CN109653484A - A kind of roofing superelevation faces the plug-in hanging basket mounting structure of sky curtain wall engineering - Google Patents
A kind of roofing superelevation faces the plug-in hanging basket mounting structure of sky curtain wall engineering Download PDFInfo
- Publication number
- CN109653484A CN109653484A CN201811435360.9A CN201811435360A CN109653484A CN 109653484 A CN109653484 A CN 109653484A CN 201811435360 A CN201811435360 A CN 201811435360A CN 109653484 A CN109653484 A CN 109653484A
- Authority
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- China
- Prior art keywords
- plug
- hanging basket
- steel structure
- roofing
- curtain wall
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 83
- 239000010959 steel Substances 0.000 claims abstract description 83
- 238000010276 construction Methods 0.000 claims abstract description 71
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 13
- 241001062009 Indigofera Species 0.000 claims abstract description 10
- 238000000034 method Methods 0.000 abstract description 12
- 238000009434 installation Methods 0.000 abstract description 8
- 230000009286 beneficial effect Effects 0.000 abstract description 2
- 230000008901 benefit Effects 0.000 abstract description 2
- 230000000694 effects Effects 0.000 description 12
- 230000006872 improvement Effects 0.000 description 10
- 238000001514 detection method Methods 0.000 description 5
- 230000008569 process Effects 0.000 description 5
- 238000005457 optimization Methods 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000009545 invasion Effects 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 238000005728 strengthening Methods 0.000 description 2
- HCHKCACWOHOZIP-UHFFFAOYSA-N Zinc Chemical compound [Zn] HCHKCACWOHOZIP-UHFFFAOYSA-N 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 238000012938 design process Methods 0.000 description 1
- 235000013399 edible fruits Nutrition 0.000 description 1
- 239000011521 glass Substances 0.000 description 1
- 238000007689 inspection Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 230000007246 mechanism Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000007747 plating Methods 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 230000000717 retained effect Effects 0.000 description 1
- 239000000725 suspension Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
- 239000011701 zinc Substances 0.000 description 1
- 229910052725 zinc Inorganic materials 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
- E04G3/28—Mobile scaffolds; Scaffolds with mobile platforms
- E04G3/34—Mobile scaffolds; Scaffolds with mobile platforms characterised by supporting structures provided on the roofs
Abstract
The invention discloses a kind of roofing superelevation to face the plug-in hanging basket mounting structure of sky curtain wall engineering, concrete structured beam, steel structure truss system, steel structure reinforcing square steel, plug-in hanging basket operation frame body, plug-in hanging basket operating platform and plug-in hanging basket indigo plant basket, the concrete structured beam top are vertically arranged with steel structure truss system.The beneficial effects of the present invention are: the construction method of the plug-in hanging basket installation of curtain wall engineering of the invention, directly the horizontal bracket of plug-in hanging basket is placed on steel structure truss, under the premise of meeting the requirement of curtain wall engineering, eliminate the vertical supports of plug-in hanging basket, the hidden danger for reducing the vertical unstability of plug-in hanging basket, reduce plug-in hanging basket to the occupancy in roofing space, saved the construction time, improve construction efficiency；The present invention is compared with traditional construction technique, and no setting is required vertical bracket has effectively saved the construction space of roofing, has been convenient for multi-specialized interspersed construction；The present invention has good social benefit, is suitble to promote the use of.
Description
Technical field
The present invention relates to a kind of mounting structure, specially a kind of roofing superelevation faces the plug-in hanging basket installation knot of sky curtain wall engineering
Structure belongs to plug-in hanging basket mounting structure applied technical field.
Background technique
Competed in current building field it is more and more fierce, for the needs for meeting different architectural styles, the room of different structure
Face is constantly released, and the height of roofing framework is higher and higher, and most roofing frameworks are in the design process along on the outside of roof structure one
Circle setting multi-storey steel structure truss, then in alien invasions constructions such as the outside of steel structure truss construction glass curtain walls, thus by room
Face is externally shown with a kind of more atmosphere, beautiful image.
