KR200175225Y1 - Bearing wall structure - Google Patents
Bearing wall structure Download PDFInfo
- Publication number
- KR200175225Y1 KR200175225Y1 KR2019990021560U KR19990021560U KR200175225Y1 KR 200175225 Y1 KR200175225 Y1 KR 200175225Y1 KR 2019990021560 U KR2019990021560 U KR 2019990021560U KR 19990021560 U KR19990021560 U KR 19990021560U KR 200175225 Y1 KR200175225 Y1 KR 200175225Y1
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- KR
- South Korea
- Prior art keywords
- wall
- curved
- appearance
- screw
- iron plate
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Classifications
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
- E01F7/00—Devices affording protection against snow, sand drifts, side-wind effects, snowslides, avalanches or falling rocks; Anti-dazzle arrangements ; Sight-screens for roads, e.g. to mask accident site
- E01F7/04—Devices affording protection against snowslides, avalanches or falling rocks, e.g. avalanche preventing structures, galleries
- E01F7/045—Devices specially adapted for protecting against falling rocks, e.g. galleries, nets, rock traps
Abstract
본 고안은 도로공사시 도로주변에 설치되어 공사때 발생되는 낙석과 파편의 비산을 방지하기 위하여 설치되는 흙막이 벽에 관한 것으로, 종래의 흙막이 벽은 기둥으로 사용되는 H빔을 일정간격으로 세운후 그 사이에 사각각목을 적층하여 흙막이 벽을 구성하고, H빔 사이에 적층된 각목을 고정하기 위해 끼움목(쐐기)을 끼움으로 인하여, 작업시간 및 인력이 많이 소요되며, 외관이 미려하지 못한 단점이 있었다.The present invention relates to a retaining wall which is installed around the road during road construction to prevent the falling of falling rocks and debris generated during the construction. By stacking square bark in between, it forms a wall of mud, and by inserting fittings (wedges) to fix the stacked bark between H beams, it takes a lot of work time and manpower, and the appearance is not beautiful. there was.
그러나 본 고안에 있어서는 H빔에 사각각목을 삽치하는 대신 표면을 굴곡시켜 보강시킨 굴곡철판(라이너 플레이트)를 삽치함으로 인하여 외관 및 벽체로서의 지지력을 보강하였으며, H빔에 굴곡철판을 삽치하는 방법도 하나씩 낱개로 삽치하는 것이 아니라 높이에 따라서 복수의 굴곡철판을 볼트와 너트를 이용하여 수직으로 적층되게 조립한 후, 이 조립체를 한번에 H빔에 삽치토록 한 것이며, 굴곡철판을 H빔에 밀착 고정시킴에 있어서도 적층된 굴곡철판의 측변에 길이 방향으로 길게 각강관을 부착한 다음, 각강관과 H빔 사이에 스크류 잭을 끼워넣고, 스크류(나사) 길이를 조정하여 밀착력을 얻도록 한 것이다.However, in the present invention, by inserting a curved iron plate (liner plate) bent by reinforcing the surface instead of inserting a square bar on the H-beam, reinforcement of the appearance and supporting force as a wall, and a method of inserting a curved iron plate on the H-beam After assembling a plurality of curved steel plates vertically using bolts and nuts according to their height, rather than inserting them one by one, this assembly is inserted into the H beam at a time, and the curved steel sheet is closely attached to the H beam. In the fixing, the angled steel tube is attached to the side of the laminated curved steel plate in the longitudinal direction, and then a screw jack is inserted between the angled steel tube and the H beam, and the screw (screw) length is adjusted to obtain an adhesive force.
이상과 같은 본고안 구조로 흙막이 벽을 구성하게 되면 작업이 아주 간편하고 편리하게 되어 작업시간 및 인력을 상당히 감축할 수 있게 되는 것이며, 또한 외관을 미려하게 할 수 있어 그 효율성을 증대시킨 아주 유용한 고안인 것이다.When constructing the wall with the above structure, it is very easy and convenient to work, which can significantly reduce work time and manpower, and it is also very useful to improve the efficiency by enhancing the appearance. It is
Description
본 고안은 도로공사시 도로 주변에 설치하여 도로공사시 발생되는 낙석과 파편의 비산을 방지하기 위하여 설치되는 흙막이 벽의 설치 구조에 관한 것이다.The present invention relates to the installation structure of the retaining wall is installed to prevent the falling of falling rocks and debris generated during the road construction by installing around the road during the road construction.
