KR20020047071A - Rail railing (scaffolding) clamping device in the construction site. - Google Patents

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

Info

Publication number
KR20020047071A
KR20020047071A KR1020020026599A KR20020026599A KR20020047071A KR 20020047071 A KR20020047071 A KR 20020047071A KR 1020020026599 A KR1020020026599 A KR 1020020026599A KR 20020026599 A KR20020026599 A KR 20020026599A KR 20020047071 A KR20020047071 A KR 20020047071A
Authority
KR
South Korea
Prior art keywords
support
plate
bolts
supports
tightening
Prior art date
Application number
KR1020020026599A
Other languages
Korean (ko)
Other versions
KR100483898B1 (en
Inventor
손경식
Original Assignee
손경식
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 손경식 filed Critical 손경식
Priority to KR10-2002-0026599A priority Critical patent/KR100483898B1/en
Publication of KR20020047071A publication Critical patent/KR20020047071A/en
Application granted granted Critical
Publication of KR100483898B1 publication Critical patent/KR100483898B1/en

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
    • E04G3/18—Scaffolds essentially supported by building constructions, e.g. adjustable in height supported by cantilevers or other provisions mounted in openings in the building, e.g. window openings
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
    • E04G3/28—Mobile scaffolds; Scaffolds with mobile platforms
    • E04G2003/286—Mobile scaffolds; Scaffolds with mobile platforms mobile vertically

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Movable Scaffolding (AREA)

Abstract

PURPOSE: A device for tightening a scaffold of the structural ground is provided to make resetting easy, simple and safe and to supply safety to workers without a jumping system even in any weather condition and to reduce the cost in abundance because the loss of parts is reduced. CONSTITUTION: The device for tightening the scaffold of the structural ground includes a concrete bottom layer(30), support bolts(21,21'), connecting boards(19,20), support beams(18,18'), supports(3,3',16,25,25'), a supporting partition(23), an adhesive pin(22), upper and lower opening boards(4,4',5), adhesive axes(6,7), a groove(8) and bolts(12,13). The supports(3,3') are deposited on the connecting board(19) by tightening the support beams(18,18') by being deposited on the connecting board(19) by the support bolts(21,21') composing the concrete bottom layer(30). The support(15) is connected between the supports(3,3') supporting the support(16) and the supporting partition(23) is supported by the adhesive pin(22). The upper and lower opening boards(4,4',5) are adhered on the adhesive axes(6,7) on the connecting board(2). The groove(8) is put in the supports(25,25') and these supports(25,25') are tightened by the bolts(12,13).

Description

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

본발명은 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 발명한 건축장의 레일난간(비계 : Scaf=fold) 협지장치에 관한 것이다,The present invention provides simple, safe and fast restraining on concrete floors that are built from the ground while building high-rise buildings, while allowing scaffolding work for safe access around the building with long life and robustness. Rail railing (scaffolding: scaf = fold) clamping device of the building invented to be easy to use in high-rise building, high-rise dam, 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

본발명은 이와같은 종래의 안전에 위협받고 작업에 불안을 느끼며 설치, 이동, 철거작업등의 번거로움등을 근본적으로 해결 및 보완하고자 장기간동안 각종연구와 실험을 하여,The present invention is threatened by such conventional safety and feels anxiety in work, and conducts various researches and experiments for a long time to fundamentally solve and supplement the hassle of installation, moving, and dismantling 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 끌어 올리는데 실패가 없고,Second: Post-Patch-Up, there are few holes and 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 발명한 것으로서 첨부된 도면에 의하여 상세히 설명하면 다음과 같다.Fourth: Invented so that the last finish is fast and the cost is greatly reduced due to less parts loss as described in detail by the accompanying drawings as follows.

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

도 2는 본발명의 협지대의 평면예시도Figure 2 is a plan view of the narrowing zone of the present invention

도 3은 본발명의 협지대의 정면예시도3 is a front view of the narrowing zone of the present invention

도 4는 본발명의 협지대의 측면예시도Figure 4 is an exemplary side view of the narrowing zone of the present invention

도 5는 본발명 도 1의 반대방향에서 본 요부배면사시도Figure 5 is a rear perspective view of the main portion viewed from the opposite direction of the present invention Figure 1

도 6은 본발명의 협지과정을 예시한 사시도Figure 6 is a perspective view illustrating the process of pinching the present invention

도 7은 본발명의 콘크리트 바닥층에 고정한 난간(비계)의 측면예시도Figure 7 is an exemplary side view of the handrail (scaffolding) fixed to the concrete floor of the present invention

도 8은 본발명의 개폐판을 벌려서 지주에 걸어주는 상태의 평면예시도Figure 8 is a planar view of the state to open the opening and closing plate of the present invention to walk on the prop

도 9는 본발명 도 8에서 진행하여 걸어준 상태의 평면예시도Figure 9 is a plan view of the state walked in the present invention Figure 8

도 10은 본발명의 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 invention

도 11은 본발명 도 10에서 진해하여 지주에서 이탈시킨(해체시킨) 상태의 평면예시도FIG. 11 is a plan view of a state in which the seawater is detached (disassembled) 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 본발명의 작용을 설명하면 다음과 같다The operation of the present invention thus described is as follows.

