CN106088565A - The method of tiltedly climbing of attachment type raise scaffold and attachment type raise scaffold - Google Patents
The method of tiltedly climbing of attachment type raise scaffold and attachment type raise scaffold Download PDFInfo
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- CN106088565A CN106088565A CN201610607450.6A CN201610607450A CN106088565A CN 106088565 A CN106088565 A CN 106088565A CN 201610607450 A CN201610607450 A CN 201610607450A CN 106088565 A CN106088565 A CN 106088565A
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- attachment
- support body
- 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)
- Working Measures On Existing Buildindgs (AREA)
- Movable Scaffolding (AREA)
Abstract
The invention provides method of tiltedly climbing and the scaffold of a kind of scaffold, method comprises the following steps: support body vertically climbs；Support body rises to building inclination position, first unclamps the through-wall bolt of the 3rd scalable attachment in road girder steel, the support body of scaffold is pulled to building structure；Fix the through-wall bolt of the 3rd scalable attachment in road girder steel, loosen the through-wall bolt of second scalable attachment girder steel, with chain block, the support body of scaffold is pulled to building structure；The through-wall bolt of fixing second scalable attachment girder steel, the roof racks of scaffold is first held with chain block, unclamp first and the through-wall bolt of the 3rd scalable attachment in road girder steel simultaneously, the bottom support body of scaffold is pulled to building structure, support body is adjusted to parallel with building structure alien invasion.A kind of method of tiltedly climbing of scaffold and scaffold, may be used for the construction of inclined building, constructs convenient, more intelligent, can save a large amount of construction material and labour force.
Description
Technical field
The present invention relates to method of tiltedly climbing and the attachment type raise scaffold of attachment type raise scaffold, belong to engineering construction skill
Art field.
Background technology
Attachment type raise scaffold is the structure that building field construction have to be used, along with attachment type raise scaffold skill
The development of art, attachment type raise scaffold occurs and is widely adopted in construction, and attachment type raise scaffold is
Refer to set up certain altitude and be attached in engineering structure, rely on jacking equipment and the device of self, successively can climb with engineering structure
Rise or decline, and there is the outer attachment type raise scaffold of overturn-preventing, falling proof device, being commonly called as climbing frame.Current adhesion type liter
Fall scaffold is mainly for vertical architectural design, and is applied to the construction vertically built.When the profile of building changes, as
During inclination, overhanging type attachment type raise scaffold is generally used to protect.Overhanging type attachment type raise scaffold is divided into two kinds:
One is every layer one and chooses, and bottom of upright rod withstands on the construction sites such as floor, beam or body of wall, outward-dipping fixing after, at an upper portion thereof
Set up cross bar, paving scaffold board forms construction layer, a floor height of constructing, and after proceeding to upper strata, more again sets up adhesion type lifting foot
Hand cradle, carries out last layer construction；Another is multilayer cantilever, the attachment type raise scaffold of overall height is divided into some sections, often
Section scaffolding height less than 20m, utilizes Cantilever Beams or suspension scaffold to make the segmentation of attachment type raise scaffold basis and encorbelments segmented-erection
Attachment type raise scaffold, utilizes this kind of method can set up the attachment type raise scaffold more than more than 50m, and overhanging type is adhered to
Formula elevating scaffold alien invasion must completely set bridging.Adopting in this way, when building structure successively changes, adhesion type lifts
The more difficult setting of attachment device of scaffold, therefore can not complete off-load, makes the load of climbing frame pass to building structure, and application is big
Amount construction material, a large amount of labour forces.
Summary of the invention
Based on above not enough, the technical problem to be solved in the present invention is to provide the tiltedly side of climbing of a kind of attachment type raise scaffold
Method and attachment type raise scaffold, may be used for the construction of inclined building, constructs convenient, more intelligent, Ke Yijie
About a large amount of construction materials and labour force.
In order to solve above technical problem, present invention employs techniques below scheme:
A kind of attachment type raise scaffold, the scalable attachment girder steel including support body, being arranged in every layer of building structure, peace
It is contained in the guide wheel of scalable attachment girder steel end, is arranged on support body guide rail, the electric block coordinated with described guide wheel and carries
Rise steel wire rope, described support body includes spandrel girder and lower spandrel girder, and described electric block is arranged on spandrel girder, described under hold
Being provided with assembly pulley on weight beam, described boom hoist cable one end is connected with the hook of electric block, and the other end walks around assembly pulley also
Being connected with scalable attachment girder steel, described scalable attachment girder steel includes base, is provided with strip and installs in described base
Hole.