종래에는 흙막이 벽을 구성함에 있어서 기둥으로 사용되는 H 빔을 일정간격으로 세운후 그 사이에 사각각목을 적층하여 흙막이 벽을 구성 하였으며, H 빔 사이에 적층된 각목을 고정하기 위해 끼움목(쐐기)을 끼워 흙막이 벽을 구성 하였다.Conventionally, in constructing a wall of mud walls, the H-beam used as a pillar is erected at regular intervals, and a square bark is laminated therebetween to form a wall of mud walls. Sandwiched wall was constructed.
그러나 이와같은 구성은 작업시간 및 인력이 많이 소요되며, 또한 외관이 미려하지 못한 단점이 있었다.However, this configuration takes a lot of work time and manpower, and also had the disadvantage that the appearance is not beautiful.
본 고안은 H 빔을 이용하여 흙막이 벽을 구성함에 있어서, H 빔 사이에 삽치되는 벽체는 표면을 굴곡시켜 보강시킨 굴곡철판(라이너 플레이트)을 사용하되, 높이에 따라서 복수의 굴곡철판을 볼트를 이용하여 상하로 적층되게 수직으로 조립하고, 이 조립체를 H 빔에 설치하는 것으로, 상하로 적층된 굴곡철판의 측변에는 길이 방향으로 길게 각강관을 부착한 다음, 각강관과 H 빔 사이에 스크류 잭을 삽치하여 H 빔과 각강관 사이를 조여주어 고정토록 한 것이다.In the present invention, when constructing a wall of walls using the H beam, the wall inserted between the H beams uses a curved iron plate (liner plate) reinforced by bending the surface, and a plurality of curved iron plates are used by bolts depending on the height. Vertically stacked so as to be stacked up and down, and the assembly is installed on the H beam. A long angle steel pipe is attached to the side edges of the bent steel plates stacked up and down, and a screw jack is inserted between the angle steel pipe and the H beam. It was inserted and tightened between H beam and angular steel pipe to fix it.
도1은 본 고안의 체결상태 사시도.1 is a perspective view of a fastening state of the present invention.
도2는 본 고안에 있어 스크류 잭의 체결상태 측면도.Figure 2 is a side view of the fastening state of the screw jack in the present invention.
도3은 본 고안에 있어 흙막이 패널의 사시도.Figure 3 is a perspective view of the retaining panel in the present invention.
일정간격으로 H 빔을 세우고 그 사이에 벽체를 끼워 넣어 흙막이 벽을 구성함에 있어서, 벽체의 구성으로 표면을 굴곡시켜 보강시킨 굴곡철판(1)을 상하로 적층토록 하며, 상기 상하로 적층된 다수개의 굴곡철판(1)은 볼트(5)와 너트(6)로 서로 고정토록 하며, H빔(2)에 삽치된 굴곡철판(1)의 측변에는 길이 방향으로 각강관(4)을 부착한 다음, 각강관(4)과 H빔(2) 사이에 스크류 잭(3)을 삽치하여 H빔(2)과 굴곡철판(1)을 고정토록 한 흙막이 벽의 설치 구조이다.In setting up the H beam at regular intervals and inserting a wall therebetween to construct an earthen wall, the curved steel plate 1 bent by reinforcing the surface by reinforcing the structure of the wall to be stacked up and down, and the plurality of stacked up and down The bent iron plate 1 is fixed to each other with a bolt 5 and a nut 6, and the angular steel pipe 4 is attached to the side of the bent iron plate 1 inserted in the H beam 2 in the longitudinal direction, A screw jack 3 is inserted between the angular steel pipe 4 and the H beam 2 to install the soil wall to fix the H beam 2 and the bent iron plate 1.
이와같이 구성된 본 고안을 보다 상세히 설명하면 다음과 같다.Referring to the present invention configured in this way in more detail as follows.
