CN105525745A - Bamboo joint type exterior facade super-high building structure attached climbing frame and lifting method - Google Patents
Bamboo joint type exterior facade super-high building structure attached climbing frame and lifting method Download PDFInfo
- Publication number
- CN105525745A CN105525745A CN201510438804.4A CN201510438804A CN105525745A CN 105525745 A CN105525745 A CN 105525745A CN 201510438804 A CN201510438804 A CN 201510438804A CN 105525745 A CN105525745 A CN 105525745A
- Authority
- CN
- China
- Prior art keywords
- climbing frame
- building structure
- turnover panel
- support body
- frame support
- Prior art date
- Legal status (The legal status 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 status listed.)
- Pending
Links
Abstract
The invention discloses a bamboo joint type exterior facade super-high building structure attached climbing frame and a lifting method. The climbing frame is characterized in that one side, near a building structure, of a climbing frame body is fixedly connected with a guide rail arranged on the climbing frame body through horizontal wall attaching elements; the horizontal wall attaching elements are fixed on floor slabs of the building structure through embedded screw bolts; each keel plate arranged in the climbing frame body is movably connected with one end of a corresponding foldable turning plate through an automobile hinge; and the other end of each foldable turning plate is lapped on the corresponding floor slab of the building structure. The foldable turning plates are arranged between the building structure and the climbing frame body, and the length and the joint numbers of the turning plates can be changed along with the change of the contour of the exterior facade of a building, so that when the outer contour of the building structure is changed, the normal sealing of a gap between the building structure and the climbing frame body can still be ensured; the high-altitude object falling or high-altitude falling can be effectively prevented; the potential safety danger is eliminated; and great social influence and economic loss are avoided.
Description
Technical field
The present invention relates to a kind of laemodipodiform alien invasion super-high building structure attaching climbing frame and method for improving, belong to technical field of building construction.
Background technology
Along with improving constantly of modern architecture level, as the alien invasion of building cultural traits, its shape and structure is compared to there being innovation by a relatively large margin in the past.The design of tradition climbing frame is mainly for the building structure of flat sided straight line style alien invasion, fixing turnover panel is used to close climbing frame and Ti Jian space, building, but existing facade presents the change of erratic width in the height direction, the climbing frame of tradition regular length turnover panel cannot ensure between the climbing frame of every one deck and building body completely closed, be easy to cause falling object from high altitude or falling from high altitude, form great potential safety hazard, cause great social influence and economic loss.Therefore, existing climbing frame cannot meet the requirement of construction operation.
Summary of the invention
The object of the invention is: a kind of simple to operate, quick construction, safe and reliable is provided, and the laemodipodiform alien invasion super-high building structure attaching climbing frame that constantly can promote with the height of building structure and method for improving, to overcome the deficiencies in the prior art.
Technical scheme of the present invention: a kind of laemodipodiform alien invasion super-high building structure attaching climbing frame, comprise guide rail, can at the climbing frame support body of slide on rails and the keel plate be arranged in climbing frame support body, be fixedly connected with the guide rail on climbing frame support body by horizontal attached wall part near building structure side at climbing frame support body, horizontal attached wall part is fixed on the floor of building structure by pre-embedded bolt, keel plate in climbing frame support body is flexibly connected with collapsible turnover panel one end by automobile hinge, and the collapsible turnover panel other end is set up on the floor of building structure.
Aforesaid collapsible turnover panel is made up of the short turnover panel of more than two pieces and automobile hinge, the below of automobile gemel connection between two short turnover panels.
Aforesaid short turnover panel is provided with the first otic placode near building structure one end, and the first described otic placode is connected with last layer keel plate by wire rope.
Aforesaid horizontal attached wall part is provided with the second otic placode near climbing frame support body one end, and described second otic placode is connected with the suspension ring be arranged in last layer building structure by wire rope.
Keel plate in aforesaid climbing frame support body bottom is flexibly connected with long turnover panel one end by automobile hinge, and the long turnover panel other end is set up on the floor of building structure, and is connected with last layer keel plate by the third ear plate being arranged on the long turnover panel other end by wire rope.
