plank (②) to the mold.
강봉 :과를 연결하는 강봉이며 Bolt 체결한다. Steel rods: and It is a steel rod that connects the bolt.
- 중앙부 P.C Plank (①)-Center P.C Plank (①)
- 외측 Cantilever부 P.C Plank (②)-Outer Cantilever P.C Plank (②)
- Hanging Device (③)-Hanging Device (③)
- 현장타설 콘크리트 (④)-Cast in place concrete (④)
- 고공에서 거푸집 작업이 불필요하여 안전 및 경제적이다.-It is safe and economical because formwork is unnecessary at high altitude.
- 공정상 선행작업의 간섭이 없다. 즉 주형 가설과 별개로 P.C Plank 제작 가능하여 공기 단축 효과가 있다.-There is no interference of predecessors in the process. In other words, P.C Plank can be manufactured separately from the mold hypothesis, which has the effect of shortening the air.
- 콘크리트 타설시 붕괴사고를 방지할 수 있다.-It can prevent collapse accident when pouring concrete.
- P.C Plank 공장제작이므로 품질이 우수하다.-Quality is excellent because it is manufactured by P.C Plank factory.
- 동절기와 무관하게 작업이 가능하여 공기 단축 효과가 있다.-It is possible to work regardless of winter season, so it shortens the air.
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Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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KR1020000005542A KR20000024310A (en) | 2000-02-03 | 2000-02-03 | Concrete slab construction method free of formwork using P.C and insitu concrete work on a bridge of girder and concrete slab |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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KR1020000005542A KR20000024310A (en) | 2000-02-03 | 2000-02-03 | Concrete slab construction method free of formwork using P.C and insitu concrete work on a bridge of girder and concrete slab |
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KR20000024310A true KR20000024310A (en) | 2000-05-06 |
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KR1020000005542A KR20000024310A (en) | 2000-02-03 | 2000-02-03 | Concrete slab construction method free of formwork using P.C and insitu concrete work on a bridge of girder and concrete slab |
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100727172B1 (en) * | 2005-11-21 | 2007-06-13 | 강필규 | Precast Concrete Panel and Nonsupport Construction Method of Bridge's Cantilever Work Utilizing P.C.P |
KR101144722B1 (en) * | 2009-11-03 | 2012-05-24 | 주식회사 장헌산업 | Method for constructing precast concrete barrier of bridge |
-
2000
- 2000-02-03 KR KR1020000005542A patent/KR20000024310A/en not_active Application Discontinuation
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100727172B1 (en) * | 2005-11-21 | 2007-06-13 | 강필규 | Precast Concrete Panel and Nonsupport Construction Method of Bridge's Cantilever Work Utilizing P.C.P |
KR101144722B1 (en) * | 2009-11-03 | 2012-05-24 | 주식회사 장헌산업 | Method for constructing precast concrete barrier of bridge |
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