CN107268971A - A kind of super high rise building it is dual from hoisting type outer climbing frame and application process - Google Patents
A kind of super high rise building it is dual from hoisting type outer climbing frame and application process Download PDFInfo
- Publication number
- CN107268971A CN107268971A CN201710542511.XA CN201710542511A CN107268971A CN 107268971 A CN107268971 A CN 107268971A CN 201710542511 A CN201710542511 A CN 201710542511A CN 107268971 A CN107268971 A CN 107268971A
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- Prior art keywords
- climbing frame
- outer climbing
- rise building
- frame
- super high
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Classifications
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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
-
- 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
-
- 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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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
A kind of super high rise building it is dual from hoisting type outer climbing frame and application process, including first of outer climbing frame and second outer climbing frame, first of outer climbing frame is located at the top of second outer climbing frame, first of outer climbing frame and second outer climbing frame include climbing scaffold system, support system and climbing system, climbing scaffold system is attached to super high rise building periphery by support system, and is climbed upwards by climbing system；Climbing scaffold system includes main frame and the keel plate and rigid support that are located inside main frame；Climbing system includes the guide rail and electric block on the outside of outer row's centre keel；Support system includes the Cantilever Beams being fixed on floor, and the end of encorbelmenting of Cantilever Beams is fixed with guide rail, encorbelments and adjustable diagonal bracing is provided between end and guide rail.The features such as present invention has safety, is applicable, has and promotes well and practical value, good economic benefit can be produced after extensive popularization and application.
Description
Technical field
The present invention relates to super high rise building construction field, more particularly to a kind of super high rise building is dual from hoisting type
Outer climbing frame and application process.
Background technology
It is outer for building using integral lifting climbing frame and steel pipe frame two ways of encorbelmenting more than current high-rise building outrigger
Wall is fitted up, and using steel pipe frame of encorbelmenting, is segmented steel pipe scaffold of encorbelmenting using I-steel, advantage is facade full protection, behaviour
It is long to make the interface time, but a disadvantage is that：1st, peace, which is torn open, need to expend a large amount of artificial and materials；2nd, remove need to carry out from top to bottom, it is necessary to
Tower crane coordinates handling material；3rd, tower crane standby time is long；
Using climbing frame, using integral lifting climbing frame, advantage is：Once assembled overall lifting, but a disadvantage is that：1st, torn open after binding
Except needing tower crane to coordinate, midair disintegration；2nd, alien invasion decorations, which are repaiied, need to use the other modes such as hanging basket.
The content of the invention
It is an object of the invention to provide a kind of the dual from hoisting type outer climbing frame and application process of super high rise building, to solve
Certainly prior art dismantles difficult technical problem；And solve the problem of prior art substance climbing frame construction speed is slow.
To achieve the above object, the present invention is adopted the following technical scheme that：
A kind of super high rise building it is dual from hoisting type outer climbing frame, it is characterised in that：Including first of outer climbing frame and second
Outer climbing frame, first of outer climbing frame is located at the top of second outer climbing frame, first of outer climbing frame and second outer climbing frame
Include climbing scaffold system, support system and climbing system, the climbing scaffold system is attached to super high rise building by support system
Periphery, and climbed upwards by climbing system；
The climbing scaffold system includes main frame and the keel plate and rigid support that are located inside main frame, and the main frame includes interior
Arrange centre keel and outer row's centre keel, the keel plate and rigid support vertically interval located at interior row's centre keel and outer row's centre keel it
Between；
The climbing system includes the guide rail and electric block on the outside of outer row's centre keel, in addition to is hung oneself provided with electric block
The upper spandrel girder of point and the lower spandrel girder provided with suspension centre under electric block, the electric block are also secured to spandrel girder with
On spandrel girder；
The support system includes the Cantilever Beams being fixed on floor, and the end of encorbelmenting of the Cantilever Beams is fixed with guide rail, described outstanding
Choose and adjustable diagonal bracing is provided between end and guide rail；
The upper spandrel girder of the climbing system and lower spandrel girder level are located between interior row's centre keel and outer row's centre keel, and interior row erects
Keel are connected with guide rail, thus, and the climbing scaffold system, support system and climbing system three are connected.