Simultaneously, present invention also offers a kind of method for improving for above-mentioned laemodipodiform alien invasion super-high building structure attaching climbing frame, the method comprises the method for improving of existing super-high building structure attaching climbing frame, first the wire rope be connected with collapsible turnover panel and long turnover panel is upwards lifted, collapsible turnover panel and long turnover panel nature are drawn in climbing frame support body, then upwards slowly climbing frame support body is promoted, when the bottom of climbing frame support body is concordant with the floor of last layer building structure, stop the lifting of climbing frame support body, now remove the horizontal attached wall part below climbing frame support body, and moved to above climbing frame support body and be fixedly connected with the guide rail above climbing frame support body, then according to the clearance distance between climbing frame support body and building structure, horizontal development or the short turnover panel drawn on collapsible turnover panel, the short turnover panel on collapsible turnover panel is made to set up on the floor of building structure, final level launches the long turnover panel on climbing frame support body bottom, long turnover panel is made to set up equally on the floor of building structure, so just, can the gap between climbing frame support body and building structure be closed, repeating said process can make climbing frame support body constantly promote with the height of building building structure.
In aforesaid method, when the gap between climbing frame support body and building structure increases, increase the expansion quantity of the short turnover panel on collapsible turnover panel, make the short turnover panel level on collapsible turnover panel set up on the floor of building structure; During gap shrinks between climbing frame support body and building structure, reduce the expansion quantity of the short turnover panel on collapsible turnover panel, the short turnover panel level on collapsible turnover panel is set up on the floor of building structure.
The invention has the advantages that: the present invention is provided with foldable turnover panel between building structure and climbing frame support body, the length of turnover panel and joint number change along with outside vertical surface of building profile variations, thus when building structure outline changes, can ensure that the gap between building structure and climbing frame support body normally seals equally, effectively prevent falling object from high altitude or falling from high altitude, eliminate safe hidden trouble, avoid causing great social influence and economic loss.Meanwhile, climbing frame support body of the present invention constantly can promote with the height of building structure, only turnover panel need be drawn in climbing frame support body in lifting process, without the need to removing, effectively can improve efficiency of construction, the reduction of erection time, and can reuse, and saves construction cost.Therefore, the present invention is not only simple to operate, quick construction, safe and reliable, constantly can promote with the height of building structure, can also ensure that the gap between building structure and climbing frame support body normally seals, good sealing effect simultaneously.Compare with domestic and international similar technique level, only need do on existing climbing frame basis and change by a small margin, there is higher operability and practicality, and one-off construction good after, only need timing maintenance, later period maintenance is also more convenient, has wide popularizing application prospect.
Accompanying drawing explanation
Structural representation when Fig. 1 is the invention process;
Fig. 2 is the structural representation of the present invention when promoting;
Fig. 3 is structural representation when horizontal attached wall part is connected with guide rail in the present invention;
Fig. 4 is structural representation when foldable turnover panel is connected with climbing frame support body in the present invention;
Fig. 5 is structural representation when long turnover panel is connected with climbing frame support body in the present invention.
Description of reference numerals: 1-climbing frame support body, 2-keel plate, the horizontal attached wall part of 3-, 3.1-second otic placode, 4-wire rope, 5-pre-embedded bolt, the long turnover panel of 6-, 6.1-third ear plate, 7-building structure, the collapsible turnover panel of 8-, 8.1-automobile hinge, the short turnover panel of 8.2-, 8.3-first otic placode, 9-suspension ring, 10-guide rail.
Detailed description of the invention
In order to make the object, technical solutions and advantages of the present invention clearly, below in conjunction with drawings and Examples, the present invention is described in further detail.
