KR200288007Y1 - Rail railing (scaffolding) clamping device in the construction site. - Google Patents

Rail railing (scaffolding) clamping device in the construction site. Download PDF

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KR200288007Y1
KR200288007Y1 KR2020020017489U KR20020017489U KR200288007Y1 KR 200288007 Y1 KR200288007 Y1 KR 200288007Y1 KR 2020020017489 U KR2020020017489 U KR 2020020017489U KR 20020017489 U KR20020017489 U KR 20020017489U KR 200288007 Y1 KR200288007 Y1 KR 200288007Y1
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support
plate
connecting plate
bolts
scaffolding
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KR2020020017489U
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Korean (ko)
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손경식
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손경식
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Abstract

전면지주(25)(25')와 후면지주(32)로 구성하여 바닥판(31)을 깔아서 구성한 것에 있어서, 콘크리트 바닥층(30)을 구성한 지주보울트(21)(21')에 접속판(19)에 용착하여 연결판(20)으로 연결한 지지빔(19)(18')을 조여서 고착 지지한 접속판(19)에다가, 지지대(3)(3')를 접속판(2)에 용착하여 저면에 받침대(16)를 받쳐준 지지대(3)(3')사이에는 받침판(15)을 연결하고 받침간(23)을 유착핀(22)으로 유착 지지토록하며 또 양측 지지대 (3)(3')상면과 하면에 보울트공(10)(10')(11)(11')과 홈(8)(8')(9)(9')이 구성된 상하 개폐판(4)(4')(5)(5')을 유착축(6)(6')(7)(7')으로 회전 가능토록 유착 형성한 접속판(2)를, 접속판(19)에 다수의 합착 보울트(14)(14')로 합착한 다음 지주(25)(25')에 홈(8)(8')(9)(9')을 끼원준 후 다수의 보울트(12)(12')(13)(13')로 조여서 협지케 함을 특징으로하는 건축장의 레일난간 협지장치.In the structure consisting of the front support (25) 25 'and the rear support (32) by laying the bottom plate 31, the connecting plate (19) to the support bolt (21) (21') of the concrete floor layer (30) The support beams (19) and (18 '), which are welded to the connecting plate (20) and fastened to the connecting plate (19), which are fixed and supported, by welding the supports (3) and (3') to the connecting plate (2). Connect the support plate 15 between the supports (3) (3 ') supporting the base (16) at the bottom, and support the support section (23) with adhesion pins (22) to support and support both sides (3) (3'). Top and bottom opening and closing plate 4, 4 '(4'), which consists of bolt holes 10, 10 ', 11, 11' and grooves 8, 8 ', 9 and 9' on the upper and lower surfaces. 5) A plurality of joining bolts 14 are connected to the connecting plate 19 with the connecting plate 2 having the 5 'attached to the coalescing shafts 6, 6', 7 and 7 '. (14 ') and then the grooves (8) (8') (9) (9 ') in the struts (25) (25') and then a number of bolts (12) (12 ') (13) ( Rail railing of the construction site characterized by tightening Value.

Description

건축장의 레일난간(비계) 협지장치.{omitted}Rail rail (scaffolding) clamping device in the construction site. {Omitted}

본고안은 고층건물을 건축하는동안 지면으로부터 건축되어지는 콘크리트층에 레스팅(Resetting)이 간단하고 안전하면서 빠른반면 견고하고 수명이 길면서 주위에 안전접근에 대한 비계작업을 할수있도록 하여 콘크리트나 철물 구조물로 미감작업을 하는 고층빌딩, 고층댐등에 사용하기 편리하도록 고안한 건축장의 레일난간(비계 : Scaf=fold) 협지장치에 관한 것이다,This proposal provides simple, safe and fast restoring to concrete floors that are built from the ground while building high-rise buildings, while providing a robust, long-life, scaffolding system for safe access. Rail railing (scaffolding: scaf = fold) clamping device of a building designed to be convenient for high-rise buildings, high-rise dams, etc.

종래에는 크레인이 올라가는데로 건축레벨에 메달아 놓는 방식의 비계시스템(Jumping System) 이였기 때문에 고층으로 올라갈수록 작업하기가 어려웠고 위험하였다, 즉 기후, 계절, 기상상태에 따라서 점핑시스템의 비계는 흔들리거나 유동되며 경우에 따라서는 이탈되어 추락하는 불안전한 폐단과 결점이 발생하였다,Conventionally, it was difficult to work as it climbed upstairs because it was a jumping system of hanging cranes at the construction level as the crane climbed. Insecure closures and defects, which flow and in some cases fall off and fall, have occurred.

