CN113882648A - All-steel attached lifting scaffold equipment and construction method thereof - Google Patents
All-steel attached lifting scaffold equipment and construction method thereof Download PDFInfo
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- CN113882648A CN113882648A CN202111250938.5A CN202111250938A CN113882648A CN 113882648 A CN113882648 A CN 113882648A CN 202111250938 A CN202111250938 A CN 202111250938A CN 113882648 A CN113882648 A CN 113882648A
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- 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
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- 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
- E04G5/00—Component parts or accessories for scaffolds
-
- 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
- E04G5/00—Component parts or accessories for scaffolds
- E04G5/007—Devices and methods for erecting scaffolds, e.g. automatic scaffold erectors
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- 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
- E04G5/00—Component parts or accessories for scaffolds
- E04G5/04—Means for fastening, supporting, or bracing scaffolds on or against building constructions
- E04G5/046—Means for fastening, supporting, or bracing scaffolds on or against building constructions for fastening scaffoldings on walls
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- 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
- E04G5/00—Component parts or accessories for scaffolds
- E04G5/08—Scaffold boards or planks
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- 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
- E04G5/00—Component parts or accessories for scaffolds
- E04G5/14—Railings
- E04G5/142—Railings extensible or telescopic
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- 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
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- 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
- E04G5/00—Component parts or accessories for scaffolds
- E04G2005/008—Hoisting devices specially adapted as part of a scaffold system
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- 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
- E04G5/00—Component parts or accessories for scaffolds
- E04G5/14—Railings
- E04G2005/148—Railings latticed or netted
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Movable Scaffolding (AREA)
Abstract
The invention belongs to the technical field of building construction, and provides all-steel attached lifting scaffold equipment and a construction method. All-steel attached lifting scaffold equipment comprises: the three-dimensional frame structure comprises a three-dimensional frame structure, wherein a fixed vertical net is formed on one side of the three-dimensional frame structure, a plurality of main body panels are detachably mounted in the fixed vertical net, side panels are respectively detachably mounted on two opposite sides of the fixed vertical net, a fixed scaffold board and a foldable scaffold board are mounted at the bottom of the three-dimensional frame structure, and the foldable scaffold board is rotatably connected with the fixed scaffold board; and the cantilever beam type wall-attached support is connected with the three-dimensional frame structure. The all-steel attached lifting scaffold equipment is convenient for alternate construction, and the pressure and the cost in the construction period are reduced.
Description
Technical Field
The invention relates to the technical field of building construction, in particular to all-steel attached lifting scaffold equipment and a construction method thereof.
Background
In the related art, the protection of the outer vertical surface of the super high-rise building construction is one of the control points of engineering implementation. At present, aiming at buildings with conventional outer contour modeling and consistent peripheral structures, the adoption of all-steel attached lifting scaffolds basically becomes a common practice in the industry. Because the traditional all-steel attached lifting scaffold is vertically lifted and lowered up and down, and the position of the traditional all-steel attached lifting scaffold relative to the position of the outer contour structure is unchanged, the traditional all-steel attached lifting scaffold cannot be applied to the building engineering of which the outer contour structure is adjusted and changed layer by layer. In the past, steel pipe overhanging scaffolds are erected in sections to serve as an outer vertical surface protection means, and the invention aims to promote safe and civilized construction of the engineering and improvement of the engineering progress by innovatively applying all-steel attached lifting scaffolds to the engineering.
Disclosure of Invention
The present invention is directed to solving or improving the above technical problems.
The invention aims to provide all-steel attached lifting scaffold equipment and a construction method thereof.
To achieve the object of the present invention, an embodiment of the present invention provides an all-steel attached lifting scaffold apparatus, including: the three-dimensional framework structure is characterized in that one side of the three-dimensional framework structure forms a fixed vertical net, a plurality of main body panels are detachably mounted in the fixed vertical net, side panels are respectively detachably mounted on two opposite sides of the fixed vertical net, a fixed scaffold board and a foldable scaffold board are mounted at the bottom of the three-dimensional framework structure, and the foldable scaffold board is rotatably connected with the fixed scaffold board; and the cantilever beam type wall-attached support is connected with the three-dimensional frame structure.
In this technical scheme, solved traditional inserted lift scaffold and can't be applied to the problem that many change outline super high-rise building construction needs, compare in traditional steel pipe scaffold construction safe convenient more, more convenient in alternate construction, reduced construction period pressure and cost.