Embodiments of the invention: see Fig. 1, a kind of laemodipodiform alien invasion super-high building structure attaching climbing frame of the present invention, comprise guide rail 1, the climbing frame support body 1 that can slide on guide rail 1 and the keel plate 2 be arranged in climbing frame support body 1, be fixedly connected with the guide rail 10 on climbing frame support body 1 by horizontal attached wall part 3 near building structure 7 side at climbing frame support body 1, see Fig. 3, horizontal attached wall part 3 is fixed on by pre-embedded bolt 5 on the floor of building structure 7, at horizontal attached wall part 3, climbing frame support body 1 one end is provided with the second otic placode 3.1 simultaneously, described second otic placode 3.1 is connected with the suspension ring 9 be arranged in last layer building structure 7 by wire rope 4.Keel plate 2 in described climbing frame support body 1 is flexibly connected with collapsible turnover panel 8 one end by automobile hinge 8.1, and collapsible turnover panel 8 other end is set up on the floor of building structure 7.See Fig. 4, described collapsible turnover panel 8 is made up of 3 pieces short turnover panels 8.2 and automobile hinge 8.1, automobile hinge 8.1 is connected to the below between two short turnover panels 8.2, at short turnover panel 8.2, building structure 7 one end is provided with the first otic placode 8.3, the first described otic placode 8.3 is connected with last layer keel plate 2 by wire rope 4.In order to improve the sealing in gap between climbing frame support body 1 and building structure 7 further, see Fig. 5, keel plate 2 in climbing frame support body 1 bottom is flexibly connected with long turnover panel 6 one end by automobile hinge 8.1, long turnover panel 6 other end is set up on the floor of building structure 7, and by wire rope 4, the third ear plate 6.1 being arranged on long turnover panel 6 other end is connected with last layer keel plate 2, the double seal in gap between climbing frame support body 1 and building structure 7 is so just realized by collapsible turnover panel 8 and long turnover panel 6.
Simultaneously, present invention also offers a kind of method for improving for above-mentioned laemodipodiform alien invasion super-high building structure attaching climbing frame, the method comprises the method for improving of existing super-high building structure attaching climbing frame, see Fig. 2, first the wire rope 4 be connected with collapsible turnover panel 8 and long turnover panel 6 is upwards lifted, collapsible turnover panel 8 and long turnover panel 6 nature are drawn in climbing frame support body 1, then upwards slowly climbing frame support body 1 is promoted, when the bottom of climbing frame support body 1 is concordant with the floor of last layer building structure 7, stop the lifting of climbing frame support body 1, now remove the horizontal attached wall part 3 below climbing frame support body 1, and moved to above climbing frame support body 1 and be fixedly connected with the guide rail 10 above climbing frame support body 1.Now just can according to the clearance distance between climbing frame support body 1 and building structure 7, horizontal development or the short turnover panel 8.2 drawn on collapsible turnover panel 8, see Fig. 1, when gap between climbing frame support body 1 and building structure 7 increases, increase the expansion quantity of the short turnover panel 8.2 on collapsible turnover panel 8, make short turnover panel 8.2 level on collapsible turnover panel 8 set up on the floor of building structure 7; During gap shrinks between climbing frame support body 1 and building structure 7, reduce the expansion quantity of the short turnover panel 8.2 on collapsible turnover panel 8, make the short turnover panel 8.2 on collapsible turnover panel 8 can level set up on the floor of building structure 7 equally.Final level launches the long turnover panel 6 on climbing frame support body 1 bottom, long turnover panel 6 is made to set up equally on the floor of building structure 7, so just, the gap between climbing frame support body 1 and building structure 7 can be closed, repeat said process and climbing frame support body 1 can be made constantly to promote with the height of building building structure 7.
Claims (7)
1. a laemodipodiform alien invasion super-high building structure attaching climbing frame, comprise guide rail (1), can at the upper climbing frame support body (1) slided of guide rail (1) and the keel plate (2) be arranged in climbing frame support body (1), it is characterized in that: be fixedly connected with the guide rail (10) on climbing frame support body (1) by horizontal attached wall part (3) near building structure (7) side at climbing frame support body (1), horizontal attached wall part (3) is fixed on the floor of building structure (7) by pre-embedded bolt (5), keel plate (2) in climbing frame support body (1) is flexibly connected with collapsible turnover panel (8) one end by automobile hinge (8.1), collapsible turnover panel (8) other end is set up on the floor of building structure (7).
