CN108708541A - A kind of suspension platform and its construction method for skybridge construction - Google Patents
A kind of suspension platform and its construction method for skybridge construction Download PDFInfo
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- CN108708541A CN108708541A CN201810646099.0A CN201810646099A CN108708541A CN 108708541 A CN108708541 A CN 108708541A CN 201810646099 A CN201810646099 A CN 201810646099A CN 108708541 A CN108708541 A CN 108708541A
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- vestibule
- hanger
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- suspension
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- 239000000725 suspension Substances 0.000 title claims abstract description 87
- 238000010276 construction Methods 0.000 title claims abstract description 51
- 238000005034 decoration Methods 0.000 claims description 12
- 229910000831 Steel Inorganic materials 0.000 claims description 7
- 239000010959 steel Substances 0.000 claims description 7
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 2
- 238000009434 installation Methods 0.000 description 8
- 238000010586 diagram Methods 0.000 description 6
- 238000005516 engineering process Methods 0.000 description 2
- 238000000465 moulding Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000002452 interceptive effect Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 230000002035 prolonged effect Effects 0.000 description 1
Classifications
-
- 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
- E04G3/24—Scaffolds essentially supported by building constructions, e.g. adjustable in height specially adapted for particular parts of buildings or for buildings of particular shape, e.g. chimney stacks or pylons
-
- 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
- E04G3/24—Scaffolds essentially supported by building constructions, e.g. adjustable in height specially adapted for particular parts of buildings or for buildings of particular shape, e.g. chimney stacks or pylons
- E04G3/243—Scaffolds essentially supported by building constructions, e.g. adjustable in height specially adapted for particular parts of buildings or for buildings of particular shape, e.g. chimney stacks or pylons following the outside contour of a building
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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)
- Bridges Or Land Bridges (AREA)
Abstract
The present invention relates to a kind of suspension platforms and its construction method for skybridge construction, belong to construction engineering technical field, the suspension platform for being used for skybridge construction includes suspension scaffold and hanger, the suspension scaffold is set to the both sides of vestibule, the hanger is set to the bottom of the vestibule, the hanger includes transverse horizontal layer, vertical equity layer and be connected to the vestibule bottom sunpender group, the transverse horizontal layer and the vertical equity layer are both provided with multilayer, and the transverse horizontal layer is arranged alternately with the vertical equity layer, adjacent transverse horizontal layer segment overlapping, the sunpender group is sequentially connected to transverse horizontal layer described in multilayer.When the outside to vestibule is decorated, operation platform structure and construction method provided by the invention can effectively ensure the personal safety of operating personnel, and easy for construction, be effectively guaranteed operating efficiency.
Description
Technical field
The present invention relates to construction engineering technical field more particularly to it is a kind of for skybridge construction suspension platform and its
Construction method.
Background technology
Skybridge, due to uniqueness and the diversity functionally of its appearance, is got in recent years for being connected to two high buildings
It is applied in skyscraper come more.According to design feature, Steel corridor main structural framework mostly uses whole promoted and applies
Work.After promotion, steel vestibule extraneous adornment becomes a technology difficulty because of its height, the limitation in space, the selection of construction operation platform
Topic.On the one hand the personal safety of guarantee operating personnel is not only needed, but also needs to avoid operating platform that from cannot interfering applying for operating personnel
Work.In addition, in actual work progress, if building for operating platform can be easy for construction, it can effectively ensure operating efficiency.
Invention content
It is an object of the invention to propose a kind of suspension platform and its construction method for skybridge construction, to even
When the outside of corridor is decorated, it can effectively ensure the personal safety of operating personnel, and easy for construction, be effectively guaranteed work
Industry efficiency.
For this purpose, the present invention uses following technical scheme：
A kind of suspension platform for skybridge construction, including suspension scaffold and hanger, the suspension scaffold are set to vestibule
Both sides, the hanger is set to the bottom of the vestibule, and the hanger includes transverse horizontal layer, vertical equity layer and is connected to
The sunpender group of the bottom of the vestibule, the transverse horizontal layer and the vertical equity layer are both provided with multilayer, and the transverse direction
Level course is arranged alternately with the vertical equity layer, and adjacent transverse horizontal layer segment overlapping, the sunpender group is sequentially connected to
Transverse horizontal layer described in multilayer.