It is further preferred that first of outer climbing frame protection height four and half, the second outer climbing frame protection height
Three and half.
Further, first of outer climbing frame is sequentially provided with five step keel plates from top to bottom, and second outer climbing frame is from upper
And under be sequentially provided with four step keel plates, the keel plate per floor plate with being correspondingly arranged, and the keel plate is provided with turnover panel, described
Another end cap of turnover panel is located on floor.
In addition, the upper spandrel girder and lower spandrel girder are located at the first step keel plate and the 3rd step keel of several from bottom to top
Between plate.
It is further preferred that the Cantilever Beams are fixed by high-strength bolt with floor.
The dual application process from hoisting type outer climbing frame of a kind of super high rise building, it is characterised in that including following step
Suddenly：
Step one, assembled first of outer climbing frame：In assembled first of the outer climbing frame in super high rise building main body periphery, and and then main body
Construction speed is lifted up, and the process that first of outer climbing frame is lifted up is not blocked on floor for reserving that high-strength bolt is passed through
Hole；
Step 2, assembled second outer climbing frame：Outside the assembled second of the preformed hole not blocked left using first of outer climbing frame
Climbing frame, and super high rise building agent structure is fitted up using second outer climbing frame, correspondingly, do not block for high-strength spiral shell
The preformed hole that bolt is passed through, while first of outer climbing frame continues up construction super high rise building agent structure；
Step 3, falls first of outer climbing frame and second outer climbing frame：After super high rise building agent structure binds, first
Outer climbing frame begin to decline and utilize its fit up super high rise building agent structure, until with second outer climbing frame can and, now surpass
High-rise agent structure finishing is finished, dual to be dropped downwardly together using preformed hole from hoisting type outer climbing frame, while decline
Block the preformed hole passed through；
Step 4, is removed dual from hoisting type outer climbing frame：Whne it is dual drop to annex face from hoisting type outer climbing frame when, using artificial
Truck crane is coordinated to remove, so far, dual using a kind of super high rise building of the invention is built from hoisting type outer climbing frame to Super High
Thing main structure construction is built to finish.
Compared with prior art the invention has the characteristics that and beneficial effect：
1st, the present invention is constructed using two sets of outer climbing frames simultaneously, while meeting main body construction and decoration requirements, realizes process
Intersection and flowing water work, two sets outer climbing frames of decoration stage are simultaneously for fitting up, respectively from building up and down while being leaned on to centre
Hold together, while there is provided two fitment operation sections, shortening the duration, accelerating efficiency of construction.
2nd, two sets of outer climbing frames are voluntarily down on annex is removed, it is to avoid conventional method is disintegrated using tower crane high-altitude removes
The drawbacks of, it is to avoid work high above the ground, safety guarantee is provided for staff, outer climbing frame is removed can be small-sized using hand fit
Crane is removed, it is to avoid in traditional scheme tower crane it is idle, etc. it is to be removed the drawbacks of, tower crane can shorten tower crane with premature removal
Use time, saved project cost.
3rd, two sets of outer climbing frames climb, decline during share reserving hole and other repeatable built-in fittings utilized, it is to avoid
Structure repeats the waste punched with built-in fitting.
The features such as present invention has safety, is applicable, has and promotes well and practical value, can be produced after extensive popularization and application
Raw good economic benefit.
Brief description of the drawings
Fig. 1 is the structural representation of first of outer climbing frame of the present invention；
The mplifying structure schematic diagram in Fig. 2 Figure 1A portions；
Fig. 3 is the structural representation of second outer climbing frame of the present invention；
Fig. 4 is the specific construction process figure using present invention construction high-rise building.
Reference：First of outer climbing frame of 1-；2- second outer climbing frames；3- floors；4- keel plates；5- rigid supports；6-
Interior row's centre keel；Centre keel is arranged outside 7-；8- guide rails；9- electric blocks；The upper spandrel girders of 10-；Spandrel girder under 11-；12- adjustable inclineds
Support；13- Cantilever Beams；14- turnover panels；15- high-strength bolts.
