CN206034880U - Attached type lifting scaffold - Google Patents
Attached type lifting scaffold Download PDFInfo
- Publication number
- CN206034880U CN206034880U CN201620809148.4U CN201620809148U CN206034880U CN 206034880 U CN206034880 U CN 206034880U CN 201620809148 U CN201620809148 U CN 201620809148U CN 206034880 U CN206034880 U CN 206034880U
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- CN
- China
- Prior art keywords
- girder steel
- support body
- scalable
- attachment
- raise scaffold
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Abstract
The utility model provides an attached type lifting scaffold, including the support body, install scalable on every layer of building structure adhere to the girder steel, install the scalable guide pulley that adheres to the girder steel tip, install on the support body with guide pulley complex guide rail, electric block and hoisting cable, the support body includes spandrel girder and lower spandrel girder, electric block installs on last spandrel girder, install the assembly pulley down on the spandrel girder, hoisting cable one end is connected with electric block's couple, and the other end is walked around the assembly pulley and is connected with the scalable girder steel that adheres to, the scalable girder steel that adheres to includes the base, be provided with rectangular form mounting hole in the base. The utility model provides an attached type lifting scaffold can be used for inclining the construction of building, and it is more convenient, more intelligent to be under construction, can practice thrift a large amount of building material and labour.
Description
Technical field
The utility model is related to attachment type raise scaffold, belongs to field of engineering building.
Background technology
Attachment type raise scaffold is the structure that building field construction has to use, 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 jacking equipment and device, can successively climb with engineering structure
Rise or decline, and the outer attachment type raise scaffold with overturn-preventing, falling proof device, it is commonly called as climbing frame.Current adhesion type liter
Drop scaffold is mainly for vertical architectural design, and is applied to the construction of vertical building.When the profile of building changes, such as
During inclination, generally protected using overhanging type attachment type raise scaffold.Overhanging type attachment type raise scaffold is divided into two kinds：
One kind is per layer one and chooses, and bottom of upright rod is withstood on the construction sites such as floor, beam or body of wall, after outward-dipping fixation, at an upper portion thereof
Set up cross bar, paving scaffold board and form construction layer, a floor height of constructing after upper strata is proceeded to, then sets up adhesion type lifting foot again
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 is less than 20m, makees attachment type raise scaffold basis using Cantilever Beams or suspension scaffold and is segmented segmented-erection of encorbelmenting
Attachment type raise scaffold, can set up the attachment type raise scaffold more than more than 50m, overhanging type attachment using this kind of method
Formula elevating scaffold alien invasion must completely set bridging.Adopt in this way, when building structure is successively changed, adhesion type lifting
The more difficult setting of attachment device of scaffold, therefore off-load can not be completed, make the load of climbing frame pass to building structure, using big
Amount construction material, a large amount of labours.
Utility model content
Not enough based on more than, the technical problems to be solved in the utility model is to provide a kind of attachment type raise scaffold, can
For the construction of inclined building, construct convenient, it is more intelligent, a large amount of construction materials and work can be saved
Power.
In order to solve above technical problem, the utility model employs technical scheme below：
A kind of attachment type raise scaffold, including support body, the scalable attachment girder steel in every layer of building structure, peace
It is mounted in the scalable guide wheel for adhering to girder steel end, the guide rail on support body with guide wheel cooperation, electric block and carries
Rise steel wire rope, the support body includes spandrel girder and lower spandrel girder, the electric block is arranged on upper spandrel girder, it is described under hold
Assembly pulley is installed on weight beam, described boom hoist cable one end is connected with the hook of electric block, and the other end bypasses assembly pulley simultaneously
It is connected with scalable attachment girder steel, the scalable attachment girder steel includes base, is provided with strip installing hole in the base.
On the support body, vertically spacing is provided with contact block, be additionally provided with the scalable attachment girder steel with
The contact bar of the contact block phase contact, the contact bar with it is described it is scalable attachment girder steel be hinged, the contact bar with can
Extension spring is provided between flexible attachment girder steel.