본 고안에 있어 벽체를 구성하는 굴곡철판(1)은 전면 표면을 굴곡시킴으로서 지지력을 보강 시켰으며, 이와같이 지지력이 보강된 굴곡철판을 H빔(2)에 삽치함에 있어서는, 굴곡철판을 하나 하나씩 낱개로 삽치 하는것도 가능하지만 본 고안에서는 다수개의 굴곡 철판을 볼트(5)를 이용하여 상하로 적층되게 조립한 후, 이 조립체를 H빔에 설치토록 한 것이다.In the present invention, the flexural steel plate 1 constituting the wall reinforces the supporting force by bending the front surface, and in inserting the flexural steel plate with the strengthening support force into the H beam 2, the flexural steel plates are individually one by one. Although it is possible to insert, in the present invention, after assembling a plurality of curved iron plates stacked up and down using bolts 5, the assembly is installed on the H beam.
한편 이와같이 삽치된 굴곡철판을 H빔에 꽉 밀착되게 고정하기 위해서는 상하로 적층된 굴곡철판의 측변에 길이 방향으로 길게 각강관(4)을 부착한 다음, 각강관(4)과 H빔 사이에 스크류 잭(3)을 삽치하여 H빔과 각강관 사이를 조여주어 고정토록 하였는바, 이와같이 스크류 잭은 스크류(나사)를 이용하여 조여주는 길이를 조정 함으로서 필요한 만큼의 밀착력을 갖게 할 수가 있는 것이다.Meanwhile, in order to fix the inserted bent steel sheet tightly to the H-beam, the angle steel tube 4 is attached to the side of the bent steel sheets stacked up and down in the longitudinal direction and then screwed between the angle steel pipe 4 and the H-beam. By inserting the jack (3) was tightened between the H-beam and the angle steel pipe to be fixed, bar screw jack in this way by using a screw (screw) by adjusting the tightening length can be made to have the necessary adhesion.
도로공사시 도로주변에 설치되어 공사때 발생되는 낙석과 파편의 비산을 방지하기 위하여 설치되는 종래의 흙막이 벽은 기둥으로 사용되는 H빔을 일정간격으로 세운후 그 사이에 사각각목을 적층하여 흙막이 벽을 구성하는 것으로, H빔 사이에 적층된 각목을 고정하기 위해 끼움목(쐐기)을 끼움으로 인하여, 작업시간 및 인력이 많이 소요되며, 외관이 미려하지 못한 단점이 있었다.Conventional mud wall which is installed around the road during road construction to prevent the falling of falling rocks and debris generated at the time of construction is set up H beam used as a column at regular intervals, and then stacked square bark between them. To configure, by fitting the fitting wood (wedge) in order to fix the laminated wood between the H-beam, it takes a lot of work time and manpower, there was a disadvantage that the appearance was not beautiful.
그러나 본 고안에 있어서는 H빔에 사각각목을 삽치하는 대신 표면을 굴곡시켜 보강시킨 굴곡철판(라이너 플레이트)를 삽치함으로 인하여 외관 및 벽체로서의 지지력을 보강하였으며, H빔에 굴곡철판을 삽치하는 방법도 하나씩 낱개로 삽치하는 것이 아니라 높이에 따라서 복수의 굴곡철판을 볼트와 너트를 이용하여 수직으로 적층되게 조립한 후, 이 조립체를 한번에 H빔에 삽치토록 하는 것이므로 작업시간 및 인력소모를 상당히 줄일 수 있도록 한 것이다.However, in the present invention, by inserting a curved iron plate (liner plate) bent by reinforcing the surface instead of inserting a square bar on the H-beam, reinforcement of the appearance and supporting force as a wall, and a method of inserting a curved iron plate on the H-beam Instead of inserting them one by one, assembling a plurality of curved steel plates vertically using bolts and nuts according to their heights, and then assembling them into the H beam at a time, significantly reducing work time and manpower consumption. I would have to.