2. laemodipodiform alien invasion super-high building structure attaching climbing frame according to claim 1, it is characterized in that: described collapsible turnover panel (8) is made up of the short turnover panel (8.2) of more than two pieces and automobile hinge (8.1), and automobile hinge (8.1) is connected to the below between two short turnover panels (8.2).
3. laemodipodiform alien invasion super-high building structure attaching climbing frame according to claim 2, it is characterized in that: described short turnover panel (8.2) is provided with the first otic placode (8.3) near building structure (7) one end, and described the first otic placode (8.3) is connected with last layer keel plate (2) by wire rope (4).
4. laemodipodiform alien invasion super-high building structure attaching climbing frame according to claim 1, it is characterized in that: described horizontal attached wall part (3) is provided with the second otic placode (3.1) near climbing frame support body (1) one end, and described second otic placode (3.1) is connected with the suspension ring (9) be arranged in last layer building structure (7) by wire rope (4).
5. laemodipodiform alien invasion super-high building structure attaching climbing frame according to claim 1, it is characterized in that: the keel plate (2) in described climbing frame support body (1) bottom is flexibly connected with long turnover panel (6) one end by automobile hinge (8.1), long turnover panel (6) other end is set up on the floor of building structure (7), and is connected with last layer keel plate (2) by the third ear plate (6.1) that wire rope (4) will be arranged on long turnover panel (6) other end.
6. the method for improving for the laemodipodiform alien invasion super-high building structure attaching climbing frame described in Claims 1 to 5 any one, comprise the method for improving of existing super-high building structure attaching climbing frame, it is characterized in that: first upwards lift the wire rope (4) be connected with collapsible turnover panel (8) and long turnover panel (6), collapsible turnover panel (8) and long turnover panel (6) nature are drawn in climbing frame support body (1), then upwards slowly climbing frame support body (1) is promoted, when the bottom of climbing frame support body (1) is concordant with the floor of last layer building structure (7), stop the lifting of climbing frame support body (1), now remove the horizontal attached wall part (3) of climbing frame support body (1) below, and moved to climbing frame support body (1) top with climbing frame support body (1) above guide rail (10) be fixedly connected with, then according to the clearance distance between climbing frame support body (1) and building structure (7), horizontal development or the short turnover panel (8.2) drawn on collapsible turnover panel (8), the short turnover panel (8.2) on collapsible turnover panel (8) is made to set up on the floor of building structure (7), final level launches the long turnover panel (6) on climbing frame support body (1) bottom, long turnover panel (6) is made to set up equally on the floor of building structure (7), so just, can the gap between climbing frame support body (1) and building structure (7) be closed, repeating said process can make climbing frame support body (1) constantly promote with the height of building building structure (7).
7. the method for improving of laemodipodiform alien invasion super-high building structure attaching climbing frame according to claim 6, it is characterized in that: when the gap between climbing frame support body (1) and building structure (7) increases, increase the expansion quantity of the short turnover panel (8.2) on collapsible turnover panel (8), make short turnover panel (8.2) level on collapsible turnover panel (8) set up on the floor of building structure (7); During gap shrinks between climbing frame support body (1) and building structure (7), reduce the expansion quantity of the short turnover panel (8.2) on collapsible turnover panel (8), make short turnover panel (8.2) level on collapsible turnover panel (8) set up on the floor of building structure (7).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201510438804.4A CN105525745A (en) | 2015-07-24 | 2015-07-24 | Bamboo joint type exterior facade super-high building structure attached climbing frame and lifting method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201510438804.4A CN105525745A (en) | 2015-07-24 | 2015-07-24 | Bamboo joint type exterior facade super-high building structure attached climbing frame and lifting method |