As optimal technical scheme, the hanger includes the first hanger and the second hanger, and first hanger is set to institute
The underface of vestibule is stated, second hanger is set to the both sides of first hanger and the underface positioned at the suspension scaffold.
Further include multiple supporting racks, support frame as described above is distributed in the both sides of the vestibule, described as optimal technical scheme
Second hanger is connected to support frame as described above and the lower section positioned at support frame as described above, and the suspension scaffold is connected to support frame as described above and position
In the top of support frame as described above.
As optimal technical scheme, support frame as described above includes horizontally-supported and is connected to the horizontally-supported oblique branch
Support, the skewed horizontal load relative to it is described it is horizontally-supported be arranged diagonally downward, the described horizontally-supported and described skewed horizontal load is divided equally
It is not connected to the steel construction of vestibule；Second hanger and the suspension scaffold are all connected to described horizontally-supported.
As optimal technical scheme, the transverse horizontal layer includes more horizontal rods, and the horizontal rod is along horizontal
Extend to direction, the sunpender group includes multiple row sunpender, each horizontal rod and several sunpenders in each column sunpender
Connection.
As optimal technical scheme, the both ends of the sunpender are both provided with anti-skid fastener.
As optimal technical scheme, the vertical equity layer includes more longitudinal horizontal rods, and the longitudinal horizontal rod is along vertical
Extend to direction, the longitudinal horizontal rod is connected to the horizontal rod.
As optimal technical scheme, template is equipped between the transverse horizontal layer and the vertical equity layer.
As optimal technical scheme, the suspension scaffold includes two row vertical bars and multilayer link, and the link includes
Two transverse bars and the more longitudinal rods being connected between two transverse bars, it is vertical that every transverse bar is sequentially connected to each column
Bar, the vertical bar are connected to support frame as described above.
The present invention also provides a kind of construction methods of the suspension platform for skybridge construction, include the following steps：
Suspension scaffold is set up in the both sides of vestibule；
Vestibule and suspension scaffold are overall increased into the first mounting distance, and hanger is set up in the bottom of vestibule；
Vestibule, suspension scaffold and hanger are overall increased into the second mounting distance, vestibule is made to be docked simultaneously with the high building of its both sides
It is fixed, meanwhile, suspension scaffold docks fixation with outrigger；
The both sides of vestibule are decorated on suspension scaffold, after decoration, both sides suspension scaffold is removed after the completion of the decoration of both sides；
Remove sunpender group by column and successively remove transverse horizontal layer and vertical equity layer, meanwhile, the bottom of vestibule by column
It is laid with decorative panel.
Beneficial effects of the present invention：
The present invention on corridor construction suspension platform by being arranged suspension scaffold and hanger, to realize both sides and bottom to vestibule
Portion is decorated.Transverse horizontal layer and vertical equity layer are replaced, and lateral water described in multilayer is sequentially connected to by sunpender group
Flat bed sets up hanger to realize.Further, since the decoration board size of decoration vestibule bottom is larger, the present invention will be adjacent
Transverse horizontal layer gradual laying is carried out using partly overlapping mode, keep hanger domed, when operating personnel is in vestibule
When bottom is decorated, the bottom of vestibule can be decorated by way of decorative panel is installed when removing hanger, to
A kind of new operation platform structure is provided for the construction of the appearance of vestibule.
Description of the drawings
Fig. 1 is the side view for the suspension platform constructed provided by the present invention for skybridge；
Fig. 2 is the front view for the suspension platform constructed provided by the present invention for skybridge；
Fig. 3 is the partial schematic diagram of the hanger for the suspension platform constructed provided by the present invention for skybridge；
Fig. 4 is the exploded view of supporting rack provided by the invention and vestibule steel construction；
Fig. 5 is the schematic diagram that suspension scaffold provided by the invention is installed on supporting rack；
Fig. 6 is the schematic diagram of the work progress for the suspension platform constructed provided by the present invention for skybridge.
In figure：
10, vestibule；20, high building；30, steel construction；40, outrigger；
1, suspension scaffold；11, vertical bar；12, link；121, transverse bar；122, longitudinal rod；
2, hanger；201, the first hanger；202, the second hanger；
21, transverse horizontal layer；211, horizontal rod；22, vertical equity layer；221, longitudinal horizontal rod；23, sunpender group；
231, sunpender；24, template；
3, supporting rack；31, horizontally-supported；32, skewed horizontal load；
4, anti-skid fastener；
5, support is thrown.