In addition, the technical scheme provided by the invention can also have the following additional technical characteristics:
among the above-mentioned technical scheme, the size of main part panel is greater than the size of side panel.
Among the above-mentioned technical scheme, can turn over a formula scaffold board and realize being connected with fixed scaffold board rotation through bolt and rope.
Among the above-mentioned technical scheme, the tip of one side of outrigger formula attaches the wall support is angle adjustable attaches the wall support, attaches wall support and is connected with three-dimensional frame structure can dismantle.
In the above technical solution, further comprising: the detachable auxiliary board is detachably connected to the fixed scaffold board and can be selectively arranged to cover gaps between the three-dimensional frame structure and other structures or avoid conflict with other structures.
Among the above-mentioned technical scheme, all steel attached lift scaffold equipment still includes: the turnover vertical net is arranged opposite to the turnover scaffold board and is rotatably connected with the fixed vertical net.
The second purpose of the invention is to provide a construction method of all-steel attached lifting scaffold equipment, which comprises the following steps: based on a design drawing of all-steel attached lifting scaffold equipment, modeling is performed through a building information model to determine the installation inclination angle of the all-steel attached lifting scaffold equipment and the combination condition of a main body panel and a side panel during initial installation, and an initial installation working condition diagram is drawn; modeling and deducing the change of all-steel attached lifting scaffold equipment in the climbing process of each floor through a building information model, and designing a combination method of frame members when climbing to each floor; adjusting the all-steel attached lifting scaffold equipment before climbing; assembling all-steel attached lifting scaffold equipment; hoisting all-steel attached lifting scaffold equipment to the primary-installed floor mounting rack; adjusting the initial inclination angle of the cantilever beam type wall-attached support, and obliquely installing and attaching the cantilever beam type wall-attached support on the three-dimensional frame structure; and adjusting the turnover vertical net, the turnover scaffold board and/or the side board, and performing climbing construction after adjustment.
In the above technical solution, the combination method includes: when the protective vertical nets at the crossed parts of the surfaces of the all-steel attached lifting scaffold equipment after climbing are overlapped or have large gaps due to the change of the outline of the outer vertical surface, the turnover vertical nets are rotated to stagger conflicts or block the gaps; and/or when the scaffold boards at the intersection part of the surfaces of the all-steel attached lifting scaffold equipment after climbing are overlapped or have larger gaps due to the change of the outline of the outer vertical surface, the turnover scaffold boards are rotated to stagger the conflict or reduce the gaps; and/or when the frame body cannot be closed or the collision of the frame bodies on two sides cannot be avoided after the all-steel attached lifting scaffold equipment climbs due to larger outline change of the outer vertical surface, the frame body is closed or the collision of the frame bodies on two sides is avoided by dismounting or mounting a main body panel or a side panel; and/or when the bottom conflicts with the structure or a gap exists after the all-steel attached lifting scaffold equipment is climbed due to the change of the outline of the outer vertical face, the number of the detachable auxiliary plates is increased or decreased to ensure the fitting property of the auxiliary plates and the three-dimensional frame structure, and the conflict with the three-dimensional frame structure is avoided.
Additional aspects and advantages of the invention will be set forth in part in the description which follows, and in part will be obvious from the description, or may be learned by practice of the invention.
Drawings
Fig. 1 is a schematic perspective view of an all-steel attached lifting scaffold apparatus according to an embodiment of the present invention;
fig. 2 is a partial perspective view of an all-steel attached lifting scaffold apparatus according to some embodiments of the present invention.
Fig. 3 is a schematic view of a foldable type vertical net of the all-steel attached type lifting scaffold device according to some embodiments of the present invention.
Fig. 4 is a schematic view of a foldable scaffold board of the all-steel attached lifting scaffold apparatus according to some embodiments of the present invention.
Fig. 5 is a schematic view of a fixed scaffold plate of an all-steel attached lifting scaffold apparatus according to some embodiments of the present invention.
Fig. 6 is a schematic view of outrigger type wall attachment supports of the all-steel attached lifting scaffold apparatus according to some embodiments of the present invention.
Fig. 7 is a flow chart illustrating a construction method of the all-steel attached lifting scaffold device according to some embodiments of the present invention.
