KR200182743Y1 - A wire mash structure for fibre mould - Google Patents
A wire mash structure for fibre mould Download PDFInfo
- Publication number
- KR200182743Y1 KR200182743Y1 KR2019970028061U KR19970028061U KR200182743Y1 KR 200182743 Y1 KR200182743 Y1 KR 200182743Y1 KR 2019970028061 U KR2019970028061 U KR 2019970028061U KR 19970028061 U KR19970028061 U KR 19970028061U KR 200182743 Y1 KR200182743 Y1 KR 200182743Y1
- Authority
- KR
- South Korea
- Prior art keywords
- concrete
- wire mesh
- fiber
- mesh structure
- formwork
- Prior art date
Links
- 239000000835 fiber Substances 0.000 title claims abstract description 13
- 238000009415 formwork Methods 0.000 claims abstract description 10
- 210000003205 muscle Anatomy 0.000 claims description 3
- 239000004570 mortar (masonry) Substances 0.000 abstract description 4
- 238000000034 method Methods 0.000 abstract description 3
- 238000010276 construction Methods 0.000 abstract description 2
- 239000004746 geotextile Substances 0.000 abstract description 2
- 230000002787 reinforcement Effects 0.000 abstract 1
- 238000004073 vulcanization Methods 0.000 abstract 1
- 230000000694 effects Effects 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 239000004568 cement Substances 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 238000002347 injection Methods 0.000 description 1
- 239000007924 injection Substances 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
- 230000003387 muscular Effects 0.000 description 1
- 238000000746 purification Methods 0.000 description 1
- 230000001502 supplementing effect Effects 0.000 description 1
- 238000012876 topography Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/12—Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
- E02B3/122—Flexible prefabricated covering elements, e.g. mats, strips
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/06—Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Revetment (AREA)
Abstract
본 고안은 섬유거푸집용와이어메시구조물구조에 관한것으로서, 통상 상기와 같은 호안제방공사의 옹벽은 고강도의 토목섬유로 짠 두겹의 포거푸집 사이에 유동상태의 콘크리트나 모르타르를 고압의 펌프로 주입하는 공법을 많이 사용하고 있다.The present invention relates to the structure of the wire mesh structure for the fiber formwork, and the retaining wall of the lake banking construction as described above is a method of injecting the concrete of concrete or mortar with a high pressure pump between two formwork woven from high-strength geotextile. I use a lot.
그러나 상기와 같은 섬유거푸집에 의한 호안옹벽은 무근콘크리트방식으로서 방파제나 하천의 구부러진 부분에서는 와류현상으로 콘크리트에 균열이 발생하는등 내구 강도상의 취약점이 지적되고 있어 50㎝,100㎝,200㎝ 등의 선택적인 길이규격의 와이어메시구조물(1)은 일정간격으로 배치한 4개의 배근골격(3)의 단부가 "J"형의 앵커(5)로 형성하고 상단과 하단의 9부쯤에 원형링(4,4′)을 용착한 후 원형링(4,4′)의 상하단 외주연은 철망(2)으로 용착하여 섬유거푸집인 섬유대(6)의포대에 삽입시켜 콘크리트양생(7)토록함으로서 내구 강도를 보강토록 한 고안인것이다.However, as the above-mentioned fiber retaining wall is made of concrete, it is a fragile concrete method, and in the bent part of breakwater or river, vulcanization causes cracks in concrete, which indicates the weakness in durability, such as 50cm, 100cm, 200cm. Wire mesh structure (1) of the optional length standard is formed at the end of the four reinforcement skeleton (3) arranged at regular intervals by the "J" shaped anchor (5) and the circular ring (4) 4 '), and the upper and lower outer peripheries of the circular rings (4,4') are welded with a wire mesh (2) and inserted into the bag of the fiber band (6), which is a fiber form, to allow concrete curing (7). It is designed to reinforce.