Publications (1)
Publication Number | Publication Date |
---|---|
CN105525745A true CN105525745A (en) | 2016-04-27 |
Family
ID=55768240
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201510438804.4A Pending CN105525745A (en) | 2015-07-24 | 2015-07-24 | Bamboo joint type exterior facade super-high building structure attached climbing frame and lifting method |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN105525745A (en) |
Cited By (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106351434A (en) * | 2016-10-11 | 2017-01-25 | 西安科技大学 | Bamboo joint-shaped facade super high-rise building structure adhesion type climbing frame and lifting method |
CN106958346A (en) * | 2017-04-16 | 2017-07-18 | 中铁三局集团建筑安装工程有限公司 | Curved surface high-rise building intellectuality attached lifting scaffold equipment and construction method |
CN108612298A (en) * | 2018-06-07 | 2018-10-02 | 重庆工业职业技术学院 | A kind of building outside climbing type CONSTRUCTION OPERATIONS platform |
CN109537865A (en) * | 2018-10-23 | 2019-03-29 | 中建局集团第建筑有限公司 | A kind of Super High multi-curvature variation camber line outer climbing frame |
CN110005185A (en) * | 2019-05-05 | 2019-07-12 | 上海建工一建集团有限公司 | A kind of single load bearing converting system and construction method |
CN111502225A (en) * | 2020-04-22 | 2020-08-07 | 南通安恒智能科技发展有限公司 | Construction method of attached lifting scaffold on variable-section super-high layer |
CN113073835A (en) * | 2021-04-25 | 2021-07-06 | 中国十九冶集团有限公司 | Outer protection frame installation auxiliary device and assembly arrangement structure thereof |
CN114250965A (en) * | 2021-12-28 | 2022-03-29 | 中国建筑第二工程局有限公司 | Climbing frame wall-attaching device for variable cross-section construction of high-rise building and construction method thereof |
CN115370121A (en) * | 2022-08-22 | 2022-11-22 | 中建四局第一建设有限公司 | Movable climbing frame structure convenient and fast to construct external wall |
Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0932277A (en) * | 1995-07-24 | 1997-02-04 | Yasuhiro Nakamura | Nacelle |
KR100832000B1 (en) * | 2007-07-19 | 2008-05-26 | 미진정공(주) | Gang form apparatus |
CN103422663A (en) * | 2013-01-25 | 2013-12-04 | 成都嘉泽正达科技有限公司 | Adhesive lifting scaffold |
CN203531344U (en) * | 2013-10-18 | 2014-04-09 | 浙江固华脚手架工程有限公司 | Tool type scaffold |
CN204139581U (en) * | 2014-07-18 | 2015-02-04 | 深圳市特辰科技股份有限公司 | Seal combination scaffold floor |
CN204850402U (en) * | 2015-07-24 | 2015-12-09 | 中建四局第一建筑工程有限公司 | Outer facade super high -rise building structure of bamboo joint shape is adhered to formula and is climbed frame |
-
2015
- 2015-07-24 CN CN201510438804.4A patent/CN105525745A/en active Pending
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0932277A (en) * | 1995-07-24 | 1997-02-04 | Yasuhiro Nakamura | Nacelle |
KR100832000B1 (en) * | 2007-07-19 | 2008-05-26 | 미진정공(주) | Gang form apparatus |
CN103422663A (en) * | 2013-01-25 | 2013-12-04 | 成都嘉泽正达科技有限公司 | Adhesive lifting scaffold |
CN203531344U (en) * | 2013-10-18 | 2014-04-09 | 浙江固华脚手架工程有限公司 | Tool type scaffold |
CN204139581U (en) * | 2014-07-18 | 2015-02-04 | 深圳市特辰科技股份有限公司 | Seal combination scaffold floor |
CN204850402U (en) * | 2015-07-24 | 2015-12-09 | 中建四局第一建筑工程有限公司 | Outer facade super high -rise building structure of bamboo joint shape is adhered to formula and is climbed frame |
Non-Patent Citations (2)
Title |
---|
刘杨: ""不规则造型超高层建筑导座式升降脚手架设计与施工"", 《施工技术》 * |
周建柱等: ""超高层导轨式爬架安全施工技术"", 《建筑技术》 * |
Cited By (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106351434A (en) * | 2016-10-11 | 2017-01-25 | 西安科技大学 | Bamboo joint-shaped facade super high-rise building structure adhesion type climbing frame and lifting method |