Reference numerals:
1. a main body panel; 2. a side panel; 3. the foldable vertical net can be turned over; 4. the foldable scaffold board is arranged; 5. the auxiliary plate can be added and removed; 6. a cantilever beam type wall-attached support; 8. a fixed scaffold board; 9. erecting a rod; 10. a fixed vertical net; 11. a pin type rotatable support; 12. a rope; 13. square steel; 14. a cantilever bar; 15. a bolt; 16. channel steel cantilever beams; 17. a wall-attached support; 18. a sleeve.
Detailed Description
In order that the above objects, features and advantages of the present invention can be more clearly understood, a more particular description of the invention will be rendered by reference to the appended drawings. It should be noted that the embodiments and features of the embodiments of the present application may be combined with each other without conflict.
In the following description, numerous specific details are set forth in order to provide a thorough understanding of the present invention, however, the present invention may be practiced in other ways than those specifically described herein, and therefore the scope of the present invention is not limited by the specific embodiments disclosed below.
The technical solutions of some embodiments of the present invention are described below with reference to fig. 1 to 7.
As shown in fig. 1, there is provided an all-steel attached lifting scaffold apparatus, including: three-dimensional frame structure, can turn over folding formula vertical net and outrigger formula and attach wall support.
Wherein, all steel attached lifting scaffold equipment can be for short climbed. The three-dimensional frame structure comprises upright rods 9 and frames, the three-dimensional frame structure is enclosed by the upright rods 9 and the frames, as shown in fig. 1 and fig. 2, one side of the three-dimensional frame structure forms a fixed vertical net 10, a plurality of main body panels 1 are detachably mounted in the fixed vertical net 10, side panels 2 are respectively detachably mounted on two opposite sides of the fixed vertical net 10, the main body panel 1 with the width of 2000mm forms a climbing frame single-side main body frame, the side panels 2 with the width of 600mm are mounted on two sides, the foldable vertical net 3 and the foldable scaffold plates 4 are mounted at the intersection of the surfaces at the corners of the climbing frame. The side panels 2 can gradually adjust the size of the scaffold by installing or removing the side panels 2 mainly when the attached scaffold is changed along with the change of the three-dimensional frame structure. Fixed scaffold board 8 and can turn over a formula scaffold board 4 are installed to three-dimensional frame construction's bottom, can turn over a formula scaffold board 4 and rotate with fixed scaffold board 8 and be connected. As shown in fig. 5, the bottom of the fixed scaffold board 8 is supported on the cubic frame through the square steel 13 and the cantilever bar 14 penetrating through the square steel 13, and the foldable scaffold board 4 is mainly staggered or reduced in clearance through the foldable scaffold board 4 when the scaffold board conflicts or a larger clearance exists at the intersection of the surface and the face due to structural change. The foldable vertical net 3 is opposite to the foldable scaffold board 4, and the foldable vertical net 3 is rotatably connected with the fixed vertical net 10. As shown in fig. 3, one end of the foldable vertical net 3 is connected to one side of the fixed vertical net 10 through a pin-type rotatable support 11, and can be folded laterally, and mainly when the intersection of the surface and the surface of the attached scaffold is adjusted along with the structural change to cause a small range of conflict or gap, the conflict or gap is staggered or blocked through the foldable vertical net.
The cantilever beam type wall-attached support 6 is connected with the three-dimensional frame structure. The cantilever beam type wall-attached support 6 can be arranged in a plurality of ways so as to ensure the structural strength of the cantilever beam type wall-attached support 6. A plurality of outrigger formula attaches wall support 6 and separates the setting each other, and a plurality of outrigger formula attaches wall support 6 and is connected with space frame structure respectively, and two adjacent outrigger formulas attach between the wall support 6 from being close to fixed scaffold board to keeping away from the direction of fixed scaffold board and be provided with a plurality of increase and tear down subplates 5. The detachable auxiliary plate 5 is positioned at the bottom of the climbing frame, and the cantilever type wall-attached support 6 can be connected to the 2-4 floors of the covered floors of the climbing frame. The detachable auxiliary plate 5 is formed by combining a plurality of auxiliary plates with the width of 300 and the length of the same unit body, and is mainly used for ensuring the fitting property with the structure by increasing or decreasing the number of the auxiliary plates when the bottom of the attached scaffold changes along with the outer contour and conflicts with the structure or gaps exist, so that the structural conflict is avoided. The cantilever type wall-attached support 6 is detachably connected to the fixed scaffold board 8, and the detachable auxiliary board 5 is constructed to selectively cover the gap between the three-dimensional frame structure and other structures in the using process or avoid conflict.