먼저 도 7과같이 전후면지주(25)(25')(32)등과 바닥판(31)으로 비계를 형성한 다음 이구성을 필요에 따라서 상부 또는 하부로 연결구성할수 있다,First, as shown in FIG. 7, the scaffold may be formed of the front and rear supports 25, 25 ′, 32, and the bottom plate 31.

이렇게 구성된 비계를 본원발명에 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,In the present invention, the scaffold configured as described above is supported by passing through 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. 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') 상하 표면에는 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' are disposed on the upper and lower surfaces of both side supports 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 본발명의 중요한 이점은 레스팅이 간편하고 쉬우며 안전하고 빠르다는 효과가 있는데 끌어올리는 작업중 레일스카프가 레일브라켓트로부터 떼어놓을 필요가 없고 전체 유니트가 고강도축, 핀 보울트에 안착할때까지 이 유니트가 다음단계의 레벨까지 올라가고 다시 내려오며 견고하고 수명이 길며, 간소한 부품으로 크게 구성되나 유연한 효과가 있다.An important advantage of the present invention is that it is easy, easy, safe and fast for the rest of the invention. The lifting work does not require the rail scarf to be detached from the rail brackets until the entire unit is seated on the high-strength shaft and pin bowl. The unit rises to the next level and comes back down and is robust, long-lived and made up of simple components, 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.
KR10-2002-0026599A 2002-05-11 2002-05-11 Rail handrail clamping device of construction site KR100483898B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR10-2002-0026599A KR100483898B1 (en) 2002-05-11 2002-05-11 Rail handrail clamping device of construction site

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR10-2002-0026599A KR100483898B1 (en) 2002-05-11 2002-05-11 Rail handrail clamping device of construction site

Related Child Applications (1)

Application Number Title Priority Date Filing Date
KR2020020017489U Division KR200288007Y1 (en) 2002-05-31 2002-05-31 Rail railing (scaffolding) clamping device in the construction site.

Publications (2)

Publication Number Publication Date
KR20020047071A true KR20020047071A (en) 2002-06-21
KR100483898B1 KR100483898B1 (en) 2005-04-18

Family

ID=27726312

Family Applications (1)

Application Number Title Priority Date Filing Date
KR10-2002-0026599A KR100483898B1 (en) 2002-05-11 2002-05-11 Rail handrail clamping device of construction site

Country Status (1)

Country Link
KR (1) KR100483898B1 (en)

Cited By (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100814753B1 (en) * 2005-09-15 2008-03-19 (주) 콘스텍 Temporary structure for mold and scaffold, and construction method for open wall type structure
KR100904185B1 (en) * 2007-10-11 2009-06-22 이명래 A building outer wall diving for variable guide braket
KR200447082Y1 (en) * 2009-09-09 2009-12-23 윤병주 Formwork Desk Beam Fixture
KR100944458B1 (en) * 2007-09-28 2010-03-03 삼성중공업 주식회사 Apparatus preventing separation of cage for construction
KR101142839B1 (en) * 2009-07-02 2012-05-08 이병영 Working cage apparatus for construcion
US8714512B2 (en) 2005-06-29 2014-05-06 Peri Gmbh Devisible climbing shoe of a climbing formwork
CN105507573A (en) * 2015-12-01 2016-04-20 江苏省华建建设股份有限公司 Method for mounting external cantilever scaffolds made of shape steel
KR101642690B1 (en) * 2015-09-24 2016-08-10 주식회사 삼기슈퍼데크 Slab end overhanging type loading deck for landing of building materials
KR101642691B1 (en) * 2015-09-24 2016-08-10 주식회사 삼기슈퍼데크 Installation and dismantlement method for slab end overhanging type loading deck
CN113445726A (en) * 2021-07-26 2021-09-28 中建四局建设发展有限公司 Method for installing and debugging wall-attached support device of building facade climbing frame machine position
CN113914599A (en) * 2021-12-13 2022-01-11 江苏鸿恩智能科技有限公司 Scaffold attached climbing frame chain mechanism for building engineering
CN114892943A (en) * 2022-06-14 2022-08-12 中国建筑第四工程局有限公司 Basket type overhanging scaffold device installed based on embedded sliding groove