즉 비계를 설치하는데 수작업으로서 많은 시간이 소요되며, 설치후 작업시에 기후, 풍속, 풍량등에 따라 안전에 위협을 받고있어 작업자가 항상 불안상테에 있으며, 비계를 철거할때는 크레인이 필요하고 비계의 장애로 인하여 마무리작업을 시작하기가 어려웠던 것이다In other words, it takes a lot of time as a manual work to install the scaffolding, and the workers are always in an uneasy position due to the climate, wind speed, and air volume during the post-installation work. It was difficult to start the finishing work

본고안은 이와같은 종래의 안전에 위협받고 작업에 불안을 느끼며 설치, 이동, 철거작업등의 번거로움등을 근본적으로 해결 및 보완하고자 장기간동안 각종연구와 실험을 하여,In this paper, various researches and experiments are conducted for a long time in order to fundamentally solve and supplement the hassle of installation, moving, and dismantling, which is threatened by the conventional safety and unstable in work.

첫째 : 종래의 비계시스템이 필요없어 어떠한 기상상태에서도 설치와 작업을 흔들리지 않고 안전하게 할수 있도록하여 작업자에게 심리적으로 안정감을 갖고 작업할수 있도록하며,First: It does not require a conventional scaffolding system so that it can be safely installed and operated without shaking in any weather condition, so that the worker can work with psychological stability.

둘째 : 사후 응급조치(Patch-UP)하는데, 구멍이 적게 발생하여 끌어올리는데 실패가 없고,Second: Post-Patch-UP, there are few holes and there is no failure to pull up.

셋째 : 설치, 재조정하는데 신속, 정확히 할수있어 적은 노동력으로 할수있으며,Third: It can be done quickly and accurately in installation and readjustment, so it can be done with less labor.

넷째 : 마지막 끝손질 마무리가 빠르면서 부품손실이 적어 비용이 대폭 절감할수 있도록 고안한 것으로서 첨부된 도면에 의하여 상세히 설명하면 다음과 같다.Fourth: the final finish is fast and the parts loss is designed to significantly reduce the cost as described in detail by the accompanying drawings as follows.

도 1은 본고안의 협지상태의 요부 전면사시도1 is a front perspective view of the main part of the pinched state of the present invention

도 2는 본고안의 협지대의 평면예시도Fig. 2 is a plan view of the narrowing table of the present invention

도 3은 본고안의 협지대의 정면예시도Figure 3 is a front view of the narrowing table of the present issue

도 4는 본고안의 협지대의 측면예시도Figure 4 is a side view of the narrowing table of the present invention

도 5는 본고안 도 1의 반대방향에서 본 요부배면사시도Figure 5 is a rear perspective view of the main portion viewed from the opposite direction of FIG.

도 6은 본고안의 협지과정을 예시한 사시도Figure 6 is a perspective view illustrating the gripping process of the present proposal

도 7은 본고안의 콘크리트 바닥층에 고정한 난간(비계)의 측면예시도Figure 7 is a side view of the handrail (scaffolding) fixed to the concrete floor of the present article

도 8은 본고안의 개폐판을 벌려서 지주에 걸어주는 상태의 평면예시도Fig. 8 is a plan view of the state of opening and closing the opening and closing plate of the present article to hang on the prop

도 9는 본고안 도 8에서 진행하여 걸어준 상태의 평면예시도FIG. 9 is a plan view of a state in which the process is progressed from FIG.

도 10은 본고안의 개폐판을 지주에서 해체하기 위하여 벌려준 상태의 평면예시도Figure 10 is a plan view of the open state in order to dismantle the opening and closing plate of the present in the post

도 11은 본고안 도 10에서 진해하여 지주에서 이탈시킨(해체시킨) 상태의 평면예시도FIG. 11 is a plan view of a state in which seawater is detached (dismantled) from the support post in FIG.