Description
본 고안은 섬유거푸집용와이어메시구조물구조에 관한 것이다.일반적으로 하천이나 수로등의 제방호안공은 콘크리트옹벽이나 호안블럭으로 쌓게 되는데 하천이나 수로등의 제방호안공은 하천제방 지형의 형태가 다르기 때문에 주로 현장에서 실측작업에 의한 호안제방작업이 이루어지는 것이 현실이다.The present invention relates to a wire mesh structure for fiber formwork. In general, embankment protection holes such as rivers and waterways are piled up with concrete retaining walls or rafting blocks. The reality is that the embankment protection work is carried out by the actual measurement work.
통상 상기와 같은 호안제방공사의 옹벽은 고강도의 토목섬유로 짠 두겹의 포거푸집 사이에 유동상태의 콘크리트나 모르타르를 고압의 펌프로 주입하는 공법을 많이 사용하고 있다.In general, the retaining wall of the above-mentioned shore bank embankment uses a lot of methods of injecting the concrete or mortar of the flow state with a high-pressure pump between the two-layered formwork woven from high-strength geotextiles.
이는 유동성콘크리트의 잉여혼합수가 일정한 주입압력에 의하여 배출되어 물과 시멘트비가 저하되므로 정화시간이 빠르고 고밀도,고강도,인장력,응결력이 강하여 일정치 않는 지형지반에도 잘밀착되는 잇점이 있기 때문이다.This is because surplus mixed water of the flow concrete is discharged by the constant injection pressure, so that the water and cement ratio is reduced, and the purification time is fast and the high density, high strength, tensile strength and cohesive strength are strong, so it is well adhered to uneven terrain.
그러나 상기와 같은 섬유거푸집에 의한 호안옹벽은 무근콘크리트방식으로서 방파제나 하천의 구부러진 부분에서는 와류현상으로 콘크리트에 균열이 발생하는 등 내구 강도상의 취약점이 지적되고 있다.However, the stiff retaining wall by the fiber formwork is a bare concrete type, and the weakness of durability is pointed out, such as cracks in concrete due to the vortex phenomenon in the breakwater or the bent part of the river.
제1도는 본 고안 와이어메시구조물 사시도.1 is a perspective view of the wire mesh structure of the present invention.
제2도는 본 고안 와이어메시구조물의 배근골격사시도.Figure 2 is a perspective view of the muscles of the present invention wire mesh structure.
제3도는 본 고안에 따른 사용예시도로서,3 is an exemplary view of use according to the present invention,
제3(a)도는 상하수직으로 조합한 일실시 사시도.Figure 3 (a) is a perspective view of one embodiment combined vertically and vertically.
제3(b)도는 45°방향으로 조합된 일실시 사시도.Figure 3 (b) is a perspective view of one embodiment combined in the 45 ° direction.
제4도는 본 고안의 일실시 사용상태참고도.4 is a reference state of use of one embodiment of the present invention.
* 도면의 주요부분에 대한 부호의 설명* Explanation of symbols for main parts of the drawings
1 : 와이어메시구조물 2 : 철망1: wire mesh structure 2: wire mesh
3 : 배근골격 4,4′ : 원형링3: Muscular skeleton 4,4 ′: Round ring
5 : 앵커 6 : 섬유대(fabric form)5 anchor 6 fabric form
7 : 콘크리트모르타르 8 : 열융착부7: concrete mortar 8: heat-sealed portion
이에 본 고안에서는 상기와 같은 섬유거푸집으로 시공되는 호안옹벽의 내구강도를 보완하기 위한 방편으로 지형적 영향과 규모상에 영향을 받지않고도 섬유거푸집내에 쉽게 보강 삽입 사용할수 있도록 하는 섬유거푸집용와이어메시구조물구조에 관한 것으로서,이하 첨부된 도면에 의하여 본 고안의 일실시 구성 및 작용효과를 알아보면 다음과 같다.Therefore, in the present invention, as a means for supplementing the inner oral degree of the retaining wall constructed with the fiber formwork as described above, the wire mesh structure structure for the fiber formwork can be easily used to reinforce and insert the fiber formwork without being influenced by the topography and scale. Regarding, as follows, one embodiment configuration and the effect of the present invention according to the accompanying drawings as follows.