It usually requires to set up plug-in hanging basket progress coordinative construction in the work progress of roof curtain wall engineering, it is existing plug-in
The front and back support of hanging basket (vertical) is usually erected on roofing construction sheet, then matches at after-poppet by hanging basket process for installing and detachingk
Clump weight is set, the upper end of vertical supports sets up one of horizontal bracket using hinged connection type, and one end of horizontal bracket is stretched out
Structure alien invasion is connected by wirerope with hanging basket basketry, to form plug-in cradling system.Such technique was using
Restriction in journey by the stability of vertical supports causes hanging basket antenna height excessive, so as to cause curtain wall construction height
Out after roofing certain altitude, there are biggish security risks for plug-in nacelle construction system.Simultaneously as plug-in hanging basket is arranged in room
On the structural slab of face, a large amount of roofing space is occupied, great inconvenience is brought to the construction construction of roofworks, scene is caused to apply
The extension of work duration.
Summary of the invention
The object of the invention is that in order to solve existing plug-in hanging basket process for installing and detachingk in use by vertical
The restriction of the stability of bracket causes hanging basket antenna height excessive, and it is centainly high to be higher by roofing so as to cause curtain wall construction
After degree, there are biggish security risks for plug-in nacelle construction system, simultaneously as plug-in hanging basket is arranged on roofing construction sheet,
A large amount of roofing space is occupied, great inconvenience is brought to the construction construction of roofworks, causes prolonging for site operation duration
Long problem, and propose a kind of roofing superelevation and face the plug-in hanging basket mounting structure of sky curtain wall engineering.
The purpose of the present invention can be achieved through the following technical solutions: a kind of roofing superelevation faces the plug-in hanging basket of sky curtain wall engineering
Mounting structure, including concrete structured beam, steel structure truss system, steel structure reinforcing square steel, plug-in hanging basket operation frame body, plug-in
Hanging basket operating platform and plug-in hanging basket indigo plant basket, the concrete structured beam top are vertically arranged with steel structure truss system, according to
Parameters of loading in construction drawing and plug-in hanging basket use process carries out combination of load effect, by the way that curtain wall construction mistake is calculated
Plug-in hanging basket is transmitted to the load effect on original structure in journey, and compares with the design bearing capacity of original structure, specifies steel
Whether structure truss system can satisfy the carrying demand of hanging basket, and part Over-carry area that may be present is recognized；Root
According to load effect calculated result, the steelframe system of original structure is reinforced using square steel, and the steel structure truss system top water
Flat to be provided with plug-in hanging basket central sill, both ends are vertically arranged with steel structure reinforcing square steel at the top of the steel structure truss system, and
It is provided with plug-in hanging basket operation frame body above the steel structure truss system, is provided with above the plug-in hanging basket operation frame body outer
Hang hanging basket operating platform；
It is provided with steel construction inter-tie below the plug-in hanging basket central sill both ends, and the plug-in hanging basket central sill passes through
Chain connects plug-in hanging basket indigo plant basket.
Further Technological improvement plan of the invention is: the steel structure truss system is hollow structure, and the steel
The construction personnel of rugosity or more runway is vertically arranged with inside structure truss system.
Further Technological improvement plan of the invention is: there is equidistant be horizontally disposed in the middle part of the steel structure truss system
Several crossbeams, and galvanized sheet is erected on the top-down third crossbeam of steel structure truss system.
Further Technological improvement plan of the invention is: the plug-in hanging basket central sill passes through two steel construction inter-ties
It is connect respectively with plug-in hanging basket operating platform both ends top, and is arranged with U-shaped card ring on two steel construction inter-ties, two
The U-shaped card ring passes through nut and is fixedly connected respectively with plug-in hanging basket operating platform both ends top, guarantees plug-in hanging basket central sill
Remaining steel structure truss system connection is stronger, and installs or removes more convenient, quick.
Further Technological improvement plan of the invention is: run through plug-in hanging basket central sill above U-shaped card ring both ends,
And U-shaped card ring pads piece, and the U-shaped card ring pads piece and U are arranged with the junction of plug-in hanging basket central sill above U-shaped card ring both ends
Junction above type snap ring both ends is socketed with nut.
Further Technological improvement plan of the invention is: the construction personnel is up and down at runway edges at two ends and steel construction
The connection of girder system anchor ear, facilitates personnel's activity in steel structure truss system to carry out construction work by runway above and below construction personnel
Make, runway and steel structure truss system carry out anchor ear connection to construction personnel up and down, it is ensured that the stability and safety of runway.