Specific implementation mode
In order to make those skilled in the art more fully understand technical scheme of the present invention, below in conjunction with the accompanying drawings and by specific
Embodiment is come the technical solution that further illustrates the present invention.
A kind of suspension platform for skybridge construction is present embodiments provided, as shown in Figure 1-Figure 3, this is used for high-altitude
The suspension platform of corridor construction includes suspension scaffold 1 and hanger 2, and the suspension scaffold 1 is set to the both sides of vestibule 10, the hanger 2
It is set to the bottom of the vestibule 10, the hanger 2 is including transverse horizontal layer 21, vertical equity layer 22 and is connected to the vestibule
The sunpender group 23 of 10 bottom, the transverse horizontal layer 21 and the vertical equity layer 22 are both provided with multilayer, and the transverse direction
Level course 21 is arranged alternately with the vertical equity layer 22, and adjacent transverse horizontal layer 21 partly overlaps, the sunpender group 23 according to
It is secondary to be connected to transverse horizontal layer 21 described in multilayer.Preferably, the sunpender group 23 is sequentially connected to transverse horizontal described in multilayer
Layer 21 makes the hanger 2 form domes.Wherein, it laterally refers to the X-direction in figure, longitudinally refers to the Z-direction in figure,
It is wherein laterally and longitudinally vertical.
The present embodiment on corridor construction suspension platform by being arranged suspension scaffold 1 and hanger 2, to realize to the two of vestibule 10
Side and bottom are decorated.The present embodiment replaces transverse horizontal layer 21 and vertical equity layer 22, and successively by sunpender group 23
It is connected to transverse horizontal layer 21 described in multilayer, to realize setting up to hanger 2.Further, since the dress of 10 bottom of decoration vestibule
Plaque size is larger, and adjacent transverse horizontal layer 21 is carried out gradual laying by the present embodiment using partly overlapping mode, is made
Hanger 2 is domed, can be by installing decoration when removing hanger 2 when operating personnel is when the bottom of vestibule 10 is decorated
The mode of plate decorates the bottom of vestibule 10, to which the construction of the appearance for vestibule 10 provides a kind of new operation platform
Structure.
Above-mentioned hanger 2 includes the first hanger 201 and the second hanger 202, and first hanger 201 is set to the vestibule 10
Underface, second hanger 202 be set to the both sides of first hanger 201 and positioned at the suspension scaffold 1 underface.
The present embodiment in the underface of suspension scaffold 1 by being arranged the second hanger 202, when operating personnel constructs on suspension scaffold 1, if applying
It after work tool is accidentally fallen, can fall on the second hanger 202, on the one hand ensure that 10 lower section personnel safety of vestibule, separately
On the one hand so that operating personnel conveniently fetches construction tool.
As shown in figure 3, the transverse horizontal layer 21 includes more horizontal rods 211, the horizontal rod 211 is along cross
Extend to direction, the sunpender group 23 includes multiple row sunpender 231, in each horizontal rod 211 and each column sunpender 231
Several sunpenders 231 connect.Preferably, each horizontal rod 211 is connect with four sunpenders 231 in each column sunpender 231,
So that when operating personnel is when decorative panel is installed in the bottom of vestibule 10, after removing a sunpender 231, also three sunpenders 231 connect
Connect transverse horizontal layer 21.Due to having overlapping region between adjacent transverse horizontal layer 21 so that adjacent 21 energy of transverse horizontal layer
Enough public several sunpenders 231, to ensure that the safety of hanger 2 dismounts.
The both ends of above-mentioned sunpender 231 are both provided with anti-skid fastener 4, and the present embodiment is anti-by being arranged at the both ends of sunpender 231
On the one hand slide fastener part 4 is fastened and is positioned to transverse horizontal layer 21 and vertical equity layer 22, transverse horizontal layer is effectively prevented
21 and vertical equity layer 22 along sunpender 231 glide；On the other hand sunpender 231 is effectively fixed in the bottom of vestibule 10
Portion.Wherein, the bottom of vestibule 10 is welded with hanging ring, and the upper end of sunpender 231 is connect with hanging ring.