또한 굴곡철판을 H빔에 밀착 고정시킴에 있어서도 적층된 굴곡철판의 측변에 길이 방향으로 길게 각강관을 부착한 다음, 각강관과 H빔 사이에 스크류 잭을 끼워넣고, 스크류(나사) 길이를 조정하여 밀착력을 얻도록 한 것이므로 그 편리함과 간편함은 종래의 쐐기를 이용하는 방법과는 비교를 할 수가 없는 것이다.In addition, in fixing the curved steel plate to the H-beam closely, a long angle steel tube is attached to the side of the laminated curved steel plate in the longitudinal direction, and then, a screw jack is inserted between the angle steel pipe and the H-beam, and the screw (screw) length is adjusted. Since it is to obtain the adhesive force, the convenience and simplicity is not comparable to the conventional method using the wedge.
이상과 같이 본고안은 흙막이 벽을 구성함에 있어서 작업시간 및 인력을 감축할 수 있고 외관을 미려하게 할 수 있어 종래의 흙막이 벽에 비하여 그 효율성을 증대시킨 아주 유용한 고안인 것이다.As described above, this proposal can reduce the working time and manpower and make the appearance beautiful in constructing the wall, which is a very useful design that increases the efficiency compared to the conventional wall.
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KR2019990021560U KR200175225Y1 (en) | 1999-10-08 | 1999-10-08 | Bearing wall structure |
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KR2019990021560U KR200175225Y1 (en) | 1999-10-08 | 1999-10-08 | Bearing wall structure |
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Cited By (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100763127B1 (en) | 2007-03-21 | 2007-10-04 | 가원이엔씨 주식회사 | Assembly cutoff pannel installation structure for composite type steel temporary construction |
KR100770141B1 (en) | 2007-08-23 | 2007-10-24 | 장택용 | Prefabricated steel soil retaining plate |
WO2008082104A1 (en) * | 2007-01-05 | 2008-07-10 | Teg Young Jang | Prefabricated steel soil retaining plate |
EP2034095A1 (en) * | 2007-09-05 | 2009-03-11 | Kyoung Hae Park | Installation structure for earth retaining wall |
CN101573494B (en) * | 2007-01-05 | 2011-03-16 | 张择龙 | Prefabricated steel soil retaining plate |
KR101515918B1 (en) * | 2014-08-29 | 2015-05-04 | (주)한국에어로테크 | Protective wall for rock crushing and building method thereof |
KR101515917B1 (en) * | 2014-08-29 | 2015-05-04 | (주)한국에어로테크 | Protective wall for rock crushing and building method thereof |
KR20180110901A (en) * | 2017-03-30 | 2018-10-11 | (주)동명기술공단종합건축사사무소 | Build-on retaining pannel and construction method thereof |
KR102240831B1 (en) | 2020-07-03 | 2021-05-12 | 주식회사 신웅 | Rockfall protection facility with Double Beam and construction method it |
-
1999
- 1999-10-08 KR KR2019990021560U patent/KR200175225Y1/en not_active IP Right Cessation
Cited By (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2008082104A1 (en) * | 2007-01-05 | 2008-07-10 | Teg Young Jang | Prefabricated steel soil retaining plate |
CN101573494B (en) * | 2007-01-05 | 2011-03-16 | 张择龙 | Prefabricated steel soil retaining plate |
KR100763127B1 (en) | 2007-03-21 | 2007-10-04 | 가원이엔씨 주식회사 | Assembly cutoff pannel installation structure for composite type steel temporary construction |
KR100770141B1 (en) | 2007-08-23 | 2007-10-24 | 장택용 | Prefabricated steel soil retaining plate |
EP2034095A1 (en) * | 2007-09-05 | 2009-03-11 | Kyoung Hae Park | Installation structure for earth retaining wall |
KR101515918B1 (en) * | 2014-08-29 | 2015-05-04 | (주)한국에어로테크 | Protective wall for rock crushing and building method thereof |
KR101515917B1 (en) * | 2014-08-29 | 2015-05-04 | (주)한국에어로테크 | Protective wall for rock crushing and building method thereof |
KR20180110901A (en) * | 2017-03-30 | 2018-10-11 | (주)동명기술공단종합건축사사무소 | Build-on retaining pannel and construction method thereof |
KR101979895B1 (en) * | 2017-03-30 | 2019-05-17 | (주)동명기술공단종합건축사사무소 | Build-on retaining pannel and construction method thereof |
KR102240831B1 (en) | 2020-07-03 | 2021-05-12 | 주식회사 신웅 | Rockfall protection facility with Double Beam and construction method it |
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