Further Technological improvement plan of the invention is: the galvanized sheet two sides are provided with guard rail, and
The height of the guard rail is not less than 1.5m, guarantees safety when staff's construction by guard rail, according to steelframe
System reinforces Deepen Design drawing, carries out site operation, after the completion of construction, detects to reinforcement system, and detection is qualified laggard
Row subsequent construction sets up the operating platform of plug-in hanging basket on galvanized sheet.
Further Technological improvement plan of the invention is: the height of the plug-in hanging basket indigo plant basket is lower than plug-in hanging basket central sill
Height.
Compared with prior art, the beneficial effects of the present invention are: the construction of the plug-in hanging basket installation of curtain wall engineering of the invention
The horizontal bracket of plug-in hanging basket is directly placed on steel structure truss, before meeting the requirement of curtain wall engineering by method
It puts, eliminates the vertical supports of plug-in hanging basket, the hidden danger for reducing the vertical unstability of plug-in hanging basket, reduces plug-in hanging basket to room
The occupancy of space of planes has saved the construction time, has improved construction efficiency；The present invention is compared with traditional construction technique, and no setting is required
Vertical bracket has effectively saved the construction space of roofing, is convenient for multi-specialized interspersed construction；The present invention has good
Social benefit, be suitble to promote the use of.
Detailed description of the invention
In order to facilitate the understanding of those skilled in the art, the present invention will be further described below with reference to the drawings.
Fig. 1 is the schematic diagram of the section structure of the invention.
Fig. 2 is plug-in hanging basket central sill and steel structure truss system connecting node schematic diagram of the invention.
In figure: 1, concrete structured beam；2, steel structure truss system；3, runway above and below construction personnel；4, galvanized sheet；
5, steel structure reinforcing square steel；6, plug-in hanging basket operates frame body；7, plug-in hanging basket operating platform；8, plug-in hanging basket central sill；9, steel knot
Structure inter-tie；10, plug-in hanging basket basketry；11, U-shaped card ring pads piece；12, U-shaped card ring.
Specific embodiment
Technical solution of the present invention is clearly and completely described below in conjunction with embodiment, it is clear that described reality
Applying example is only a part of the embodiment of the present invention, instead of all the embodiments.Based on the embodiments of the present invention, this field is general
Logical technical staff all other embodiment obtained without creative efforts belongs to what the present invention protected
Range.
It please refers to shown in Fig. 1-2, a kind of roofing superelevation faces the plug-in hanging basket mounting structure of sky curtain wall engineering, including concrete knot
Structure beam 1, steel structure truss system 2, steel structure reinforcing square steel 5, plug-in hanging basket operation frame body 6, plug-in hanging basket operating platform 7 and outer
Hanging basket indigo plant basket 10 is hung, is vertically arranged with steel structure truss system 2 above concrete structured beam 1, according to construction drawing and plug-in is hung
Parameters of loading in basket use process carries out combination of load effect, is transmitted by plug-in hanging basket during curtain wall construction is calculated
Load effect on to original structure, and compared with the design bearing capacity of original structure, whether specify steel structure truss system 2
It can satisfy the carrying demand of hanging basket, and part Over-carry area that may be present is recognized；It is calculated and is tied according to load effect
Fruit reinforces the steelframe system of original structure using square steel 5, and 2 top horizontal of steel structure truss system is provided in plug-in hanging basket
Beam 8,2 top both ends of steel structure truss system are vertically arranged with steel structure reinforcing square steel 5, and 2 top of steel structure truss system
It is provided with plug-in hanging basket operation frame body 6, is provided with plug-in hanging basket operating platform 7 above plug-in hanging basket operation frame body 6；
It is provided with steel construction inter-tie 9 below plug-in 8 both ends of hanging basket central sill, and plug-in hanging basket central sill 8 passes through chain
Connect plug-in hanging basket indigo plant basket 10.
Further Technological improvement plan of the invention is: steel structure truss system 2 is hollow structure, and steel structure truss
The construction personnel of rugosity or more runway 3 is vertically arranged with inside system 2.