On described support body, vertically spacing is provided with contact block, described scalable attachment girder steel is additionally provided with
The contact bar of described contact block phase contact, described contact bar is hinged with described scalable attachment girder steel, described contact bar with can
It is provided with stretching spring between flexible attachment girder steel.
On described support body, vertically spacing is provided with voussoir, is provided with groove bottom described voussoir, described scalable
Be additionally provided with on attachment girder steel with described voussoir bottom the push rod of phase contact, described push rod cuts with scissors with described scalable attachment girder steel
Connecing, described push rod end profile adapts with described groove profile, is provided with between described push rod and scalable attachment girder steel
Stretching spring.
On described support body, vertically spacing arranges round bar, arranges pole on scalable attachment girder steel, pole with
Scalable attachment girder steel is hinged, and the end of pole is provided with the arcuate groove that portion round bar coordinates, pole and scalable attachment girder steel it
Between install stretching spring.
Described support body includes vertical main framework and horizontal support truss, and described vertical main framework includes the four of the distribution that is square
Root vertical rod, described horizontal support truss includes that quadra and support bar, described support bar are arranged on described quadra
At diagonal angle, described square box is arranged between described adjacent vertical rod.
On described support body, also spacing is provided with the keel plate of some constructions of walking for workmen, described keel plate one
Dividing and be arranged in described support body, a part is stretched out outside described support body, and the part outside described keel plate stretches out described support body is also cut with scissors
It is connected to the turnover panel being connected by described keel plate with building structure.
Also including the inclined chord reinforcing described vertical rod, described inclined chord is inclined between adjacent vertical rod.
Interior bridging piece it is additionally provided with inside described support body.
A kind of method of tiltedly climbing of attachment type raise scaffold, comprises the following steps:
(1) support body vertically climbs；
(2), when support body rises to building inclination position, the through-wall bolt of the 3rd scalable attachment in road girder steel is first unclamped, so
After in the regime of elastic deformation of steel, with chain block, the support body of attachment type raise scaffold is pulled to building structure；
(3) fix the through-wall bolt of the 3rd scalable attachment in road girder steel, then loosen second scalable attachment girder steel
Through-wall bolt, then pulls to building with chain block the support body of attachment type raise scaffold in the regime of elastic deformation of steel
Structure, described second scalable attachment girder steel is positioned at the lower section of the described 3rd scalable attachment in road girder steel；
(4) through-wall bolt of fixing second scalable attachment girder steel, first holds adhesion type self-lifting scaffold with chain block
The roof racks of frame, unclamps first and the through-wall bolt of the 3rd scalable attachment in road girder steel, in the elastic deformation of steel simultaneously
In the range of with chain block, the bottom support body of attachment type raise scaffold is pulled to building structure, and support body is adjusted to and builds
Structure alien invasion is parallel, and described first scalable attachment girder steel is positioned at the lower section of described second scalable attachment girder steel；
(5) support body is the most upward climbs.
Also include described support body is carried out off-load, by the step of the load transfer of support body to building structure after step (4)
Suddenly.
Using above technical scheme, the present invention achieves techniques below effect:
The method of tiltedly climbing of attachment type raise scaffold of the present invention, can effectively solve building structure the most regular interior
Construction when receipts or evagination and a security protection difficult problem, more convenient than the construction of current architecture configuration periphery suspension scaffold, more intelligent
Change, a large amount of construction material and labour force can be saved.
Accompanying drawing explanation
Fig. 1 be attachment type raise scaffold of the present invention directly climb structure chart；
Fig. 2 be attachment type raise scaffold of the present invention tiltedly climb structure chart；
Fig. 3 is the structure chart of the scalable attachment girder steel of attachment type raise scaffold of the present invention.