On the support body, vertically spacing is provided with voussoir, and the voussoir bottom arranges fluted, described scalable
The push rod with the voussoir bottom phase contact, the push rod and the scalable attachment girder steel hinge is additionally provided with attachment girder steel
Connect, the push rod end profile is adapted with the groove profile, is provided between the push rod and scalable attachment girder steel
Extension spring.
On the support body, vertically spacing arranges round bar, on scalable attachment girder steel arranges pole, pole with
Scalable attachment girder steel is hinged, and the end of pole is provided with the deep-slotted chip breaker that portion's round bar coordinates, pole and scalable attachment girder steel it
Between extension spring is installed.
The support body includes vertical main framework and horizontal support truss, and the vertical main framework includes being square the four of distribution
Root vertical rod, the horizontal support truss include quadra and support bar, and the support bar is arranged on the quadra
Diagonal angle, the quadra are arranged between adjacent vertical rod.On the support body, also spacing is provided with some confession workmens
The keel plate of walking construction, the keel plate part are arranged in the support body, and a part is stretched out outside the support body, described
The part that keel plate is stretched out outside the support body is also hinged with the turnover panel for being connected the keel plate with building structure.
Also include the inclined chord reinforced to the vertical rod, the inclined chord is inclined between adjacent vertical rod.
Interior bridging piece is additionally provided with the inside of the support body.
Using above technical scheme, the utility model achieves following technique effect：
The utility model attachment type raise scaffold, can effectively solve the successively regular interior receipts or outer of building structure
Construction and security protection difficult problem when convex, it is more convenient than the suspension scaffold construction of current architecture configuration periphery, it is more intelligent, can be with
Save a large amount of construction materials and labour.
Description of the drawings
Fig. 1 directly climbs structure chart for the utility model attachment type raise scaffold；
Fig. 2 tiltedly climbs structure chart for the utility model attachment type raise scaffold；
Structure charts of the Fig. 3 for the scalable attachment girder steel of the utility model attachment type raise scaffold.
Specific embodiment
As shown in Figure 1-Figure 3, the utility model provides a kind of attachment type raise scaffold, including support body 1, installed in every
Scalable attachment girder steel 2 in layer building structure, the guide wheel installed in scalable attachment girder steel 2 end, on support body 1 with
Guide rail, electric block 3 and boom hoist cable 4 that the guide wheel coordinates, the support body 1 include spandrel girder 5 and lower spandrel girder
6, the electric block 3 is arranged on upper spandrel girder 5, is provided with assembly pulley 7, the boom hoist cable on the lower spandrel girder 6
4 one end are connected with the hook of electric block 3, and the other end is bypassed assembly pulley 7 and is connected with scalable attachment girder steel 2, described to stretch
Contracting attachment girder steel 2 includes base, is provided with strip installing hole 22, is provided with securing plate 23 between installing hole in the base.
Combine and scalable attachment girder steel 2 can be fixed in building structure by stretching out the through-wall bolt and nut of installing hole 22, when
When tiltedly climbing, it is only necessary to unclamp nut and do not remove, then scalable attachment girder steel is moved along installing hole direction, can be adjusted
The extension elongation of scalable attachment girder steel.
Further, the support body 1 includes vertical main framework and horizontal support truss, and the vertical main framework is included in side
Four vertical rods 11 of shape distribution, the horizontal support truss include quadra 12 and support bar 13, and the support bar 13 sets
The diagonal angle in the quadra 12 is put, the quadra 12 is arranged between the adjacent vertical rod 11.Adjacent vertical rod 11
Between be additionally provided with the inclined chord 14 reinforced to vertical rod 11, 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 confession workmen walking constructions, the keel plate 15
A part is arranged in the support body 1, and a part is stretched out outside the support body 1, stretches out outside the support body 1 in the keel plate 15
Part is also hinged with the turnover panel 16 for being connected the keel plate 15 with building structure.