Further Technological improvement plan of the invention is: if equidistant be horizontally disposed in 2 middle part of steel structure truss system has
Dry crossbeam, and galvanized sheet 4 is erected on the top-down third crossbeam of steel structure truss system 2.
Further Technological improvement plan of the invention is: plug-in hanging basket central sill 8 is divided by two steel construction inter-ties 9
It is not connect with above plug-in 7 both ends of hanging basket operating platform, and is arranged with U-shaped card ring 12 on two steel construction inter-ties 9, two
A U-shaped card ring 12 is fixedly connected with above plug-in 7 both ends of hanging basket operating platform by nut respectively, guarantees plug-in hanging basket central sill
More than 8 steel structure truss systems 2 connect it is stronger, and install or remove it is more convenient, quick.
It please refers to shown in Fig. 2, plug-in hanging basket central sill 8 is arranged above steel structure truss system 2, on 12 both ends of U-shaped card ring
Fang Jun runs through plug-in hanging basket central sill 8, and is arranged with U-shaped card ring with the junction of plug-in hanging basket central sill 8 above 12 both ends of U-shaped card ring
Gasket 11, and the junction above U-shaped card ring pads piece 11 and 12 both ends of U-shaped card ring is socketed with nut, is pacified according to plug-in hanging basket
The scheme of tearing open carries out the construction and installation of each component in plug-in nacelle construction system；After plug-in hanging basket is installed, plug-in hanging basket is set
It is standby to carry out whole detection, examining report is provided after detection is qualified, then carries out plug-in hanging basket again using informing, put use on record；
In plug-in hanging basket use process, need periodically to be monitored hanging basket, in addition to the routine inspection of hanging basket, it is especially desirable to
It is periodically patrolled hanging basket horizontal bracket and the connection bolt of steel structure truss tie-rod；After curtain wall is installed, carry out plug-in
Hanging basket is removed, and is completed the plug-in hanging basket of curtain wall engineering and is pacified the construction torn open；After the completion of plug-in hanging basket is removed, on steel structure reinforcing platform
The hanging basket operating platform set up is removed, and reinforcing platform can be retained according to field condition, as later period curtain wall overhauling
With the work surface of maintenance.
As a kind of technical optimization scheme of the invention, construction personnel is up and down at 3 edges at two ends of runway and steel structure truss
The connection of 2 anchor ear of system, facilitates personnel's activity in steel structure truss system 2 to carry out construction work by runway 3 above and below construction personnel
Make, construction personnel's runway 3 and progress anchor ear connection of steel structure truss system 2 up and down, it is ensured that the stability and safety of runway.
As a kind of technical optimization scheme of the invention, 4 two sides of galvanized sheet are provided with guard rail, and protective fence
The height of bar is not less than 1.5m, guarantees safety when staff's construction by guard rail, is reinforced according to steelframe system deep
Change design, carry out site operation, after the completion of construction, reinforcement system is detected, carries out subsequent construction after detection is qualified, plating
The operating platform 7 of plug-in hanging basket is set up on zinc sheet iron 4.
As a kind of technical optimization scheme of the invention, the height of plug-in hanging basket indigo plant basket 10 is lower than plug-in hanging basket central sill 8
Highly.
The installation method of the mounting structure specifically includes the following steps:
Step 1: plug-in hanging basket calculates the load effect of original structure；
Step 2: plug-in hanging basket operating platform 7 is set up in the reinforcing of steel structure truss system 2 of original structure；
Step 3: runway 3 above and below erection construction personnel；
Step 4: the reinforcing platform of steel structure truss system 2 is set up；
Step 5: the steelframe system strengthening construction of original structure；
Step 6: plug-in hanging basket operating platform 7 is set up；
Step 7: installation roof support system；
Step 8: assembling suspension mechanism；
Step 9: the components such as installation wirerope, safety lock；
Step 10: trial operation is checked and accepted, is come into operation.