전면지주(25)(25')와 후면지주(32)로 구성하여 바닥판(31)을 깔아서 구성한 것에 있어서,In the structure consisting of a front plate (25) (25 ') and a rear plate (32) by laying the bottom plate 31,

콘크리트 바닥층(30)을 구성한 지주보울트(21)(21')에 접속판(19)에 용착하여 연결판(20)으로 연결한 지지빔(18)(18')을 조여서 고착지지한 접속판(19) 에다가 지지대(3)(3')를 접속판(2)에 용착하여 저면에 받침대(16)를 받쳐준 지지대(3)(3') 사이에는 받침판(15)을 연결하고 받침간(23)을 유착핀(22)으로 유착 지지토록하며 또 양측 지지대(3)(3') 상면과 하면에 보울트공(10)(10')(11)(11')과 홈(8)(8')(9)(9')가 구성된 상하개폐판(4)(4')(5)(5')을 유착축((6)(6')(7)(7')으로 회전가능토록 유착 형성한 접속판(2)를 접속판(19)에 다수의 합착보울트(14)(14')로 합착한 다음 지주(25)(25')에 홈(8)(8')(9)(9')을 끼워준후 다수의 보울트(12)(12')(13)(13')로 조여서 협지케 함을 특징으로한 것이다,The connecting plate welded to the connecting plate 19 on the holding bolts 21 and 21 'constituting the concrete floor layer 30, and tightened and supported by tightening the supporting beams 18 and 18' connected to the connecting plate 20 ( 19) In addition, the support plate (3) (3 ') was welded to the connecting plate (2) to connect the support plate (15) between the support plates (3) (3') that supported the base 16 on the bottom, and the support section (23) To support adhesion with adhesion pins 22 and bolts 10, 10 ', 11', 11 'and grooves 8 and 8' on both the upper and lower surfaces of the support 3 and 3 '. (9) (9 ') forming upper and lower opening and closing plates (4) (4') (5) (5 ') to be rotatable to the coalescing shaft ((6) (6') (7) (7 '). One junction plate 2 is bonded to the junction plate 19 with a number of cemented bolts 14, 14 'and then grooves 8, 8', 9 and 9 in the struts 25, 25 '. ') And then tightened with a number of bolts 12, 12', 13, 13 ',

이와같이된 본고안의 작용을 설명하면 다음과 같다The operation of this draft is as follows.

먼저 도 7과같이 전후면지주(25)(25')(32)등과 바닥판(31)으로 비계를 형성한 다음 이구성을 필요에 따라서 상부 또는 하부로 연결구성 할수 있다,First, as shown in FIG. 7, the scaffold may be formed of the front and rear column heads 25, 25 ′, 32, and the bottom plate 31, and then this configuration may be connected to an upper part or a lower part as necessary.

이렇게 구성된 비계를 본원고안에 협지하는데 고층의 건축층의 필요한 작업장소의 콘크리트 바닥층(30)에 고정하는 지지보울트(21)(21')를 관통시켜서 지지하여 상부표면으로 돌출케 하고, 접속판(19)에 용착된 지지빔(18)(18')을 끼워서 고정한다,The scaffold configured as described above is sandwiched in the present application by supporting the support bolts 21 and 21 'which are fixed to the concrete floor layer 30 of the required work place of the high-rise building layer so as to protrude to the upper surface, and connecting plate ( Insert and fix the support beams 18 and 18 'welded to 19,

다음에는 도 2, 3, 4 및 도 8, 9, 10, 11도와 같이된 본발명의 구성의 접속판(2)을 상기접속판(19)에 보울트(14)(14') 너트등으로 조립연결한다 이렇게 하면 T자형 접속판(2)의 받침대(16)는 지지대(3)(3')를 받쳐주고 접속판(2)의 하단(T자형하부)은 콘크리트 바닥층(30)의 끝면에 지지하게 되며 도 6의 예시도와 같이 양측지지대(3)(3') 상하표면에는 상, 하부개폐판(4)(4')(5)(5')을 중단부에 유착축(6)(6')(7)(7')으로 유착된 것을 회전시켜서 각홈(8)(8')(9)(9')을 전면지주(25)(25')의 굴곡부에 끼워지도록 회전시킨후 각보울트공(10)(10')(11)(11')에 보울트(12)(12')(13)(13')를 끼워서 조여주면 도 1 및 도 5의 예시된 사시도와 같이 협지하게 된다,Next, the connecting plate 2 of the configuration of the present invention as shown in Figs. 2, 3, 4 and 8, 9, 10, and 11 is assembled to the connecting plate 19 with bolts 14, 14 'nuts and the like. In this way, the pedestal 16 of the T-shaped connecting plate 2 supports the supports 3, 3 'and the lower end of the connecting plate 2 is supported on the end surface of the concrete floor layer 30. 6, the upper and lower opening and closing plates (4) (4 ') (5) (5') on the upper and lower surfaces of both sides of the support (3) (3 ') as shown in FIG. Rotate the coalesced ') (7) (7') so that the angle grooves 8, 8 ', 9, 9' are fitted to the bent portion of the front column 25, 25 'and then the angle bolt. Inserting and tightening the bolts 12, 12 ', 13, 13' into the balls 10, 10 ', 11, 11' will sandwich the same as the illustrated perspective view of FIGS. 1 and 5,