Detailed description of the invention
As shown in Figure 1-Figure 3, the invention provides a kind of attachment type raise scaffold, including support body 1, be arranged on every layer and build
Scalable attachment girder steel 2 on building structure, it is arranged on the guide wheel of scalable attachment girder steel 2 end, is arranged on support body 1 with described
Guide rail, electric block 3 and the boom hoist cable 4 that guide wheel coordinates, described support body 1 includes spandrel girder 5 and lower spandrel girder 6, institute
State electric block 3 to be arranged on spandrel girder 5, described lower spandrel girder 6 is provided with assembly pulley 7, described boom hoist cable 4 one end
Being connected with the hook of electric block 3, the other end is walked around assembly pulley 7 and is connected with scalable attachment girder steel 2, described scalable attachment
Girder steel 2 includes base, is provided with strip installing hole 22 in described base, is provided with securing plate 23 between installing hole.By stretching
The through-wall bolt and the nut that go out installing hole 22 combine and can be fixed in building structure by scalable attachment girder steel 2, when tiltedly climbing,
Have only to unclamp nut and do not take off, then scalable attachment girder steel is moved along installing hole direction, can regulate scalable
The extension elongation of attachment girder steel.
Further, described support body 1 includes vertical main framework and horizontal support truss, and described vertical main framework includes in side
Four vertical rods 11 of shape distribution, described horizontal support truss includes that quadra 12 and support bar 13, described support bar 13 set
Putting at the diagonal angle of described quadra 12, described quadra 12 is arranged between described adjacent vertical rod 11.Adjacent vertical rod 11
Between be additionally provided with the inclined chord 14 that vertical rod 11 is reinforced, inclined chord 14 is inclined between adjacent vertical rod 11.
Wherein, on support body 1, also spacing is provided with the keel plate 15 of some constructions of walking for workmen, described keel plate 15
A part is arranged in described support body 1, and a part is stretched out outside described support body 1, outside described keel plate 15 stretches out described support body 1
Part is also hinged with the turnover panel 16 being connected by described keel plate 15 with building structure.
Wherein, guide rail is arranged in pairs, and spacing is arranged on the support body side near building structure, along vertically side on support body 1
Spacing is provided with voussoir, and voussoir is arranged between the guide rails, is provided with groove bottom voussoir, and the side of voussoir is inclined-plane, described
Be additionally provided with on scalable attachment girder steel 2 with described voussoir bottom the push rod 21 of phase contact, described push rod 21 is scalable with described
Attachment girder steel 2 is hinged, and described push rod end profile adapts with described groove profile.Between push rod and scalable attachment girder steel
It is also equipped with stretching spring.Along with climbing of support body 1, push rod 21 can slide with opposing cleats, when support body 1 climbs accordingly
During the layer to be onstructed of building, under the effect of stretching spring, push rod and the groove phase contact of voussoir, can play support body 1
Supporting role.In other detailed description of the invention, it is also possible on support body, vertically spacing arranges round bar, scalable attached
And arrange pole on girder steel, pole is hinged with scalable attachment girder steel, and the end of pole is provided with the arcuate groove that portion's round bar coordinates,
Stretching spring is installed between pole and scalable attachment girder steel, also can play the supporting role to support body 1.
Further, support body 1 is additionally provided with catching device.Being additionally provided with safety net in support body 1 periphery, safety net is by frame
In body 1 is enclosed in.Building structure is provided with hanging seat 8, connects between hanging seat 8 and described scalable attachment girder steel 2 and unload
Lotus steel wire rope 9.Being additionally provided with interior bridging piece 10 on described keel plate 15, interior bridging piece 10 is used for reducing keel plate 15 and building structure
Between distance.
Present invention also offers a kind of method of tiltedly climbing of attachment type raise scaffold being applied to inclined building construction, bag
Include following steps:
(1) support body vertically climbs along building structure；
(2), when support body rises to building inclination position, the through-wall bolt of the 3rd scalable attachment in road girder steel 30 is first unclamped
Nut, but do not take off, 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 moves the most therewith in building structure；
(3) fix the through-wall bolt of the 3rd scalable attachment in road girder steel 30, then loosen second scalable attachment girder steel
The nut of the through-wall bolt of 20, but do not take off, then use chain block adhesion type liter in the regime of elastic deformation of steel
The support body bottom of fall scaffold pulls to building structure, and scalable attachment girder steel 20 moves the most therewith in building structure, and described the
The two scalable attachment in road girder steels 20 are positioned at the lower section of the described 3rd scalable attachment in road girder steel 30；
(4) through-wall bolt of fixing second scalable attachment girder steel 20, first holds adhesion type lifting foot with chain block
The roof racks of hand cradle, unclamps first scalable attachment girder steel 10 and the spiral shell through walls of the 3rd scalable attachment in road girder steel 30 simultaneously
Bolt, pulls to building structure with chain block the bottom support body of attachment type raise scaffold in the regime of elastic deformation of steel,
And support body being adjusted to parallel with building structure alien invasion, described first scalable attachment girder steel 10 is positioned at described second can
The lower section of flexible attachment girder steel 20；
(5) described support body is carried out off-load, by the load transfer of support body to building structure；
(6) support body is the most upward climbs.