Working principle: in the use of the present invention, firstly, checking safety when each component of the invention uses, then, externally
The stress system for hanging hanging basket is checked, and confirms plug-in hanging basket to the load effect of original structure system, secondly, in the steel of original structure
It is set up in structure truss system 2 and reinforces plug-in hanging basket operating platform 7, the steel of original structure is carried out according to the load effect of plug-in hanging basket
Then the strengthening construction of structure truss system 2 sets up plug-in hanging basket operation on the plug-in hanging basket operating platform 7 of steel structure reinforcing
Frame body 6, the plug-in hanging basket central sill 8 of fixed plug-in hanging basket set up prison during plug-in hanging basket, the detection of plug-in hanging basket, plug-in hanging basket
Control, finally, carrying out the dismounting of plug-in hanging basket after the completion of roof curtain wall construction, hanging basket operating platform is removed.
Since the plug-in hanging basket central sill 8 of plug-in hanging basket is directly that horizontal bracket is placed in steel structure truss by the mounting structure
In system 2, under the premise of meeting the requirement of curtain wall engineering, eliminate the vertical supports of plug-in hanging basket, reduce it is plug-in
The hidden danger of the vertical unstability of hanging basket, reduce plug-in hanging basket to the occupancy in roofing space, saved the construction time, improve construction effect
Rate；The construction method of curtain wall engineering plug-in hanging basket installation, compared with traditional construction technique, no setting is required vertical bracket, effectively
The construction space for having saved roofing, be convenient for multi-specialized interspersed construction.
Present invention disclosed above preferred embodiment is only intended to help to illustrate the present invention.There is no detailed for preferred embodiment
All details are described, also do not limit the specific embodiment that the invention is only.Obviously, according to the content of this specification, can make
Many modifications and variations.These embodiments are chosen and specifically described to this specification, is original in order to better explain the present invention
Reason and practical application, so that skilled artisan be enable to better understand and utilize the present invention.The present invention is only authorized
The limitation of sharp claim and its full scope and equivalent.
Claims (8)
1. a kind of roofing superelevation faces the plug-in hanging basket mounting structure of sky curtain wall engineering, it is characterised in that: including concrete structured beam
(1), steel structure truss system (2), steel structure reinforcing square steel (5), plug-in hanging basket operate frame body (6), plug-in hanging basket operating platform
(7) and plug-in hanging basket indigo plant basket (10) it, is vertically arranged with steel structure truss system (2) above the concrete structured beam (1), and institute
It states steel structure truss system (2) top horizontal and is provided with plug-in hanging basket central sill (8), steel structure truss system (2) top two
End is vertically arranged with steel structure reinforcing square steel (5), and plug-in hanging basket operation is provided with above the steel structure truss system (2)
Frame body (6), plug-in hanging basket operation frame body (6) top are provided with plug-in hanging basket operating platform (7)；
It is provided with steel construction inter-tie (9) below plug-in hanging basket central sill (8) both ends, and the plug-in hanging basket central sill
(8) plug-in hanging basket indigo plant basket (10) is connected by chain.
2. a kind of roofing superelevation according to claim 1 faces the plug-in hanging basket mounting structure of sky curtain wall engineering, which is characterized in that
The steel structure truss system (2) is hollow structure, and is vertically arranged with rugosity inside the steel structure truss system (2)
Runway (3) above and below construction personnel.
3. a kind of roofing superelevation according to claim 1 faces the plug-in hanging basket mounting structure of sky curtain wall engineering, which is characterized in that
In the middle part of the steel structure truss system (2) it is equidistant it is horizontally disposed have several crossbeams, and steel structure truss system (2) from upper and
Under third crossbeam on be erected with galvanized sheet (4).
4. a kind of roofing superelevation according to claim 1 faces the plug-in hanging basket mounting structure of sky curtain wall engineering, which is characterized in that
The plug-in hanging basket central sill (8) is by two steel construction inter-ties (9) respectively and above plug-in hanging basket operating platform (7) both ends
Connection, and be arranged with U-shaped card ring (12) on two steel construction inter-ties (9), two U-shaped card rings (12) pass through spiral shell
Mother stock is not fixedly connected with above plug-in hanging basket operating platform (7) both ends.
5. a kind of roofing superelevation according to claim 4 faces the plug-in hanging basket mounting structure of sky curtain wall engineering, which is characterized in that
Run through plug-in hanging basket central sill (8), and U-shaped card ring (12) both ends top and plug-in hanging basket above U-shaped card ring (12) both ends
The junction of central sill (8) is arranged with U-shaped card ring pads piece (11), and on the U-shaped card ring pads piece (11) and U-shaped card ring (12) both ends
The junction of side is socketed with nut.