The vertical equity layer 22 includes more longitudinal horizontal rods 221, and the longitudinal horizontal rod 221 is prolonged along the longitudinal direction
It stretches, the longitudinal horizontal rod 221 is connected to the horizontal rod 211.Specifically, every layer of transverse horizontal layer 21 is connected with more
Longitudinal horizontal rod 221, the more longitudinal horizontal rods 221 are sequentially connected to more horizontal rods of every layer of transverse horizontal layer 21
211。
It is equipped with template 24 between above-mentioned transverse horizontal layer 21 and the vertical equity layer 22, by the way that template 24 is arranged, is made
The suspension platform that must construct is more steady, convenient working personnel construction.
As shown in Fig. 2, Fig. 4 and Fig. 5, which further includes multiple supporting racks 3, described
Supporting rack 3 is distributed in the both sides of the vestibule 10, and second hanger 202 is connected to support frame as described above 3 and is located at the support
The lower section of frame 3, the suspension scaffold 1 are connected to support frame as described above 3 and the top positioned at support frame as described above 3.Specifically, the support
Frame 3 includes horizontally-supported 31 and is connected to horizontally-supported 31 skewed horizontal load 32, and the skewed horizontal load 32 is relative to described
Horizontally-supported 31 are arranged diagonally downward, described horizontally-supported 31 and the skewed horizontal load 32 be respectively connected to the steel knot of vestibule 10
Structure 30.Second hanger 202 and the suspension scaffold 1 are all connected to described horizontally-supported 31.
Above-mentioned suspension scaffold 1 includes two row vertical bars 11 and multilayer link 12, and the link 12 includes two transverse bars
121 and the more longitudinal rods 122 being connected between two transverse bars 121, every transverse bar 121 be sequentially connected to respectively often
Row vertical bar 11, the vertical bar 11 are connected to support frame as described above 3.
In addition, in the present embodiment, suspension scaffold 1 is wrapped with safety net, and the both sides of hanger 2 are set to skirting board, to right
The side of vestibule 10 carries out facade protection and foot guard, it is ensured that completely enclosed.
Connection in the present embodiment between rod piece is attached by fastener, and the structure of the present embodiment contacting piece does not limit
It is fixed.
The present embodiment additionally provides a kind of construction method of the suspension platform for skybridge construction, and the construction method is excellent
Choosing is implemented using above-mentioned suspension platform.The construction method includes the following steps：
Step 1：Preparation of construction.In this step, outrigger 40 is set up in the side of two high buildings 20.
Step 2：Suspension scaffold 1 is set up in the both sides of vestibule 10.It should be noted that between step 1 and step 2, need
Will on installation on ground moulding bed assembled vestibule 10, after the completion of 10 assembly of vestibule, suspension scaffold 1 is set up in the both sides of vestibule 10.This reality
Example is applied by carrying out assembly to vestibule 10 on installation on ground moulding bed, is effectively guaranteed the levelness of platform for lining, Jin Eryou
It ensure that effect the assembled quality of vestibule 10.
Specifically, multilayer link 12 is installed in two row vertical bars 11, to complete the installation of suspension scaffold 1, suspension scaffold 1
After installation is complete, montant is connect with horizontally-supported 31.Finally, suspension scaffold 1 is connect with vestibule 10, with ensure suspension scaffold 1 with
The stability that vestibule 10 connects.It should be noted that throwing support 5 can also be installed between suspension scaffold 1 and bearing diagonal, further to protect
Demonstrate,prove the stability that suspension scaffold 1 is installed.It should be noted that as shown in Figure 4 and Figure 5, before montant is connect with horizontally-supported 31, needing
To do upright bar telltale mark on horizontally-supported 31, when montant being made to be connect with horizontally-supported 31, facilitate positioning, wherein Fig. 4 be
The schematic diagram after upright bar telltale mark is made on horizontally-supported 31, Fig. 5 is that suspension scaffold 1 is installed on the schematic diagram after horizontally-supported 31.
Process when being fitted into one layer of link 12 in two row vertical bars 11 is：First two transverse bars 121 it
Between connect more longitudinal rods 122, to complete installation to link 12, secondly, by two horizontal rods 211 respectively with two
Row vertical bar 11 is connected and fixed.
Step 3：Vestibule 10 and suspension scaffold 1 are promoted to the first mounting distance, and hanger 2 is set up in the bottom of vestibule 10.