The method of tiltedly climbing of attachment type raise scaffold of the present invention, can effectively solve building structure the most regular interior
Construction when receipts or evagination and a security protection difficult problem, more convenient than the construction of current architecture configuration periphery suspension scaffold, more intelligent
Change, a large amount of construction material and labour force can be saved.
Finally it is noted that these are only the preferred embodiments of the present invention, it is not limited to the present invention, although
Being described in detail the present invention with reference to embodiment, for a person skilled in the art, it still can be to aforementioned
Technical scheme described in each embodiment is modified, or wherein portion of techniques feature carries out equivalent, but all
Within the spirit and principles in the present invention, any modification, equivalent substitution and improvement etc. made, should be included in the protection of the present invention
Within the scope of.
Claims (10)
1. an attachment type raise scaffold, it is characterised in that: include support body, be arranged in every layer of building structure scalable attached
Girder steel, be arranged on the guide wheel of scalable attachment girder steel end, be arranged on support body the guide rail coordinated with described guide wheel, electronic calabash
Reed and boom hoist cable, described support body includes spandrel girder and lower spandrel girder, and described electric block is arranged on spandrel girder,
Being provided with assembly pulley on described lower spandrel girder, described boom hoist cable one end is connected with the hook of electric block, and the other end is walked around
Assembly pulley is also connected with scalable attachment girder steel, and described scalable attachment girder steel includes base, is provided with strip in described base
Shape installing hole.
Attachment type raise scaffold the most according to claim 1, it is characterised in that: on described support body vertically between
Away from being provided with contact block, described scalable attachment girder steel is additionally provided with and the contact bar of described contact block phase contact, described top
Support rod is hinged with described scalable attachment girder steel, is provided with stretching spring between described contact bar and scalable attachment girder steel.
Attachment type raise scaffold the most according to claim 2, it is characterised in that: vertically spacing on described support body
Be provided with voussoir, bottom described voussoir, be provided with groove, described scalable attachment girder steel is additionally provided with described voussoir bottom
The push rod of phase contact, described push rod is hinged with described scalable attachment girder steel, described push rod end profile and described groove profile
Adapt, between described push rod and scalable attachment girder steel, be provided with stretching spring.
Attachment type raise scaffold the most according to claim 2, it is characterised in that: on described support body vertically between
Away from arranging round bar, arranging pole on scalable attachment girder steel, pole is hinged with scalable attachment girder steel, and the end of pole is arranged
There is the arcuate groove that portion's round bar coordinates, stretching spring is installed between pole and scalable attachment girder steel.
Attachment type raise scaffold the most according to claim 1, it is characterised in that: described support body include vertical main framework and
Horizontal support truss, described vertical main framework includes four vertical rods being distributed that are square, and described horizontal support truss includes square
Framework and support bar, described support bar is arranged at the diagonal angle of described quadra, and described square box is arranged on described adjacent
Between vertical rod.
Attachment type raise scaffold the most according to claim 5, it is characterised in that: on described support body, also spacing is provided with
The keel plate of some constructions of walking for workmen, a described keel plate part is arranged in described support body, and a part stretches out institute
Stating outside support body, the part outside described keel plate stretches out described support body is also hinged with and is connected with building structure by described keel plate
Turnover panel.
Attachment type raise scaffold the most according to claim 1, it is characterised in that: also include described vertical rod is reinforced
Inclined chord, described inclined chord is inclined between adjacent vertical rod.
Attachment type raise scaffold the most according to claim 1, it is characterised in that: in being additionally provided with inside described support body
Bridging piece.