The size of the main body panel 1 is larger than that of the side panel 2, so that the main body panel is more convenient to replace and install the side panel 2.
As shown in fig. 4, the foldable scaffold board 4 is rotatably connected with the fixed scaffold board 8 through a bolt and a rope 12.
As shown in fig. 6, the end of one side of the outrigger type wall-attached support 6 is an angle-adjustable wall-attached support 17, and the wall-attached support 17 is detachably connected with the three-dimensional frame structure. The climbing frame can be integrally and obliquely installed by adjusting the angle of the wall-attached support 17. The other side of the cantilever beam type wall-attached support 6 is connected with the floor slab through a bolt 15 and a sleeve 18 and is fixed on the floor slab. The cantilever beam type wall-attached support 6 comprises a channel steel cantilever beam 16, one side of which is connected with the floor slab through a bolt 15 and a sleeve 18 of M30 and is fixed on the floor slab.
As shown in fig. 7, the construction method of the all-steel attached lifting scaffold equipment adopts the all-steel attached lifting scaffold equipment, and the construction method includes the following steps:
step 101: the design drawing of the all-steel attached lifting scaffold equipment is used as a basis, the building information model is modeled, the installation inclination angle of the all-steel attached lifting scaffold equipment and the combination condition of the main body panel and the side panel during initial installation are determined, and an initial installation working condition diagram is drawn.
Step 102: the change of all-steel attached lifting scaffold equipment in the climbing process of each floor is deduced through building information model modeling, and a combination method of the frame members when climbing to each floor is designed.
Step 103: the all-steel attached lifting scaffold equipment is adjusted before climbing.
The climbing of the all-steel attached lifting scaffold equipment can be adjusted according to the combination method before climbing.
Step 104: and assembling the all-steel attached lifting scaffold equipment.
Step 105: and lifting the all-steel attached lifting scaffold equipment to the initially installed floor mounting frame.
The all-steel attached lifting scaffold equipment can be lifted to the initially-installed floor mounting frame according to the initially-installed working condition diagram.
Step 106: and adjusting the initial inclination angle of the cantilever beam type wall-attached support, and obliquely installing and attaching the cantilever beam type wall-attached support to the three-dimensional frame structure.
Step 107: the adjustable turnover vertical net, turnover scaffold board and side board are used for climbing construction after adjustment.
The foldable vertical net, the foldable scaffold board and the side board can be adjusted according to a combination method, and the detachable auxiliary board can also be adjusted.
The combination method comprises the following steps:
when the protective vertical nets at the crossed parts of the surfaces of the all-steel attached lifting scaffold equipment after climbing are overlapped or have large gaps due to the change of the outline of the outer vertical surface, the turnover vertical nets are rotated to stagger conflicts or block the gaps; and/or
When the scaffold plates at the intersection part of the surfaces of all-steel attached lifting scaffold equipment after climbing are overlapped or have larger gaps due to the change of the outline of the outer vertical surface, the turnover scaffold plates are rotated to stagger conflicts or reduce the gaps; and/or
When the frame body cannot be closed or the collision of the frame bodies on two sides is avoided after the all-steel attached lifting scaffold equipment is climbed due to larger outline change of the outer vertical surface, the frame body is closed or the collision of the frame bodies on two sides is avoided by dismounting or mounting a main body panel or a side panel; and/or
When the bottom conflicts with the structure or a gap exists after the all-steel attached lifting scaffold equipment is climbed due to the change of the outline of the outer vertical face, the number of the detachable auxiliary plates is increased or decreased to ensure the fitting performance of the auxiliary plates and the three-dimensional frame structure, and the conflict with the three-dimensional frame structure is avoided.
The embodiment of the invention has the beneficial effects that:
the all-steel attached lifting scaffold equipment and the construction method thereof in the application provide a construction method of a changeable-outline super-high-rise all-steel attached lifting scaffold, the installation and climbing processes are simple, all components are standardized components, and turnover can be achieved, so that the use efficiency is greatly improved.
In the present invention, the terms "first", "second", and "third" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance; the term "plurality" means two or more unless expressly limited otherwise. The terms "mounted," "connected," "fixed," and the like are to be construed broadly, and for example, "connected" may be a fixed connection, a removable connection, or an integral connection; "coupled" may be direct or indirect through an intermediary. The specific meanings of the above terms in the present invention can be understood by those skilled in the art according to specific situations.