Preferably, the first mounting distance is 2.5m, the first mounting distance of the present embodiment pair is not construed as limiting, can be according to practice of construction need
It asks and is adjusted.The present embodiment promotes vestibule 10 and suspension scaffold 1 by the hydraulic lifting apparatus on high building 20, can also use it
He promotes vestibule 10 and suspension scaffold 1 mode, is not construed as limiting to this.
The present embodiment includes the following steps when hanger 2 is set up in the bottom of vestibule 10：First, sunpender 231 is fixed on company
Then the bottom of corridor 10 is successively laid with transverse horizontal layer 21 and vertical equity layer 22, makes 2 domed structure of hanger.Thus with even
The bottom structure of corridor 10 is adapted, to facilitate the bottom to vestibule 10 to decorate.
Step 4：Vestibule 10, suspension scaffold 1 and hanger 2 are overall increased into the second mounting distance, make vestibule 10 and its both sides
High building 20 be butted against and fixed, meanwhile, suspension scaffold 1 docks fixation with outrigger 40.After suspension scaffold 1 docks fixed with outrigger 40,
Suspension scaffold 1 is connected to outrigger 40, and operating personnel can enter suspension scaffold 1 by outrigger 40.Preferably, the second mounting distance is
42m, the second mounting distance of the present embodiment pair are not construed as limiting, and are determined according to the design of vestibule.
Step 5：Make high-altitude protection.Suspension scaffold 1 is wrapped with safety net, and the both sides of hanger 2 are set to skirting board, to
Facade protection and foot guard are carried out to the side of vestibule 10, it is ensured that it is completely enclosed, to ensure the personal safety of operating personnel.
Step 6：The both sides of vestibule 10 are decorated on suspension scaffold 1, after decoration, two are removed after the completion of the decoration of both sides
Side suspension scaffold.After the completion of the decoration of the both sides of vestibule 10, link 12 is successively removed.As shown in fig. 6, Fig. 6 is the two of vestibule 10
After the completion of the decoration of side, the structural schematic diagram after suspension scaffold 1 is removed.
Step 7：Sunpender group 23 is removed by column and successively removes transverse horizontal layer 21 and vertical equity layer 22, meanwhile, even
The bottom of corridor 10 is laid with decorative panel by column.When installing decorative panel to the bottom of vestibule 10, due to the limitation of the size of decorative panel,
It,, will be positioned at the installation of decorative panel when decorative panel is installed in the present embodiment if the installation of decorative panel can be interfered by not removing sunpender 231
The sunpender 231 and transverse horizontal layer 21 and vertical equity layer 22 in region carry out gradual dismounting, after installation is complete for decorative panel, hang
Frame 2 is also removed and is finished, and construction is convenient.
Note that the above shows and describes the basic principles and main features of the present invention and the advantages of the present invention.The industry
Technical staff it should be appreciated that the present invention is not limited to the embodiments described above, described in the above embodiment and specification
Merely illustrate the principles of the invention, without departing from the spirit and scope of the present invention, the present invention also have various change and
It improves, these changes and improvements all fall within the protetion scope of the claimed invention, and claimed range of the invention is by appended
Claims and its equivalent thereof.
Claims (10)
1. a kind of suspension platform for skybridge construction, which is characterized in that described outstanding including suspension scaffold (1) and hanger (2)
Builder's jack (1) is set to the both sides of vestibule (10), and the hanger (2) is set to the bottom of the vestibule (10), hanger (2) packet
Include transverse horizontal layer (21), vertical equity layer (22) and be connected to the vestibule (10) bottom sunpender group (23), the cross
It is both provided with multilayer, and the transverse horizontal layer (21) and longitudinal water to level course (21) and the vertical equity layer (22)
Flat bed (22) is arranged alternately, and adjacent transverse horizontal layer (21) partly overlaps, and the sunpender group (23) is sequentially connected to multilayer institute
State transverse horizontal layer (21).
2. the suspension platform according to claim 1 for skybridge construction, which is characterized in that hanger (2) packet
The first hanger (201) and the second hanger (202) are included, first hanger (201) is set to the underface of the vestibule (10), institute
It states the second hanger (202) and is set to the both sides of first hanger (201) and the underface positioned at the suspension scaffold (1).
3. the suspension platform according to claim 2 for skybridge construction, which is characterized in that further include multiple supports
Frame (3), support frame as described above (3) are distributed in the both sides of the vestibule (10), and second hanger (202) is connected to support frame as described above
(3) and positioned at the lower section of support frame as described above (3), the suspension scaffold (1) is connected to support frame as described above (3) and is located at support frame as described above
(3) top.