50㎝,100㎝,200㎝ 등의 선택적인 길이규격의 와이어메시구조물(1)은 일정간격으로 배치한 4개의 배근골격(3)의 단부가 "J"형의 앵커(5)로 형성하고 상단과 하단과 하단의 9부쯤에 원형링(4,4′)을 용착한 후 원형링(4,4′)의 상하단 외주연은 철망(2)으로 용착하여 된 것이다.Optional wire mesh structures 1 of 50cm, 100cm, 200cm, etc. are formed at the end of the four longitudinal muscle skeletons 3 arranged at regular intervals by the "J" type anchors 5 and having an upper end. After the circular ring (4,4 ') was welded to about 9 parts of the lower and lower ends, the upper and lower outer peripheries of the circular ring (4,4') were welded with a wire mesh (2).
이와같이 구성된 와이어메시구조물(1)의 작용효과로는 제3도내지 제4도에 도시된바와 같이, 하천이나 제방의 시공현장의 여건에 따라 50㎝,100㎝,20㎝ 등의 선택적인 길이규격의 와이어메시구조물(1)을 상하 수직에서부터 45。 방향까지 상호결착될수 있도록, 와이어메시구조물(1)의 하단 앵커(5)를 상단 원형링(4)의 내부에 삽입 설치해 원형링(4)에 원활히 앵커(5)가 삽입결착될수 있도록 된 것이다.As the effect of the wire mesh structure 1 configured as described above, as shown in FIGS. 3 to 4, optional length standards such as 50 cm, 100 cm, and 20 cm depending on the construction site of the river or bank The bottom anchor 5 of the wire mesh structure 1 is installed inside the upper circular ring 4 so that the wire mesh structure 1 of the wire mesh structure 1 can be interlocked from the vertical to the 45 ° direction. The anchor 5 is to be able to be inserted and fastened smoothly.
이의 일실시 예시로 제4도에 도시된바와 같이 통상의 섬유대(6) 포대사이로, 본 고안에 따라 상하 2개를 수직으로 결합한 와이어메시구조물(1)을 넣은채 콘크리트모르타르(7)을 양생함으로서,섬유거푸집을 사용한 하천이나 수로등의 호안제방의 옹벽블록의 내구 구조강도가 상승되도록한 유용한 고안인 것이다.As an example of this, as shown in FIG. 4, the concrete mortar (7) is cured with the wire mesh structure (1) vertically coupled to the upper and lower two according to the present invention between the bag of the conventional fiber band (6). By doing so, it is a useful design to increase the durability structural strength of the retaining wall block of the lake banks, such as rivers or waterways using fiber formwork.
Claims (1)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR2019970028061U KR200182743Y1 (en) | 1997-10-07 | 1997-10-07 | A wire mash structure for fibre mould |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR2019970028061U KR200182743Y1 (en) | 1997-10-07 | 1997-10-07 | A wire mash structure for fibre mould |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| KR980003094U KR980003094U (en) | 1998-03-30 |
| KR200182743Y1 true KR200182743Y1 (en) | 2000-06-01 |
Family
ID=19511646
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| KR2019970028061U KR200182743Y1 (en) | 1997-10-07 | 1997-10-07 | A wire mash structure for fibre mould |
Country Status (1)
| Country | Link |
|---|---|
| KR (1) | KR200182743Y1 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100628833B1 (en) | 2006-04-07 | 2006-09-26 | (주)한국해외기술공사 | Fabric form for forming concrete with pc steel wire rope and method of protecting slope |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100753045B1 (en) * | 2006-01-24 | 2007-08-30 | 주식회사 동호 | Fablic Bag and Method of Constructing the Inclined Ground with the Same |
-
1997
- 1997-10-07 KR KR2019970028061U patent/KR200182743Y1/en not_active IP Right Cessation
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100628833B1 (en) | 2006-04-07 | 2006-09-26 | (주)한국해외기술공사 | Fabric form for forming concrete with pc steel wire rope and method of protecting slope |
Also Published As
| Publication number | Publication date |
|---|---|
| KR980003094U (en) | 1998-03-30 |
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