Wherein, guide rail is arranged in pairs, and spacing is arranged on support body on the side of building structure, support body 1 along vertically side
Spacing is provided with voussoir, voussoir is arranged between the guide rails, voussoir bottom arranges fluted, the side of voussoir is inclined-plane, described
The push rod 21 with the voussoir bottom phase contact is additionally provided with scalable attachment girder steel 2, and the push rod 21 is scalable with described
Attachment girder steel 2 is hinged, and the push rod end profile is adapted with the groove profile.Between push rod and scalable attachment girder steel
It is also equipped with extension spring.With climbing for support body 1, push rod 21 can be slided with opposing cleats, build when support body 1 is climbed accordingly
When building the layer to be onstructed of thing, in the presence of extension spring, the groove phase contact of push rod and voussoir can be played to support body 1
Support is acted on.In other specific embodiments, it is also possible to which on support body, vertically spacing arranges round bar, in scalable attachment
Pole is set on girder steel, and pole is hinged with scalable attachment girder steel, and the end of pole is provided with the deep-slotted chip breaker that portion's round bar coordinates,
Extension spring is installed between bar and scalable attachment girder steel, the supporting role to support body 1 can be also played.
Further, catching device is additionally provided with support body 1.Safety net is additionally provided with 1 periphery of support body, safety net is by frame
In body 1 is enclosed in.Hanging seat 8 is provided with building structure, is connected with and unloads between hanging seat 8 and the scalable attachment girder steel 2
Lotus steel wire rope 9.Interior bridging piece 10 is additionally provided with the keel plate 15, and interior bridging piece 10 is used for reducing keel plate 15 and building structure
The distance between.
The utility model additionally provides a kind of tiltedly side of climbing of the attachment type raise scaffold for being applied to inclined building construction
Method, comprises the following steps：
(1) support body vertically climbs along building structure；
(2) when support body rises to building inclination position, first unclamp the through-wall bolt of the scalable attachment girder steel 30 in the 3rd road
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 the 3rd road is fixed, then loosens the scalable attachment girder steel of second
The nut of 20 through-wall bolt, but do not remove, then chain block is used adhesion type liter in the regime of elastic deformation of steel
The support body bottom of drop scaffold pulls to building structure, and scalable attachment girder steel 20 is also moved into building structure therewith, and described the
The scalable attachment girder steel 20 in two roads is located at the lower section of the scalable attachment girder steel 30 in the 3rd 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 unclamp the spiral shell through walls of the scalable attachment girder steel 30 of first scalable attachment girder steel 10 and the 3rd road
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 is adjusted to it is parallel with building structure alien invasion, it is described first it is scalable attachment girder steel 10 can positioned at the second
The lower section of flexible attachment girder steel 20；
(5) off-load is carried out to the support body, by the load transfer of support body to building structure；
(6) support body is successively upward climbs.
The utility model attachment type raise scaffold, can effectively solve the successively regular interior receipts or outer of building structure
Construction and security protection difficult problem when convex, it is more convenient than the suspension scaffold construction of current architecture configuration periphery, it is more intelligent, can be with
Save a large amount of construction materials and labour.
Finally it should be noted that：Preferred embodiment of the present utility model is these are only, is not limited to practical
It is new, although being described in detail to the utility model with reference to embodiment, for a person skilled in the art, its according to
So the technical scheme described in foregoing embodiments can be modified, or equivalent is carried out to which part technical characteristic and replace
Change, but it is all within spirit of the present utility model and principle, and any modification, equivalent substitution and improvements made etc. all should be included
Within protection domain of the present utility model.
Claims (8)
1. a kind of attachment type raise scaffold, it is characterised in that：Including support body, scalable attached in every layer of building structure
Girder steel, the guide wheel installed in scalable attachment girder steel end, the guide rail coordinated with the guide wheel on support body, electronic calabash
Reed and boom hoist cable, the support body include spandrel girder and lower spandrel girder, and the electric block is arranged on upper spandrel girder,
Assembly pulley is installed on the lower spandrel girder, described boom hoist cable one end is connected with the hook of electric block, and the other end is bypassed
Assembly pulley is simultaneously connected with scalable attachment girder steel, and the scalable attachment girder steel includes base, is provided with strip in the base
Shape installing hole.