4. the suspension platform according to claim 3 for skybridge construction, which is characterized in that support frame as described above (3)
Including horizontally-supported (31) and be connected to the skewed horizontal load (32) of horizontally-supported (31), the skewed horizontal load (32) relative to
Horizontally-supported (31) are arranged diagonally downward, and horizontally-supported (31) and the skewed horizontal load (32) are respectively connected to
The steel construction of corridor (10)；
Second hanger (202) and the suspension scaffold (1) are all connected to horizontally-supported (31).
5. the suspension platform according to claim 1 for skybridge construction, which is characterized in that the transverse horizontal layer
(21) include more horizontal rods (211), the horizontal rod (211) extends in transverse direction, the sunpender group (23)
Including multiple row sunpender (231), each horizontal rod (211) connects with several sunpenders (231) in each column sunpender (231)
It connects.
6. the suspension platform according to claim 5 for skybridge construction, which is characterized in that the sunpender (231)
Both ends be both provided with anti-skid fastener (4).
7. the suspension platform according to claim 5 for skybridge construction, which is characterized in that the vertical equity layer
(22) include more longitudinal horizontal rods (221), the longitudinal horizontal rod (221) is extendable in the longitudinal direction, the longitudinal horizontal rod
(221) it is connected to the horizontal rod (211).
8. the suspension platform according to claim 1 for skybridge construction, which is characterized in that the transverse horizontal layer
(21) template (24) is equipped between the vertical equity layer (22).
9. the suspension platform according to claim 3 for skybridge construction, which is characterized in that the suspension scaffold (1)
Including two row vertical bars (11) and multilayer link (12), the link (12) includes two transverse bars (121) and more companies
The longitudinal rod (122) being connected between two transverse bars (121), every transverse bar (121) are sequentially connected to each column vertical bar
(11), the vertical bar (11) is connected to support frame as described above (3).
10. a kind of construction method of suspension platform for skybridge construction, which is characterized in that include the following steps：
Suspension scaffold is set up in the both sides of vestibule；
The vestibule and the suspension scaffold are overall increased into the first mounting distance, and hanger is set up in the bottom of the vestibule；
The vestibule, the suspension scaffold and the hanger are overall increased into the second mounting distance, make the vestibule and its both sides
High building be butted against and fixed, meanwhile, the suspension scaffold docks fixation with outrigger；
The both sides of the vestibule are decorated on the suspension scaffold, after decoration, both sides overhanging is removed after the completion of the decoration of both sides
Frame；
Remove sunpender group by column and successively remove transverse horizontal layer and vertical equity layer, meanwhile, the bottom of the vestibule by column
It is laid with decorative panel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810646099.0A CN108708541B (en) | 2018-06-21 | 2018-06-21 | Suspension platform for high-altitude corridor construction and construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810646099.0A CN108708541B (en) | 2018-06-21 | 2018-06-21 | Suspension platform for high-altitude corridor construction and construction method thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN108708541A true CN108708541A (en) | 2018-10-26 |
| CN108708541B CN108708541B (en) | 2023-12-12 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201810646099.0A Active CN108708541B (en) | 2018-06-21 | 2018-06-21 | Suspension platform for high-altitude corridor construction and construction method thereof |
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| CN116201342A (en) * | 2023-02-27 | 2023-06-02 | 中铁九局集团有限公司 | Method for dismantling and reinforcing suspension operation platform after super high-rise fire disaster |
| CN116201342B (en) * | 2023-02-27 | 2025-04-25 | 中铁九局集团有限公司 | A method for dismantling and reinforcing a suspended work platform for a super high-rise fire corridor |
| CN116856534A (en) * | 2023-07-18 | 2023-10-10 | 中国建筑第七工程局有限公司 | Inter-building lifting corridor and use method thereof |
| CN116856534B (en) * | 2023-07-18 | 2025-09-09 | 中国建筑第七工程局有限公司 | Inter-building lifting corridor and use method thereof |
| CN118545612A (en) * | 2024-07-29 | 2024-08-27 | 杭萧钢构(洛阳)有限公司 | High-precision intelligent hoisting equipment for steel structure corridor and construction method |
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| CN108708541B (en) | 2023-12-12 |
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