In the description of the present invention, it is to be understood that the terms "upper", "lower", "left", "right", "front", "rear", and the like indicate orientations or positional relationships based on those shown in the drawings, and are only for convenience of description and simplification of description, but do not indicate or imply that the referred device or unit must have a specific direction, be constructed in a specific orientation, and be operated, and thus, should not be construed as limiting the present invention.
In the description herein, the description of the terms "one embodiment," "some embodiments," "specific embodiments," etc., means that a particular feature, structure, material, or characteristic described in connection with the embodiment or example is included in at least one embodiment or example of the invention. In this specification, the schematic representations of the terms used above do not necessarily refer to the same embodiment or example. Furthermore, the particular features, structures, materials, or characteristics described may be combined in any suitable manner in any one or more embodiments or examples.
The above is only a preferred embodiment of the present invention, and is not intended to limit the present invention, and various modifications and changes will occur to those skilled in the art. Any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention should be included in the protection scope of the present invention.
Claims (8)
1. An all-steel attached lifting scaffold apparatus, comprising:
the three-dimensional frame structure is characterized in that one side of the three-dimensional frame structure forms a fixed vertical net, a plurality of main body panels are detachably mounted in the fixed vertical net, side panels are respectively detachably mounted on two opposite sides of the fixed vertical net, a fixed scaffold board and a foldable scaffold board are mounted at the bottom of the three-dimensional frame structure, and the foldable scaffold board is rotatably connected with the fixed scaffold board;
and the cantilever beam type wall-attached support is connected with the three-dimensional frame structure.
2. An all-steel attached lifting scaffold apparatus according to claim 1, characterized in that the size of the main body panel is larger than the size of the side panels.
3. An all-steel attachment lifting scaffold apparatus as claimed in claim 1 wherein said foldable scaffold board is pivotally connected to said fixed scaffold board by means of pins and cables.
4. An all-steel attached lifting scaffold device according to any one of claims 1 to 3, wherein the end of one side of the cantilever beam type wall attaching support is an angle-adjustable wall attaching support which is detachably connected with the three-dimensional frame structure.
5. An all-steel attached lifting scaffold apparatus according to any of claims 1 to 3, further comprising:
and the detachable auxiliary plate is detachably connected to the fixed scaffold plate and can be selectively arranged to cover the gap between the three-dimensional frame structure and other structures or avoid the conflict with the other structures.
6. An all-steel attached lifting scaffold apparatus according to any of claims 1 to 3, further comprising
Can turn over a formula vertical net, its with can turn over a formula scaffold board and set up relatively, just can turn over a formula vertical net with fixed vertical net rotates and is connected.
7. A construction method of all-steel attached lifting scaffold equipment is characterized by comprising the following steps:
based on the design drawing of the all-steel attached lifting scaffold equipment, modeling is carried out through a building information model to determine the installation inclination angle of the all-steel attached lifting scaffold equipment and the combination condition of a main body panel and a side panel during initial installation, and an initial installation working condition diagram is drawn;
modeling and deducing the change of the all-steel attached lifting scaffold equipment in the process of climbing to each floor through the building information model, and designing an assembling method of a frame body member when climbing to each floor;
adjusting before the all-steel attached lifting scaffold equipment climbs;
assembling the all-steel attached lifting scaffold equipment;
hoisting the all-steel attached lifting scaffold equipment to a primary-installed floor mounting rack;
adjusting the initial inclination angle of the cantilever beam type wall-attached support, and obliquely installing and attaching the cantilever beam type wall-attached support on the three-dimensional frame structure;
and adjusting the turnover vertical net, the turnover scaffold board and/or the side panel, and performing climbing construction after adjustment.
8. The construction method of the all-steel attached lifting scaffold device according to claim 7, wherein the assembling method comprises:
when the protective vertical nets at the crossed parts of the surfaces of the all-steel attached lifting scaffold equipment after climbing are overlapped or have large gaps due to the change of the outline of the outer vertical surface, the turnover vertical nets are rotated to stagger the conflict or block the gaps; and/or
When the scaffold plates at the intersection part of the surfaces of the all-steel attached lifting scaffold equipment after climbing are overlapped or have larger gaps due to the change of the outline of the outer vertical surface, the foldable scaffold plates are rotated to stagger the conflict or reduce the gaps; and/or
When the frame body cannot be closed or the collision of the frame bodies on two sides cannot be avoided after the all-steel attached lifting scaffold equipment is climbed due to larger outline change of the outer vertical surface, the frame body is closed or the collision of the frame bodies on two sides is avoided by dismounting or mounting a main body panel or a side panel; and/or
When the bottom of the all-steel attached lifting scaffold equipment conflicts with the structure or a gap exists after climbing due to the change of the outline of the outer vertical face, the number of the auxiliary plates which can be increased or decreased is increased or decreased to ensure the fitting property of the auxiliary plates with the three-dimensional frame structure, and the conflict with the three-dimensional frame structure is avoided.