9. the method for tiltedly climbing of an attachment type raise scaffold, it is characterised in that comprise the following steps:
(1) support body vertically climbs；
(2), when support body rises to building inclination position, first unclamp the through-wall bolt of the 3rd scalable attachment in road girder steel, then exist
The interior chain block of regime of elastic deformation of steel pulls to building structure the support body of attachment type raise scaffold；
(3) fix the through-wall bolt of the 3rd scalable attachment in road girder steel, then loosen the through walls of second scalable attachment girder steel
Bolt, then pulls to building knot with chain block the support body of attachment type raise scaffold in the regime of elastic deformation of steel
Structure, described second scalable attachment girder steel is positioned at the lower section of the described 3rd scalable attachment in road girder steel；
(4) through-wall bolt of fixing second scalable attachment girder steel, first holds attachment type raise scaffold with chain block
Roof racks, unclamps first and the through-wall bolt of the 3rd scalable attachment in road girder steel, in the regime of elastic deformation of steel simultaneously
Interior chain block pulls to building structure the bottom support body of attachment type raise scaffold, and is adjusted to by support body and building structure
Alien invasion is parallel, and described first scalable attachment girder steel is positioned at the lower section of described second scalable attachment girder steel；
(5) support body is the most upward climbs.
The method of tiltedly climbing of attachment type raise scaffold the most according to claim 9, it is characterised in that: after step (4)
Also include described support body being carried out off-load, by the step of the load transfer of support body to building structure.
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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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| 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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| CN106088565B CN106088565B (en) | 2019-03-05 |
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| 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 |
| CN107165403A (en) * | 2017-05-31 | 2017-09-15 | 广西互恒建筑材料有限公司 | Sheet-type support |
| CN107268971A (en) * | 2017-07-05 | 2017-10-20 | 中国建筑第二工程局有限公司 | A kind of super high rise building it is dual from hoisting type outer climbing frame and application process |
| CN107299757A (en) * | 2017-05-31 | 2017-10-27 | 广西互恒建筑材料有限公司 | Channel-section steel sheet-type support |
| CN108643547A (en) * | 2018-06-01 | 2018-10-12 | 广东奇正科技有限公司 | A kind of horizontally movable elevating scaffold |
| CN109372246A (en) * | 2018-12-19 | 2019-02-22 | 山东朗冠建筑工程有限公司 | Adjustable rigidity oblique pull wall-attached supporting seat, application and method |
| 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 |
| CN109629813A (en) * | 2019-01-03 | 2019-04-16 | 中国建筑第五工程局有限公司 | A kind of arc gradual change is interior to receive structure attached lifting scaffold |
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| 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 |
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| CN107299757A (en) * | 2017-05-31 | 2017-10-27 | 广西互恒建筑材料有限公司 | Channel-section steel sheet-type support |
| CN107268971B (en) * | 2017-07-05 | 2023-07-18 | 中国建筑第二工程局有限公司 | Dual self-lifting type external climbing frame for super high-rise building and application method |
| CN107268971A (en) * | 2017-07-05 | 2017-10-20 | 中国建筑第二工程局有限公司 | A kind of super high rise building it is dual from hoisting type outer climbing frame and application process |
| CN108643547A (en) * | 2018-06-01 | 2018-10-12 | 广东奇正科技有限公司 | A kind of horizontally movable elevating scaffold |
| 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 |
| CN109372246A (en) * | 2018-12-19 | 2019-02-22 | 山东朗冠建筑工程有限公司 | Adjustable rigidity oblique pull wall-attached supporting seat, application and method |
| CN109629813A (en) * | 2019-01-03 | 2019-04-16 | 中国建筑第五工程局有限公司 | A kind of arc gradual change is interior to receive structure attached lifting 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 |
| CN110541556B (en) * | 2019-09-11 | 2022-04-01 | 云南建投建筑机械有限公司 | Attached lifting scaffold and climbing method |
| CN110541556A (en) * | 2019-09-11 | 2019-12-06 | 云南建投建筑机械有限公司 | Attached lifting scaffold and climbing method |
| CN111395184A (en) * | 2020-03-31 | 2020-07-10 | 云南工程建设总承包股份有限公司 | System and method for constructing high pier with gradually-changed section by using electric bridge type scaffold platform |
| CN113216590A (en) * | 2021-05-13 | 2021-08-06 | 中建一局集团建设发展有限公司 | Hanging seat system on cantilever structure and construction method |
| CN114232968A (en) * | 2021-12-09 | 2022-03-25 | 中国一冶集团有限公司 | Attached lifting scaffold device |
| CN114232968B (en) * | 2021-12-09 | 2024-03-26 | 中国一冶集团有限公司 | Attached lifting scaffold device |
| WO2023240815A1 (en) * | 2022-06-13 | 2023-12-21 | 上海建工一建集团有限公司 | Implementation scaffold for inclined wall and method for using same |
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