CN106088565B - Attachment type raise scaffold tiltedly climbs method and attachment type raise scaffold - Google Patents
Attachment type raise scaffold tiltedly climbs method and attachment type raise scaffold Download PDFInfo
- Publication number
- CN106088565B CN106088565B CN201610607450.6A CN201610607450A CN106088565B CN 106088565 B CN106088565 B CN 106088565B CN 201610607450 A CN201610607450 A CN 201610607450A CN 106088565 B CN106088565 B CN 106088565B
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- frame body
- attachment
- girder steel
- scalable
- raise scaffold
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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
- E04G3/30—Mobile scaffolds; Scaffolds with mobile platforms suspended by flexible supporting elements, e.g. cables
-
- 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
- E04G3/30—Mobile scaffolds; Scaffolds with mobile platforms suspended by flexible supporting elements, e.g. cables
- E04G3/32—Hoisting devices; Safety devices
-
- 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
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Movable Scaffolding (AREA)
- Working Measures On Existing Buildindgs (AREA)
Abstract
Method and scaffold tiltedly are climbed the present invention provides a kind of scaffold, method is the following steps are included: frame body vertically climbs；Frame body rises to building inclination position, first unclamps the through-wall bolt of the scalable attachment girder steel in third road, the frame body of scaffold is pulled to building structure；The through-wall bolt of the fixed scalable attachment girder steel in third road, loosens the through-wall bolt of the scalable attachment girder steel of second, the frame body of scaffold is pulled to building structure with chain block；The through-wall bolt of the fixed scalable attachment girder steel of second, the roof racks of scaffold are first held with chain block, simultaneously unclamp first and third road it is scalable attachment girder steel through-wall bolt, the bottom frame body of scaffold is pulled to building structure, frame body is adjusted to parallel with building structure alien invasion.A kind of scaffold tiltedly climbs method and scaffold, can be used for the construction of inclined building, constructs more convenient, more intelligent, can save a large amount of construction materials and labour.
Description
Technical field
Method and attachment type raise scaffold tiltedly are climbed the present invention relates to attachment type raise scaffold, belongs to engineering construction skill
Art field.
Background technique
Attachment type raise scaffold is that building field construction has to the structure used, with attachment type raise scaffold skill
The continuous development of art, attachment type raise scaffold occur and are widely adopted in construction, and attachment type raise scaffold is
Finger is set up certain altitude and is attached in engineering structure, by itself lifting device and device, can successively climb with engineering structure
It rises or declines, and the outer attachment type raise scaffold with overturn-preventing, falling proof device, be commonly called as climbing frame.Current adhesion type liter
Scaffold is dropped mainly for vertical architectural design, and is applied to the construction vertically built.When the profile of building changes, such as
When inclination, generallys use overhanging type attachment type raise scaffold and protected.Overhanging type attachment type raise scaffold is divided into two kinds:
One is every layer one to choose, and bottom of upright rod is withstood on the construction sites such as floor, beam or wall, is inclined outwardly after fixing, at an upper portion thereof
Cross bar, paving scaffold board formation construction layer are set up, layer height of constructing after being transferred to upper layer, then sets up adhesion type lifting foot again
Hand cradle carries out one layer of construction；Another is multilayer cantilever, the attachment type raise scaffold of overall height is divided into several segments, often
Section scaffolding height is no more than 20m, makees attachment type raise scaffold basis segmentation overhanging segmented-erection using Cantilever Beams or suspension scaffold
Attachment type raise scaffold can set up the attachment type raise scaffold more than 50m or more, overhanging type attachment using such method
Formula elevating scaffold alien invasion must completely set bridging.In this way, when building structure successively changes, adhesion type lifting
The more difficult setting of the attachment device of scaffold, therefore off-load cannot be completed, so that the load of climbing frame is passed to building structure, using big
Measure construction material, a large amount of labours.
Utility model content
Based on the above deficiency, the technical problem to be solved by the present invention is to provide a kind of the oblique of attachment type raise scaffold
Method and attachment type raise scaffold are climbed, can be used for the construction of inclined building, is constructed more convenient, it is more intelligent, it can
To save a large amount of construction materials and labour.
In order to solve the above technical problems, the utility model uses following technical scheme:
A kind of attachment type raise scaffold, including frame body, the scalable attachment girder steel being mounted in every layer of building structure, peace
Mounted in the scalable guide wheel for adhering to girder steel end, it is mounted on the guide rail cooperated on frame body with the guide wheel, electric block and mentions
Wirerope is risen, the frame body includes upper spandrel girder and lower spandrel girder, and the electric block is mounted on spandrel girder, is held under described
Pulley blocks, the hook connection of described boom hoist cable one end and electric block are installed, the other end bypasses pulley blocks simultaneously on weight beam
It is connect with scalable attachment girder steel, the scalable attachment girder steel includes pedestal, and strip mounting hole is provided in the pedestal.