CN106351434B (en) * | 2016-10-11 | 2018-08-17 | 西安科技大学 | A kind of laemodipodiform alien invasion super-high building structure adhesion type climbing frame and method for improving |
CN106958346A (en) * | 2017-04-16 | 2017-07-18 | 中铁三局集团建筑安装工程有限公司 | Curved surface high-rise building intellectuality attached lifting scaffold equipment and construction method |
CN108612298A (en) * | 2018-06-07 | 2018-10-02 | 重庆工业职业技术学院 | A kind of building outside climbing type CONSTRUCTION OPERATIONS platform |
CN109537865A (en) * | 2018-10-23 | 2019-03-29 | 中建局集团第建筑有限公司 | A kind of Super High multi-curvature variation camber line outer climbing frame |
CN110005185A (en) * | 2019-05-05 | 2019-07-12 | 上海建工一建集团有限公司 | A kind of single load bearing converting system and construction method |
CN111502225A (en) * | 2020-04-22 | 2020-08-07 | 南通安恒智能科技发展有限公司 | Construction method of attached lifting scaffold on variable-section super-high layer |
CN113073835A (en) * | 2021-04-25 | 2021-07-06 | 中国十九冶集团有限公司 | Outer protection frame installation auxiliary device and assembly arrangement structure thereof |
CN114250965A (en) * | 2021-12-28 | 2022-03-29 | 中国建筑第二工程局有限公司 | Climbing frame wall-attaching device for variable cross-section construction of high-rise building and construction method thereof |
CN115370121A (en) * | 2022-08-22 | 2022-11-22 | 中建四局第一建设有限公司 | Movable climbing frame structure convenient and fast to construct external wall |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN105525745A (en) | Bamboo joint type exterior facade super-high building structure attached climbing frame and lifting method | |
CN103485460B (en) | Be convenient for changing the curtain wall of face glass | |
CN204850402U (en) | Outer facade super high -rise building structure of bamboo joint shape is adhered to formula and is climbed frame | |
CN106869368A (en) | A kind of assembling type steel structure external hanging type wallboard base-supporting attachment structure | |
CN105625645B (en) | Suspension type steel structure lighting skylight construction method | |
CN103452214B (en) | Back of the body bolt stone curtain wall | |
CN108517961A (en) | A kind of direct insertion installation node of quick assembling beam column of steel structure and its installation method | |
CN205557951U (en) | Novel local cast -in -place assembled coincide building roof boarding | |
CN203066412U (en) | Installing component of plug-in quickly-installed boards | |
CN205206105U (en) | Aluminum plate curtain system of cracking | |
CN203034640U (en) | Double-layer profiled steel plate compound insulation parapet system | |
CN107326813A (en) | A kind of attachment structure being connected applied to I-steel with beret truss | |
CN210067162U (en) | Waterproof stone curtain wall | |
CN201221160Y (en) | Water-proof structure of roof covering deformation joint | |
CN206174228U (en) | Component formula curtain based on mounting technology | |
CN204662728U (en) | A kind of Multifunction stainless steel curtain wall construction | |
CN203247783U (en) | Sliding support device of roofing steel-structure daylighting roof | |
CN209686741U (en) | Connecting joint structure at the top of a kind of assembled staircase of bifurcated type half space and stair | |
CN209585374U (en) | A kind of suspension type glass curtain wall construction | |
CN203613826U (en) | Mobile house | |
CN202850471U (en) | Lifting type operation platform for elevator well | |
CN205776968U (en) | A kind of curtain wall with superpower soundproof effect | |
CN205475918U (en) | Aluminum curtain wall system of cracking | |
CN204829968U (en) | Rain -proof cap is used to glass steel stack | |
CN204059997U (en) | A kind of suspension clamp structure of large glass curtain wall |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C06 | Publication | ||
PB01 | Publication | ||
C10 | Entry into substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
RJ01 | Rejection of invention patent application after publication |
Application publication date: 20160427 |
|
RJ01 | Rejection of invention patent application after publication |