6. a kind of roofing superelevation according to claim 2 faces the plug-in hanging basket mounting structure of sky curtain wall engineering, which is characterized in that
It is connect at runway (3) edges at two ends with steel structure truss system (2) anchor ear above and below the construction personnel.
7. a kind of roofing superelevation according to claim 3 faces the plug-in hanging basket mounting structure of sky curtain wall engineering, which is characterized in that
Galvanized sheet (4) two sides are provided with guard rail, and the height of the guard rail is not less than 1.5m.
8. a kind of roofing superelevation according to claim 1 faces the plug-in hanging basket mounting structure of sky curtain wall engineering, which is characterized in that
The height of the plug-in hanging basket indigo plant basket (10) is lower than the height of plug-in hanging basket central sill (8).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811435360.9A CN109653484B (en) | 2018-11-28 | 2018-11-28 | Roofing superelevation faces external hanging flower basket mounting structure of empty curtain engineering |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811435360.9A CN109653484B (en) | 2018-11-28 | 2018-11-28 | Roofing superelevation faces external hanging flower basket mounting structure of empty curtain engineering |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN109653484A true CN109653484A (en) | 2019-04-19 |
| CN109653484B CN109653484B (en) | 2020-12-08 |
Family
ID=66111835
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811435360.9A Active CN109653484B (en) | 2018-11-28 | 2018-11-28 | Roofing superelevation faces external hanging flower basket mounting structure of empty curtain engineering |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109653484B (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112962948A (en) * | 2021-02-09 | 2021-06-15 | 北京城建六建设集团有限公司 | Hanging basket suspension mechanism fixing structure without counter weight and construction method thereof |
| CN113756558A (en) * | 2021-09-30 | 2021-12-07 | 北京建工集团有限责任公司 | High-rise assembled steel structure system externally hung hanging basket installation structure and construction method thereof |
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| CN202202558U (en) * | 2011-07-13 | 2012-04-25 | 浙江中成建工集团有限公司 | Girder-riding weight basket hanging mechanism arranged on high-rise roof frame girder |
| CN205036065U (en) * | 2015-08-24 | 2016-02-17 | 中国建筑第八工程局有限公司 | A adhere to formula and do not have a counter weight hanging flower basket for outer wall construction |
| CN206554487U (en) * | 2017-02-22 | 2017-10-13 | 中建八局第四建设有限公司 | A kind of roofing hanging basket |
| CN208072925U (en) * | 2018-04-11 | 2018-11-09 | 太原市第一建筑工程集团有限公司 | A kind of roof framework hanging basket dedicated support system |
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2018
- 2018-11-28 CN CN201811435360.9A patent/CN109653484B/en active Active
Patent Citations (4)
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| CN202202558U (en) * | 2011-07-13 | 2012-04-25 | 浙江中成建工集团有限公司 | Girder-riding weight basket hanging mechanism arranged on high-rise roof frame girder |
| CN205036065U (en) * | 2015-08-24 | 2016-02-17 | 中国建筑第八工程局有限公司 | A adhere to formula and do not have a counter weight hanging flower basket for outer wall construction |
| CN206554487U (en) * | 2017-02-22 | 2017-10-13 | 中建八局第四建设有限公司 | A kind of roofing hanging basket |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112962948A (en) * | 2021-02-09 | 2021-06-15 | 北京城建六建设集团有限公司 | Hanging basket suspension mechanism fixing structure without counter weight and construction method thereof |
| CN113756558A (en) * | 2021-09-30 | 2021-12-07 | 北京建工集团有限责任公司 | High-rise assembled steel structure system externally hung hanging basket installation structure and construction method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| CN109653484B (en) | 2020-12-08 |
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Denomination of invention: An External Hanging Basket Installation Structure for Roof Ultra High Sky Curtain Wall Engineering Effective date of registration: 20231128 Granted publication date: 20201208 Pledgee: China Construction Bank Co.,Ltd. Hefei Chengdong sub branch Pledgor: No 6 Construction Co.,Ltd. of China Construction Fourth Engineering Bureau Registration number: Y2023980067820 |
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