Spacing is provided with contact block along the vertical direction on the frame body, be additionally provided on the scalable attachment girder steel with
The contact bar of the contact block phase contact, the contact bar and the scalable attachment girder steel are hinged, the contact bar with can
Extension spring is provided between flexible attachment girder steel.
Spacing is provided with voussoir along the vertical direction on the frame body, and the voussoir bottom setting is fluted, described scalable
The mandril with the voussoir bottom phase contact is additionally provided on attachment girder steel, the mandril and the scalable attachment girder steel are cut with scissors
It connects, the mandrel ends profile and the groove profile are adapted, and are provided between the mandril and scalable attachment girder steel
Extension spring.
Round bar is arranged in spacing along the vertical direction on the frame body, is arranged strut on scalable attachment girder steel, strut and
Scalable attachment girder steel is hinged, and the end of strut is provided with the arc groove of portion's round bar cooperation, strut and scalable attachment girder steel it
Between extension spring is installed.
The frame body includes vertical main framework and horizontally-supported truss, and the vertical main framework includes being square the four of distribution
Root upright bar, the horizontally-supported truss include square frame and support rod, and the square frame is arranged in the support rod
Diagonal angle, the square box are arranged between the adjacent upright bar.
Also spacing is provided with several keel plates for construction personnel's walking construction, the keel plate one on the frame body
Divide and be mounted in the frame body, a part is stretched out outside the frame body, is also cut with scissors in the part that the keel plate stretches out outside the frame body
It is connected to the turnover panel for connecting the keel plate with building structure.
It further include the inclined chord reinforced to the upright bar, the inclined chord is inclined between adjacent upright bar.
Interior bridging piece is additionally provided on the inside of the frame body.
A kind of attachment type raise scaffold tiltedly climbs method, comprising the following steps:
(1) frame body vertically climbs；
(2) when frame body rises to building inclination position, the through-wall bolt of the scalable attachment girder steel in third road is first unclamped, so
The frame body of attachment type raise scaffold is pulled to building structure with chain block in the regime of elastic deformation of steel afterwards；
(3) then the through-wall bolt of the scalable attachment girder steel in fixed third road loosens the scalable attachment girder steel of second
Then the frame body of attachment type raise scaffold is pulled to building with chain block in the regime of elastic deformation of steel by through-wall bolt
Structure, the scalable attachment girder steel of second are located at the lower section of the scalable attachment girder steel in the third road；
(4) through-wall bolt of the scalable attachment girder steel of fixed second, first holds adhesion type self-lifting scaffold with chain block
The roof racks of frame, at the same unclamp first and third road it is scalable attachment girder steel through-wall bolt, in the flexible deformation of steel
The bottom frame body of attachment type raise scaffold is pulled to building structure with chain block in range, and frame body is adjusted to and is built
Structure alien invasion is parallel, and first of scalable attachment girder steel is located at the lower section of the scalable attachment girder steel of the second；
(5) frame body is successively upward climbs.
It further include that off-load is carried out to the frame body after step (4), by the step of the load transfer of frame body to building structure
Suddenly.
Using above technical scheme, the utility model achieves following technical effect:
Attachment type raise scaffold of the present invention tiltedly climbs method, can be successively regular interior with effective solution building structure
Construction and security protection problem when receipts or evagination are constructed more convenient, more intelligently than current architecture configuration periphery suspension scaffold
Change, a large amount of construction materials and labour can be saved.
Detailed description of the invention
Fig. 1 is that the straight of attachment type raise scaffold of the present invention climbs structure chart；
Fig. 2 is that the oblique of attachment type raise scaffold of the present invention climbs structure chart；
Fig. 3 is the structure chart of the scalable attachment girder steel of attachment type raise scaffold of the present invention.
Specific embodiment
As shown in Figure 1-Figure 3, it the present invention provides a kind of attachment type raise scaffold, including frame body 1, is mounted on every layer and builds
Scalable attachment girder steel 2 on building structure, the guide wheel for being mounted on scalable attachment 2 end of girder steel, be mounted on frame body 1 with it is described
Guide rail, electric block 3 and the boom hoist cable 4 of guide wheel cooperation, the frame body 1 include upper spandrel girder 5 and lower spandrel girder 6, institute
It states electric block 3 to be mounted on spandrel girder 5, pulley blocks 7, described 4 one end of boom hoist cable is installed on the lower spandrel girder 6
It is connect with the hook of electric block 3, the other end is around pulley blocks 7 and connect with scalable attachment girder steel 2, the scalable attachment
Girder steel 2 includes pedestal, is provided with strip mounting hole 22 in the pedestal, securing plate 23 is provided between mounting hole.By stretching
The through-wall bolt of mounting hole 22 and nut are combined and scalable attachment girder steel 2 can be fixed in building structure out, when tiltedly climbing,
It only needs to unclamp nut without removing, then moves scalable attachment girder steel along mounting hole direction, it is adjustable scalable
Adhere to the extension elongation of girder steel.