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| CN202111250938.5A CN113882648A (en) | 2021-10-26 | 2021-10-26 | All-steel attached lifting scaffold equipment and construction method thereof |
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| CN202111250938.5A CN113882648A (en) | 2021-10-26 | 2021-10-26 | All-steel attached lifting scaffold equipment and construction method thereof |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115263006A (en) * | 2022-06-08 | 2022-11-01 | 中铁建工集团有限公司 | Folding horizontal safety net supporting system and mounting and dismounting method thereof |
| CN115526007A (en) * | 2022-11-23 | 2022-12-27 | 山东高速德建集团有限公司 | Robot mechanical modeling method, device and terminal for attached lifting scaffold |
Citations (20)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2818654Y (en) * | 2005-07-12 | 2006-09-20 | 上海市第二建筑有限公司 | Self-walking straight-arm overhead operating platform |
| CN102108784A (en) * | 2011-03-18 | 2011-06-29 | 北城致远集团有限公司 | Special attached lifting scaffold |
| CN104420641A (en) * | 2013-09-03 | 2015-03-18 | 中铁建工集团有限公司 | Extensible lifting construction platform |
| CN204676868U (en) * | 2015-06-05 | 2015-09-30 | 广东建星建筑设备有限公司 | A kind of attachment type raise scaffold expansion bracket being applied to special-shaped building body |
| CN105089262A (en) * | 2014-05-22 | 2015-11-25 | 马永洪 | All steel-structure implementary scaffold |
| CN205063332U (en) * | 2015-09-30 | 2016-03-02 | 中建六局建设发展有限公司 | A creeping formwork structure of climbing for wall body variable cross section department |
| CN206158153U (en) * | 2016-06-28 | 2017-05-10 | 中建三局第二建设工程有限责任公司 | Be used for outer flexible automatic regulating apparatus that twists reverse of a level that climbs |
| 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 |
| CN206448505U (en) * | 2016-09-30 | 2017-08-29 | 山西四建集团有限公司 | Adjustable draw and insert-type all steel attachment type raise scaffold back cover panel assembly |
| CN207847062U (en) * | 2018-01-16 | 2018-09-11 | 佛山市构业宝安防科技有限公司 | A kind of telescopic upright bar scaffold board in interval |
| CN208518310U (en) * | 2018-07-10 | 2019-02-19 | 宁夏天鹰同创建筑技术有限公司 | All steel type attachment type raise scaffold |
| CN209339576U (en) * | 2018-12-12 | 2019-09-03 | 北京千引力科技发展有限公司 | A kind of scaffold board device of attachment type raise scaffold |
| CN110359696A (en) * | 2019-07-25 | 2019-10-22 | 广州市第二建筑工程有限公司 | A kind of adjustable attachment type raise scaffold and its tiltedly climb method |
| CN110593548A (en) * | 2019-10-10 | 2019-12-20 | 河北国信升安贸易有限公司 | Inclined type lifting climbing frame with triple anti-falling mechanisms and adjustable angle and lifting method thereof |
| CN110593547A (en) * | 2019-09-24 | 2019-12-20 | 陕西百斯特工程技术有限公司 | Frame body structure based on attached lifting scaffold and construction method thereof |
| CN210508327U (en) * | 2019-08-16 | 2020-05-12 | 浙江开邦建筑科技有限公司 | A scaffolding sub-board and flap for scaffolding |
| CN111424952A (en) * | 2020-03-04 | 2020-07-17 | 山东大学 | Climb a corner connecting device and climb a assembly |
| CN211114738U (en) * | 2019-10-25 | 2020-07-28 | 汪亮 | Telescopic and turnable scaffold board for attached lifting scaffold |
| CN212836630U (en) * | 2020-07-16 | 2021-03-30 | 江西金力建筑机械设备有限责任公司 | All-steel integrated operation scaffold |
| CN214302811U (en) * | 2020-12-31 | 2021-09-28 | 西安建筑科技大学 | Self-adaptive all-steel attached lifting scaffold in micro-tilt building |
-
2021
- 2021-10-26 CN CN202111250938.5A patent/CN113882648A/en active Pending