Embodiment
To be easy to understand technological means, character of innovation, reached purpose and effect of the invention realized, below to this
Invention is further illustrated.
The embodiment recorded herein is the specific embodiment of the present invention, the design for illustrating the present invention,
It is explanatory and exemplary, should not be construed as the limitation to embodiment of the present invention and the scope of the invention.Except what is recorded herein
Implement exception, those skilled in the art can also be based on the application claims and specification disclosure of that using aobvious
The other technical schemes being clear to, these technical schemes include any obvious using making for the embodiment to recording herein
The technical scheme of substitutions and modifications.
A kind of super high rise building it is dual from hoisting type outer climbing frame, it is characterised in that：Including as shown in Figure 1 first
Outer climbing frame 1 and second outer climbing frame 2 as shown in Figure 3, first of outer climbing frame 1 are located at the top of second outer climbing frame 2, first
Outer climbing frame 1 and second outer climbing frame 2 include climbing scaffold system, support system and climbing system, and climbing scaffold system passes through support system
Super high rise building periphery is attached to, and is climbed upwards by climbing system；
Climbing scaffold system includes main frame and the keel plate 4 and rigid support 5 that are located inside main frame, and main frame includes the perpendicular dragon of interior row
Vertically interval is located between interior row's centre keel 6 and outer row's centre keel 7 for bone 6 and outer row's centre keel 7, keel plate 4 and rigid support 5；
Climbing system includes the guide rail 8 and electric block 9 located at the outer outside of row's centre keel 7, in addition to is hung oneself provided with electric block 9
The upper spandrel girder 10 of point and the lower spandrel girder 11 provided with 9 times suspension centres of electric block, electric block 9 are also secured to spandrel girder 10
On lower spandrel girder 11；
As shown in Fig. 2 support system includes the Cantilever Beams 13 being fixed on floor 3, Cantilever Beams 13 pass through high-strength bolt 15 and building
Plate 3 is fixed.The end of encorbelmenting of Cantilever Beams 13 is fixed with guide rail 8, and described encorbelment is provided with adjustable diagonal bracing 12 between end and guide rail 8；Climb
The upper spandrel girder 10 of system and the lower level of spandrel girder 11 are located between interior row's centre keel 6 and outer row's centre keel 7, interior row's centre keel 6
It is connected with guide rail 8, thus, the climbing scaffold system, support system and climbing system three are connected.
Preferably, first of the protection of outer climbing frame 1 height four and half, the protection of second outer climbing frame 2 height three and half, first
Outer climbing frame 1 is sequentially provided with five step keel plates 4 from top to bottom, and second outer climbing frame 2 is sequentially provided with four step keel plates 4 from top to bottom,
Keel plate 4 per floor plate 3 with being correspondingly arranged, and keel plate 4 is provided with turnover panel 14, and another end cap of turnover panel 14 is located on floor 3.On hold
Weight beam 10 and lower spandrel girder 11 are between the step keel plate 4 of first step keel plate 4 and the 3rd of several from bottom to top.
The dual application process from hoisting type outer climbing frame of a kind of super high rise building, as shown in figure 4, including following step
Suddenly：
Step one, assembled first of outer climbing frame 1：In assembled first of the outer climbing frame 1 in super high rise building main body periphery, and and then lead
Body construction progress is lifted up, and the process that first of outer climbing frame 1 is lifted up is not blocked on floor 3 and passed through for high-strength bolt 15
Preformed hole, correspondingly, pre-buried built-in fitting is not also blocked on floor 3；
Step 2, assembled second outer climbing frame 2：The assembled second of the preformed hole not blocked left using first of outer climbing frame 1
Outer climbing frame 2, and super high rise building agent structure is fitted up using second outer climbing frame 2, correspondingly, do not block for height
The preformed hole that strength bolt 15 is passed through, correspondingly, pre-buried built-in fitting is not also blocked on floor 3；First of outer climbing frame 1 continues simultaneously
Upward construction super high rise building agent structure；
Step 3, falls first of outer climbing frame 1 and second outer climbing frame 2：After super high rise building agent structure binds, first
Road outer climbing frame 1 begin to decline and using its fit up super high rise building agent structure, until with second outer climbing frame 2 can and, this
When super high rise building agent structure finishing finish, it is dual to be dropped downwardly together using preformed hole from hoisting type outer climbing frame, decline
The preformed hole and built-in fitting passed through is blocked simultaneously；
Step 4, is removed dual from hoisting type outer climbing frame：Whne it is dual drop to annex face from hoisting type outer climbing frame when, using artificial
Truck crane is coordinated to remove, so far, dual using a kind of super high rise building of the invention is built from hoisting type outer climbing frame to Super High
Thing main structure construction is built to finish.