2. attachment type raise scaffold according to claim 1, it is characterised in that：On the support body vertically between
Away from contact block is provided with, the contact bar with the contact block phase contact, the top on the scalable attachment girder steel, is additionally provided with
Support rod is hinged with the scalable attachment girder steel, between the contact bar and scalable attachment girder steel is provided with extension spring.
3. attachment type raise scaffold according to claim 2, it is characterised in that：Vertically spacing on the support body
Voussoir is provided with, the voussoir bottom arranges fluted, is additionally provided with and the voussoir bottom on the scalable attachment girder steel
The push rod of phase contact, the push rod are hinged with the scalable attachment girder steel, the push rod end profile and the groove profile
Be adapted, extension spring is provided between the push rod and scalable attachment girder steel.
4. attachment type raise scaffold according to claim 2, it is characterised in that：On the support body vertically between
Away from round bar is arranged, pole is set on scalable attachment girder steel, pole is hinged with scalable attachment girder steel, and the end of pole is arranged
The deep-slotted chip breaker for having portion's round bar to coordinate, installs extension spring between pole and scalable attachment girder steel.
5. attachment type raise scaffold according to claim 1, it is characterised in that：The support body include vertical main framework and
Horizontal support truss, the vertical main framework include being square four vertical rods of distribution, and the horizontal support truss includes square
Framework and support bar, the support bar are arranged on the diagonal angle of the quadra, and the quadra is arranged on adjacent vertical
Between bar.
6. attachment type raise scaffold according to claim 5, it is characterised in that：On the support body, also spacing is provided with
The keel plate of some confession workmen walking constructions, the keel plate part are arranged in the support body, and a part stretches out institute
State outside support body, the part stretched out outside the support body in the keel plate is also hinged be connected the keel plate with building structure
Turnover panel.
7. attachment type raise scaffold according to claim 5, it is characterised in that：Also include reinforcing the vertical rod
Inclined chord, the inclined chord is inclined between adjacent vertical rod.
8. attachment type raise scaffold according to claim 1, it is characterised in that：In being additionally provided with the inside of the support body
Bridging piece.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620809148.4U CN206034880U (en) | 2016-07-28 | 2016-07-28 | Attached type lifting scaffold |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620809148.4U CN206034880U (en) | 2016-07-28 | 2016-07-28 | Attached type lifting scaffold |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206034880U true CN206034880U (en) | 2017-03-22 |
Family
ID=58307911
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620809148.4U Withdrawn - After Issue CN206034880U (en) | 2016-07-28 | 2016-07-28 | Attached type lifting scaffold |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206034880U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106088565A (en) * | 2016-07-28 | 2016-11-09 | 广州市第二建筑工程有限公司 | The method of tiltedly climbing of attachment type raise scaffold and attachment type raise scaffold |
| 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 |
| 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 |
| CN114033155A (en) * | 2021-11-30 | 2022-02-11 | 中铁十局集团城建工程有限公司 | Inclined plane curtain wall rail mounted hanging flower basket construction system |
| CN114427290A (en) * | 2022-01-24 | 2022-05-03 | 中铁三局集团建筑安装工程有限公司 | Super high-rise reinforced concrete core tube aluminum mold climbing frame and construction method |
-
2016
- 2016-07-28 CN CN201620809148.4U patent/CN206034880U/en not_active Withdrawn - After Issue
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106088565A (en) * | 2016-07-28 | 2016-11-09 | 广州市第二建筑工程有限公司 | The method of tiltedly climbing of attachment type raise scaffold and attachment type raise scaffold |
| 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 |
| 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 |
| CN114033155A (en) * | 2021-11-30 | 2022-02-11 | 中铁十局集团城建工程有限公司 | Inclined plane curtain wall rail mounted hanging flower basket construction system |
| CN114427290A (en) * | 2022-01-24 | 2022-05-03 | 中铁三局集团建筑安装工程有限公司 | Super high-rise reinforced concrete core tube aluminum mold climbing frame and construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20170322 Effective date of abandoning: 20190305 |
|
| AV01 | Patent right actively abandoned |