Further, the frame body 1 includes vertical main framework and horizontally-supported truss, and the vertical main framework includes in side
Four upright bars 11 of shape distribution, the horizontally-supported truss includes square frame 12 and support rod 13, and the support rod 13 is set
The diagonal angle in the square frame 12 is set, the square frame 12 is arranged between the adjacent upright bar 11.Adjacent upright bar 11
Between be additionally provided with the inclined chord 14 reinforced to upright bar 11, inclined chord 14 is inclined between adjacent upright bar 11.
Wherein, also spacing is provided with several keel plates 15 for construction personnel's walking construction, the keel plate 15 on frame body 1
A part is mounted in the frame body 1, and a part is stretched out outside the frame body 1, is stretched out outside the frame body 1 in the keel plate 15
Part is also hinged with the turnover panel 16 for connecting the keel plate 15 with building structure.
Wherein, guide rail is arranged in pairs, and spacing is arranged in side of the frame body close to building structure, along vertical side on frame body 1
Spacing is provided with voussoir, voussoir is arranged between the guide rails, and the setting of voussoir bottom is fluted, and the side of voussoir is inclined-plane, described
The mandril with the voussoir bottom phase contact, the mandril and the scalable attachment are additionally provided on scalable attachment girder steel 2
Girder steel 2 is hinged, and the mandrel ends profile and the groove profile are adapted.Also pacify between mandril and scalable attachment girder steel
Equipped with extension spring.With climbing for frame body 1, mandril can be slided with opposing cleats, when frame body 1 climbs to corresponding building
When layer to be onstructed, under the action of extension spring, the groove phase contact of mandril and voussoir can play a supporting role to frame body 1.
In other specific embodiments, can also on frame body along the vertical direction spacing be arranged round bar, on scalable attachment girder steel
Strut is set, and strut and scalable attachment girder steel are hinged, and the end of strut is provided with the arc groove that portion's round bar cooperates, strut and can
Extension spring is installed between flexible attachment girder steel, can also play the supporting role to frame body 1.
Further, catching device is additionally provided on frame body 1.Safety net is additionally provided in 1 periphery of frame body, and safety net is by frame
In body 1 is enclosed in.It is provided with hanging seat 8 in building structure, is connected with and unloads between hanging seat 8 and the scalable attachment girder steel 2
Lotus wirerope 9.Interior bridging piece is additionally provided on the keel plate 15, interior bridging piece is for reducing between keel plate 15 and building structure
Distance.
Method tiltedly is climbed the present invention also provides a kind of attachment type raise scaffold applied to inclined building construction, is wrapped
Include following steps:
(1) frame body vertically climbs along building structure；
(2) when frame body rises to building inclination position, the through-wall bolt of the scalable attachment girder steel 30 in third road is first unclamped
Nut, but do not remove, then in the regime of elastic deformation of steel with chain block the frame of attachment type raise scaffold
Body pulls to building structure, and scalable attachment girder steel 30 is also moved into building structure therewith；
(3) through-wall bolt of the scalable attachment girder steel 30 in fixed third road, then loosens the scalable attachment girder steel of second
The nut of 20 through-wall bolt, but do not remove, then use chain block adhesion type liter in the regime of elastic deformation of steel
The frame body lower part of drop scaffold pulls to building structure, and scalable attachment girder steel 20 is also moved into building structure therewith, and described the
Two scalable attachment girder steels 20 are located at the lower section of the scalable attachment girder steel 30 in the third road；
(4) through-wall bolt of the scalable attachment girder steel 20 of fixed second, first holds adhesion type lifting foot with chain block
The roof racks of hand cradle, while unclamping the spiral shell through walls of the scalable attachment girder steel 30 of first of scalable attachment girder steel 10 and third road
The bottom frame body of attachment type raise scaffold is pulled to building structure with chain block in the regime of elastic deformation of steel by bolt,
And frame body is adjusted to parallel with building structure alien invasion, first of scalable attachment girder steel 10 is located at the second can
The lower section of flexible attachment girder steel 20；
(5) off-load is carried out to the frame body, by the load transfer of frame body to building structure；
(6) frame body is successively upward climbs.