Second of embodiment of the present invention is as follows：
First set outer climbing frame stops doing roof structure on top, exterior wall is built by laying bricks or stones in second set of outer climbing frame uphill process to after pushing up
Plaster, until pushing up, then second set of outer climbing frame drops to a half height, and still same in the first set outer climbing frame of top construction
When begin to decline and do exterior wall finishing, often cover outer climbing frame and be responsible for a half height, first set outer climbing frame is removed afterwards on earth, second set is climbed outside
When frame drops to half, construction task is also completed, then drops to bottom along reserved location being removed.
The foregoing is only presently preferred embodiments of the present invention, be not intended to limit the invention, it is all the present invention spirit and
Within principle, any modification, equivalent substitution and improvements made etc. should be included in the scope of the protection.
Claims (6)
1. a kind of super high rise building is dual from hoisting type outer climbing frame, it is characterised in that：Including first of outer climbing frame（1）With
Two road outer climbing frames（2）, first of outer climbing frame（1）Positioned at second outer climbing frame（2）Top, first of outer climbing frame
（1）With second outer climbing frame（2）Include climbing scaffold system, support system and climbing system, the climbing scaffold system is by supporting
System is attached to super high rise building periphery, and is climbed upwards by climbing system；
The climbing scaffold system includes main frame and the keel plate being located inside main frame（4）And rigid support（5）, the main frame
Including interior row's centre keel（6）With outer row's centre keel（7）, the keel plate（4）And rigid support（5）Erected located at interior row at vertical interval
Keel（6）With outer row's centre keel（7）Between；
The climbing system includes being located at outer row's centre keel（7）The guide rail in outside（8）And electric block（9）, in addition to provided with electricity
Dynamic cucurbit（9）The upper spandrel girder of upper suspension centre（10）With provided with electric block（9）The lower spandrel girder of lower suspension centre（11）, the electronic calabash
Reed（9）It is also secured to spandrel girder（10）With lower spandrel girder（11）On；
The support system includes being fixed on floor（3）On Cantilever Beams（13）, the Cantilever Beams（13）Encorbelment end and guide rail
（8）It is fixed, end and the guide rail of encorbelmenting（8）Between be provided with adjustable diagonal bracing（12）；
The upper spandrel girder of the climbing system（10）With lower spandrel girder（11）Level is located at interior row's centre keel（6）With outer row's centre keel
（7）Between, interior row's centre keel（6）With guide rail（8）Connection, thus, the climbing scaffold system, support system and climbing system three connect
Connect fixation.
2. a kind of super high rise building as claimed in claim 1 is dual from hoisting type outer climbing frame, it is characterised in that：Described
One of outer climbing frame（1）Protection height four and half, the second outer climbing frame（2）Protection height three and half.
3. a kind of super high rise building as claimed in claim 2 is dual from hoisting type outer climbing frame, it is characterised in that：Described
One of outer climbing frame（1）Five step keel plates are sequentially provided with from top to bottom（4）, second outer climbing frame（2）Four are sequentially provided with from top to bottom
Walk keel plate（4）, the keel plate（4）With every floor plate（3）It is correspondingly arranged, the keel plate（4）It is provided with turnover panel（14）, institute
State turnover panel（14）Another end cap is located at floor（3）On.
4. a kind of super high rise building as claimed in claim 2 is dual from hoisting type outer climbing frame, it is characterised in that：On described
Spandrel girder（10）With lower spandrel girder（11）Located at the first step keel plate of several from bottom to top（4）With the 3rd step keel plate（4）It
Between.