Patent Citations (20)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2818654Y (en) * | 2005-07-12 | 2006-09-20 | 上海市第二建筑有限公司 | Self-walking straight-arm overhead operating platform |
| CN102108784A (en) * | 2011-03-18 | 2011-06-29 | 北城致远集团有限公司 | Special attached lifting scaffold |
| CN104420641A (en) * | 2013-09-03 | 2015-03-18 | 中铁建工集团有限公司 | Extensible lifting construction platform |
| CN105089262A (en) * | 2014-05-22 | 2015-11-25 | 马永洪 | All steel-structure implementary scaffold |
| CN204676868U (en) * | 2015-06-05 | 2015-09-30 | 广东建星建筑设备有限公司 | A kind of attachment type raise scaffold expansion bracket being applied to special-shaped building body |
| CN205063332U (en) * | 2015-09-30 | 2016-03-02 | 中建六局建设发展有限公司 | A creeping formwork structure of climbing for wall body variable cross section department |
| CN206158153U (en) * | 2016-06-28 | 2017-05-10 | 中建三局第二建设工程有限责任公司 | Be used for outer flexible automatic regulating apparatus that twists reverse of a level that climbs |
| CN206448505U (en) * | 2016-09-30 | 2017-08-29 | 山西四建集团有限公司 | Adjustable draw and insert-type all steel attachment type raise scaffold back cover panel assembly |
| 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 |
| CN207847062U (en) * | 2018-01-16 | 2018-09-11 | 佛山市构业宝安防科技有限公司 | A kind of telescopic upright bar scaffold board in interval |
| CN208518310U (en) * | 2018-07-10 | 2019-02-19 | 宁夏天鹰同创建筑技术有限公司 | All steel type attachment type raise scaffold |
| CN209339576U (en) * | 2018-12-12 | 2019-09-03 | 北京千引力科技发展有限公司 | A kind of scaffold board device of attachment type raise scaffold |
| CN110359696A (en) * | 2019-07-25 | 2019-10-22 | 广州市第二建筑工程有限公司 | A kind of adjustable attachment type raise scaffold and its tiltedly climb method |
| CN210508327U (en) * | 2019-08-16 | 2020-05-12 | 浙江开邦建筑科技有限公司 | A scaffolding sub-board and flap for scaffolding |
| CN110593547A (en) * | 2019-09-24 | 2019-12-20 | 陕西百斯特工程技术有限公司 | Frame body structure based on attached lifting scaffold and construction method thereof |
| CN110593548A (en) * | 2019-10-10 | 2019-12-20 | 河北国信升安贸易有限公司 | Inclined type lifting climbing frame with triple anti-falling mechanisms and adjustable angle and lifting method thereof |
| CN211114738U (en) * | 2019-10-25 | 2020-07-28 | 汪亮 | Telescopic and turnable scaffold board for attached lifting scaffold |
| CN111424952A (en) * | 2020-03-04 | 2020-07-17 | 山东大学 | Climb a corner connecting device and climb a assembly |
| CN212836630U (en) * | 2020-07-16 | 2021-03-30 | 江西金力建筑机械设备有限责任公司 | All-steel integrated operation scaffold |
| CN214302811U (en) * | 2020-12-31 | 2021-09-28 | 西安建筑科技大学 | Self-adaptive all-steel attached lifting scaffold in micro-tilt building |
Non-Patent Citations (1)
| Title |
|---|
| 刘俊岩: "《高层建筑施工》", 同济大学出版社, pages: 310 - 317 * |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115263006A (en) * | 2022-06-08 | 2022-11-01 | 中铁建工集团有限公司 | Folding horizontal safety net supporting system and mounting and dismounting method thereof |
| CN115263006B (en) * | 2022-06-08 | 2023-09-26 | 中铁建工集团有限公司 | Folding horizontal safety net supporting system and mounting and dismounting method thereof |
| CN115526007A (en) * | 2022-11-23 | 2022-12-27 | 山东高速德建集团有限公司 | Robot mechanical modeling method, device and terminal for attached lifting scaffold |
| CN115526007B (en) * | 2022-11-23 | 2023-03-10 | 山东高速德建集团有限公司 | Robot mechanical modeling method, device and terminal for attached lifting scaffold |
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