Cited By (16)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8714512B2 (en) 2005-06-29 2014-05-06 Peri Gmbh Devisible climbing shoe of a climbing formwork
EP1899548B1 (en) * 2005-06-29 2015-01-28 Peri Gmbh Separable climbing shoe for a climbing formwork
KR100814753B1 (en) * 2005-09-15 2008-03-19 (주) 콘스텍 Temporary structure for mold and scaffold, and construction method for open wall type structure
KR100944458B1 (en) * 2007-09-28 2010-03-03 삼성중공업 주식회사 Apparatus preventing separation of cage for construction
KR100904185B1 (en) * 2007-10-11 2009-06-22 이명래 A building outer wall diving for variable guide braket
KR101142839B1 (en) * 2009-07-02 2012-05-08 이병영 Working cage apparatus for construcion
KR200447082Y1 (en) * 2009-09-09 2009-12-23 윤병주 Formwork Desk Beam Fixture
KR101642690B1 (en) * 2015-09-24 2016-08-10 주식회사 삼기슈퍼데크 Slab end overhanging type loading deck for landing of building materials
KR101642691B1 (en) * 2015-09-24 2016-08-10 주식회사 삼기슈퍼데크 Installation and dismantlement method for slab end overhanging type loading deck
CN105507573A (en) * 2015-12-01 2016-04-20 江苏省华建建设股份有限公司 Method for mounting external cantilever scaffolds made of shape steel
CN113445726A (en) * 2021-07-26 2021-09-28 中建四局建设发展有限公司 Method for installing and debugging wall-attached support device of building facade climbing frame machine position
CN113445726B (en) * 2021-07-26 2022-04-15 中建四局建设发展有限公司 Method for installing and debugging wall-attached support device of building facade climbing frame machine position
CN113914599A (en) * 2021-12-13 2022-01-11 江苏鸿恩智能科技有限公司 Scaffold attached climbing frame chain mechanism for building engineering
CN113914599B (en) * 2021-12-13 2022-03-01 江苏鸿恩智能科技有限公司 Scaffold attached climbing frame chain mechanism for building engineering
CN114892943A (en) * 2022-06-14 2022-08-12 中国建筑第四工程局有限公司 Basket type overhanging scaffold device installed based on embedded sliding groove
CN114892943B (en) * 2022-06-14 2024-03-19 中国建筑第四工程局有限公司 Basket type cantilever scaffold device based on embedded chute installation

Also Published As

Publication number Publication date
KR100483898B1 (en) 2005-04-18

Similar Documents

Publication Publication Date Title
US20060163001A1 (en) Wall hanging scaffold
KR20020047071A (en) Rail railing (scaffolding) clamping device in the construction site.
KR100777937B1 (en) Construcion safety working cage with scaffold
CN213268827U (en) Operating platform is decorated to suspension type socket joint type under large-span high altitude steel construction vestibule
US8056237B1 (en) Guardrail stanchion and system
CN109881585A (en) A kind of assembly flow shop platform for high pier construction
KR102097909B1 (en) Space expansion self-assembly temporary working stand
CN104775606A (en) Operation platform for prefabricated assembled residential building wall plate construction and construction method thereof
CN215253499U (en) Scaffold device
KR200288007Y1 (en) Rail railing (scaffolding) clamping device in the construction site.
CN213626818U (en) Frame type safety ladder cage
CN211923466U (en) Elevator shaft regularization operation platform
JP6145362B2 (en) Intermediate work floor forming apparatus and intermediate work floor forming method
JP3950800B2 (en) Suspension scaffold
AU2017268495A1 (en) Scaffolding System
JPH10292619A (en) Self-climbing hanging scaffold unit for use in hanging scaffold constructing system corresponding to large space
CN115247498A (en) Fixed bolster of prefabricated wallboard and contain braced system of this support
AU2017232243B2 (en) Working platform system
CN220036073U (en) Assembled stairwell construction is with operation steel platform
JP2582842Y2 (en) Curing net for construction work
CN215671309U (en) Prefabricated temporary stair of going up people
CN212671301U (en) Movable construction safety steel stair for assembly type building stairwell
CN220705245U (en) A safety protection canopy for curtain installation
JPS6110669A (en) Temporary constructed suspension scaffold in upstairs chamber
JPH0755777B2 (en) Elevator installation method and installation work floor equipment

Legal Events

Date Code Title Description
A201 Request for examination
E902 Notification of reason for refusal
E701 Decision to grant or registration of patent right
GRNT Written decision to grant
LAPS Lapse due to unpaid annual fee