5. a kind of super high rise building as claimed in claim 1 is dual from hoisting type outer climbing frame, it is characterised in that：It is described outstanding
Outrigger（13）Pass through high-strength bolt（15）With floor（3）It is fixed.
6. a kind of dual application side from hoisting type outer climbing frame of super high rise building as described in claim 1 ~ 5 any one
Method, it is characterised in that comprise the following steps：
Step one, assembled first of outer climbing frame（1）：In assembled first of the outer climbing frame in super high rise building main body periphery（1）, and with
Main body construction progress to be lifted up, first of outer climbing frame（1）The process being lifted up does not block floor（3）It is upper to be used for high-strength spiral shell
Bolt（15）The preformed hole passed through；
Step 2, assembled second outer climbing frame（2）：Utilize first of outer climbing frame（1）The preformed hole assembly not blocked left
Two road outer climbing frames（2）, and utilize second outer climbing frame（2）Super high rise building agent structure is fitted up, correspondingly, not sealed
Block up for high-strength bolt（15）The preformed hole passed through, while first of outer climbing frame（1）Continue up construction high-rise building owner
Body structure；
Step 3, falls first of outer climbing frame（1）With second outer climbing frame（2）：After super high rise building agent structure binds,
First of outer climbing frame（1）Begin to decline and utilize its fit up super high rise building agent structure, until with second outer climbing frame（2）
Can and, now super high rise building agent structure finishing finish, it is dual to be dropped downwardly together using preformed hole from hoisting type outer climbing frame,
The preformed hole passed through is blocked while decline；
Step 4, is removed dual from hoisting type outer climbing frame：Whne it is dual drop to annex face from hoisting type outer climbing frame when, using artificial
Truck crane is coordinated to remove, so far, dual using a kind of super high rise building of the invention is built from hoisting type outer climbing frame to Super High
Thing main structure construction is built to finish.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710542511.XA CN107268971B (en) | 2017-07-05 | 2017-07-05 | Dual self-lifting type external climbing frame for super high-rise building and application method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710542511.XA CN107268971B (en) | 2017-07-05 | 2017-07-05 | Dual self-lifting type external climbing frame for super high-rise building and application method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN107268971A true CN107268971A (en) | 2017-10-20 |
| CN107268971B CN107268971B (en) | 2023-07-18 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710542511.XA Active CN107268971B (en) | 2017-07-05 | 2017-07-05 | Dual self-lifting type external climbing frame for super high-rise building and application method |
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| Country | Link |
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| CN (1) | CN107268971B (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109184174A (en) * | 2018-09-29 | 2019-01-11 | 筑梦高科建筑有限公司 | Climbing frame for outer-wall and its application method |
| CN110820569A (en) * | 2019-10-28 | 2020-02-21 | 同济大学 | Liftable suspension platform device for rollover construction and working method thereof |
| CN114961218A (en) * | 2022-06-28 | 2022-08-30 | 贵州建工集团第一建筑工程有限责任公司 | Construction method for lifting two climbing frames and removing formwork support frame at structural change position |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109184174A (en) * | 2018-09-29 | 2019-01-11 | 筑梦高科建筑有限公司 | Climbing frame for outer-wall and its application method |
| CN109184174B (en) * | 2018-09-29 | 2021-06-04 | 广东博智林机器人有限公司 | Outer wall climbing frame and application method thereof |
| CN110820569A (en) * | 2019-10-28 | 2020-02-21 | 同济大学 | Liftable suspension platform device for rollover construction and working method thereof |
| CN110820569B (en) * | 2019-10-28 | 2021-05-11 | 同济大学 | Liftable suspension platform device for rollover construction and working method thereof |
| CN114961218A (en) * | 2022-06-28 | 2022-08-30 | 贵州建工集团第一建筑工程有限责任公司 | Construction method for lifting two climbing frames and removing formwork support frame at structural change position |
Also Published As
| Publication number | Publication date |
|---|---|
| CN107268971B (en) | 2023-07-18 |
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