Attachment type raise scaffold of the present invention tiltedly climbs method, can be successively regular interior with effective solution building structure
Construction and security protection problem when receipts or evagination are constructed more convenient, more intelligently than current architecture configuration periphery suspension scaffold
Change, a large amount of construction materials and labour can be saved.
Finally, it should be noted that the above is only the preferred embodiment of the utility model, it is not limited to practical
It is novel, although the utility model is described in detail referring to embodiment, for those skilled in the art, according to
It is so possible to modify the technical solutions described in the foregoing embodiments, or part of technical characteristic is equally replaced
It changes, but within the spirit and principle of the utility model, any modification, equivalent replacement, improvement and so on should all include
It is within the protection scope of the utility model.
Claims (7)
1. a kind of attachment type raise scaffold, it is characterised in that: including frame body, be mounted on it is scalable attached in every layer of building structure
Girder steel, be mounted on scalable attachment girder steel end guide wheel, be mounted on frame body and the guide rail of guide wheel cooperation, electronic calabash
Reed and boom hoist cable, the frame body include upper spandrel girder and lower spandrel girder, and the electric block is mounted on spandrel girder,
Pulley blocks, the hook connection of described boom hoist cable one end and electric block are installed, the other end bypasses on the lower spandrel girder
Pulley blocks are simultaneously connect with scalable attachment girder steel, and the scalable attachment girder steel includes pedestal, is provided with strip in the pedestal
Shape mounting hole；Spacing is provided with voussoir along the vertical direction on the frame body, and the voussoir bottom setting is fluted, described scalable
The mandril with the voussoir bottom phase contact is additionally provided on attachment girder steel, the mandril and the scalable attachment girder steel are cut with scissors
It connects, the mandrel ends profile and the groove profile are adapted, and are provided between the mandril and scalable attachment girder steel
Extension spring.
2. attachment type raise scaffold according to claim 1, it is characterised in that: the frame body include vertical main framework and
Horizontally-supported truss, the vertical main framework include four upright bars of distribution of being square, and the horizontally-supported truss includes rectangular
The diagonal angle of the square frame is arranged in frame and support rod, the support rod, and the square box is arranged adjacent described
Between upright bar.
3. attachment type raise scaffold according to claim 2, it is characterised in that: also spacing is provided on the frame body
Several keel plates for construction personnel's walking construction, described keel plate a part are mounted in the frame body, and a part stretches out institute
It states outside frame body, is also hinged in the part that the keel plate stretches out outside the frame body and connect the keel plate with building structure
Turnover panel.
4. attachment type raise scaffold according to claim 2, it is characterised in that: further include being reinforced to the upright bar
Inclined chord, the inclined chord is inclined between adjacent upright bar.
5. attachment type raise scaffold according to claim 1, it is characterised in that: in being additionally provided on the inside of the frame body
Bridging piece.
6. a kind of attachment type raise scaffold tiltedly climbs method, which comprises the following steps:
(1) frame body vertically climbs；
(2) when frame body rises to building inclination position, the through-wall bolt of the scalable attachment girder steel in third road is first unclamped, is then existed
The frame body of attachment type raise scaffold is pulled to building structure with chain block in the regime of elastic deformation of steel；
(3) then the through-wall bolt of the scalable attachment girder steel in fixed third road loosens the through walls of the scalable attachment girder steel of second
Then the frame body of attachment type raise scaffold is pulled to building knot with chain block in the regime of elastic deformation of steel by bolt
Structure, the scalable attachment girder steel of second are located at the lower section of the scalable attachment girder steel in the third road；
(4) through-wall bolt of the scalable attachment girder steel of fixed second, first holds attachment type raise scaffold with chain block
Roof racks, at the same unclamp first and third road it is scalable attachment girder steel through-wall bolt, in the regime of elastic deformation of steel
It is interior that the bottom frame body of attachment type raise scaffold is pulled to building structure with chain block, and frame body is adjusted to and building structure
Alien invasion is parallel, and first of scalable attachment girder steel is located at the lower section of the scalable attachment girder steel of the second；
(5) frame body is successively upward climbs.
7. attachment type raise scaffold according to claim 6 tiltedly climbs method, it is characterised in that: after step (4)
It further include that off-load is carried out to the frame body, the step of by the load transfer of frame body to building structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
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| CN201610607450.6A CN106088565B (en) | 2016-07-28 | 2016-07-28 | Attachment type raise scaffold tiltedly climbs method and attachment type raise scaffold |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610607450.6A CN106088565B (en) | 2016-07-28 | 2016-07-28 | Attachment type raise scaffold tiltedly climbs method and attachment type raise scaffold |
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| CN106088565A CN106088565A (en) | 2016-11-09 |
| CN106088565B true CN106088565B (en) | 2019-03-05 |
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| 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 |
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| 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 |
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