도 8과 도 9는 상부 개폐판(4)94')을 전면지주(25)(25')에 끼우는 상태의 순서를 예시한 것이고,8 and 9 illustrate the sequence of the state of fitting the upper opening and closing plate (4) 94 'to the front support (25, 25'),

도 10과 도 11은 하부개폐판(5)(5')을 전면지주(25)(25')에서 분리하는 상태의 순서를 예시한 것이다, 또 받침간(23)의 역할은 도 3 및 도 4의 예시도와 같이 유착핀(22)으로 양측지지대(3)(3') 사이에 유착되여 있다가 지주(25)(25')에 걸쳐지면 도 8, 도 11의 예시도에 도시된것과 같이 받침판(15)에 받쳐져서 지주(25)(25')의 받침판(26)을 받쳐지도록 걸쳐져서 지지되게 되어 지주(25)(25')를 받쳐주고 또 양측 상하개폐판(4)(4')(5)(5')는 잡아주는 역할을 하게된다,10 and 11 illustrate the sequence of the state of separating the lower opening and closing plate 5, 5 'from the front support 25, 25', and the role of the support 23 is shown in FIGS. As shown in Fig. 4, when the coalescing pins 22 are adhered between the two side supports 3 and 3 ', and then straddles 25 and 25', they are as shown in Figs. Supported by the support plate 15 to be supported so as to support the support plate 26 of the support (25) (25 ') to support the support (25) (25') and both top and bottom opening and closing plate (4) (4 ') (5) (5 ') is going to hold it,

이렇게 하여 협지되는 비계는 도 7과 같이 장치됨으로서 작업자가 받침판(31) 위에서 안전하게 작업할수 있고, 종래에는 크레인이 올라가는데로 건축레벨에 메달아 놓는 방식의 2세대 비계시스템(Jumping System)이였는데 본원에서는 어떠한 기상조건에서도 간단하게 끌어올리면 되는것으로서, 현장이 어지렵혀지지 않고 안전이 보장이 되며 거대한 유니트로 유연한 배치, 신속한 레서팅타임 안전작업방법, 핵심적인 비용절감의 효과를 얻을수 있다,In this way, the clamped scaffold is installed as shown in FIG. 7, so that the worker can safely work on the support plate 31, and in the related art, the second generation of the scaffolding system (Jumping System), which is placed on the construction level as the crane is raised, By simply pulling it up in weather conditions, the site is not cluttered and safety is guaranteed, and it is possible to obtain a large unit, flexible layout, quick working time safe working method, and key cost savings.

즉, 빌딩건축시 주위에 레일비계로 형성, 고강도철망, 중량안전망, 철재발판(바닥판:31), 진입계단 케이스와 프레이트폼이 설치되여 있어 매끄럽고 안전한 작업이 가능하며 각각의 레일(지주) 바켓트는 수직 하중을 견딜수 있는 용량이며 특별히 필요한 경우에는 포스트(Posts)와 함께 끌어올릴수 있다.In other words, it is formed by rail scaffolding around building construction, high strength wire mesh, weight safety net, steel scaffolding (bottom plate: 31), entry stair case and plate form are installed to enable smooth and safe operation. The wedge is capable of withstanding vertical loads and can be pulled up with posts if necessary.

이와같이된 본고안의 중요한 이점은 레스팅이 간편하고 쉬우며 안전하고 빠르다는 효과가 있는데 끌어올리는 작업중 레일스카프가 레일브라켓트로부터 떼어놓을 필요가 없고 전체 유니트가 고강도 축, 핀 보울트에 안착할때까지 이 유니트가 다음단계의 레벨까지 올라가고 다시 내려오며 견고하고 수명이 길며, 간소한 부품으로 크게 구성되나 유연한 효과가 있다.The main advantage of this is that the restraint is simple, easy, safe and fast. The unit does not need to be removed from the rail brackets during lifting, and the unit is mounted on the high-strength axle and pin bolt. Is up to the next level and comes down again, which is robust, long-lived and made up of simple parts, but with a flexible effect.

Claims (1)

전면지주(25)(25')와 후면지주(32)로 구성하여 바닥판(31)을 깔아서 구성한 것에 있어서,In the structure consisting of a front plate (25) (25 ') and a rear plate (32) by laying the bottom plate 31, 콘크리트바닥층(30)을 구성한 지주보울트(21)(21')에 접속판(19)에 용착하여 연결판(20)으로 연결한 지지빔(18)(18')을 조여서 고착지지한 접속판(19)에다가 지지대(3)(3')를 접속판(2)에 용착하여 저면에 받침대(16)를 받쳐준 지지대(3)(3') 사이에는 받침판(15)을 연결하고 받침간(23)을 유착핀(22)으로 유착지지토록 하며, 또 양측지지대(3)(3') 상면과 하면에 보울트공(10)(10')(11)(11')과 홈(8)(8')(9)(9')가 구성된 상하개폐판(4)(4')(5)(5')을 유착축(6)(6')(7)(7')으로 회전 가능토록 유착형성한 접속판(2)를 접속판(19)에 다수의 합착보울트(14)(14')로 합착한 다음 지주(25)(25')에 홈(8)(8')(9)(')을 끼워준후 다수의 보울트(12)(12')(13)(13')로 조여서 협지케함을 특징으로한 건축장의 레일난간(비계) 협지장치.The connecting plate welded to the connecting plate 19 on the holding bolts 21 and 21 'constituting the concrete floor layer 30, and tightened and supported by tightening the supporting beams 18 and 18' connected to the connecting plate 20 ( 19) the support plate (3) (3 ') was welded to the connecting plate (2), and the support plate (15) was connected between the support plates (3) (3') that supported the pedestal (16) on the bottom, and the support section (23). To support the adhesion with the adhesion pins 22, and the bolt holes 10, 10 ', 11, 11' and grooves 8 and 8 'on both the upper and lower surfaces of the side supports 3, 3'. Adhesion is formed so that the upper and lower opening and closing plates 4, 4 ', 5, and 5' including the 9 and 9 'are rotatable to the coalescing shaft 6, 6', 7 and 7 '. One junction plate 2 is bonded to the junction plate 19 with a number of cemented bolts 14, 14 'and then grooves 8, 8', 9 '(' ) Rail railing (scaffolding) clamping device of the construction site characterized in that the clamping by tightening a plurality of bolts (12) (12 ') (13) (13') after inserting.
KR2020020017489U 2002-05-31 2002-05-31 Rail railing (scaffolding) clamping device in the construction site. KR200288007Y1 (en)

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KR2020020017489U KR200288007Y1 (en) 2002-05-31 2002-05-31 Rail railing (scaffolding) clamping device in the construction site.

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KR2020020017489U KR200288007Y1 (en) 2002-05-31 2002-05-31 Rail railing (scaffolding) clamping device in the construction site.

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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100901323B1 (en) 2007-09-07 2009-06-09 주식회사 덕성정공 A guide rail climing system of gang form for construction
KR100927258B1 (en) 2007-11-07 2009-11-16 금강공업 주식회사 Temporary lifting device
KR100927259B1 (en) 2007-11-07 2009-11-16 금강공업 주식회사 Temporary lifting device
KR101137404B1 (en) * 2009-06-26 2012-04-20 주식회사 덕성정공 A guide rail climing system of balcony cage for construction
KR101929462B1 (en) * 2016-10-26 2018-12-14 청주대학교 산학협력단 Anti-deviation Rail Fixing Device Of Gang Form

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100901323B1 (en) 2007-09-07 2009-06-09 주식회사 덕성정공 A guide rail climing system of gang form for construction
KR100927258B1 (en) 2007-11-07 2009-11-16 금강공업 주식회사 Temporary lifting device
KR100927259B1 (en) 2007-11-07 2009-11-16 금강공업 주식회사 Temporary lifting device
KR101137404B1 (en) * 2009-06-26 2012-04-20 주식회사 덕성정공 A guide rail climing system of balcony cage for construction
KR101929462B1 (en) * 2016-10-26 2018-12-14 청주대학교 산학협력단 Anti-deviation Rail Fixing Device Of Gang Form

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