CN106760466B - Pylon multilayer lifts linkage construction method at light shaft - Google Patents
Pylon multilayer lifts linkage construction method at light shaft Download PDFInfo
- Publication number
- CN106760466B CN106760466B CN201611023020.6A CN201611023020A CN106760466B CN 106760466 B CN106760466 B CN 106760466B CN 201611023020 A CN201611023020 A CN 201611023020A CN 106760466 B CN106760466 B CN 106760466B
- Authority
- CN
- China
- Prior art keywords
- pylon
- layer
- nut
- wall
- screw arbor
- 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.)
- Active
Links
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
- E04G3/30—Mobile scaffolds; Scaffolds with mobile platforms suspended by flexible supporting elements, e.g. cables
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G5/00—Component parts or accessories for scaffolds
- E04G5/04—Means for fastening, supporting, or bracing scaffolds on or against building constructions
- E04G5/046—Means for fastening, supporting, or bracing scaffolds on or against building constructions for fastening scaffoldings on walls
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Electric Cable Installation (AREA)
Abstract
The invention discloses pylon multilayers at light shaft to lift linkage construction method, the pylon includes operating platform and the Screw arbor with nut at both-ends for being symmetricly set on two side lower part of operating platform, the construction method specifically: will at least two layers of pylon be linked together by steel cable, adjacent two layers pylon is parallel to each other, each layer pylon is corresponding with the installation position that wall is reserved respectively, when at least two layers of pylon is lifted by tower crane to when corresponding to installation position, each layer pylon is fixed by Screw arbor with nut at both-ends and the wall connecting of its two sides, the pylon and the wall of two sides collectively form construction channel.The present invention is mainly suitable under long and narrow channel-type environment, pass through the form of construction work for lifting the pylon linkage of multilayer, simultaneously make pylon two sides respectively with the mode of corresponding wall connecting, construction channel is collectively formed using pylon and wall, relative to the form of construction work using traditional structure pylon, difficulty of construction of the invention is lower, can greatly save the construction period.
Description
Technical field
The invention belongs to technical field of building construction, in particular to pylon multilayer lifting linkage construction at a kind of light shaft
Method.
Background technique
In traditional construction, external wall usually pass through setting pylon as operating space, it is existing plug-in
Frame is connect by the connector of one side with external wall.However, it was found that the light shaft built mostly in practice of construction
Place is usually a long and narrow channel-type structure, is gone forward side by side so that the pylon form of construction work of existing structure be caused to install in the present context
The difficulty of row construction is larger, seriously affects the duration of construction.
Summary of the invention
It is an object of the invention to: in view of the above problems, providing one kind can be effectively applicable to lead in long and narrow
Road formula architectural lighting well location installs pylon multilayer at the light shaft of pylon and lifts linkage construction method.
The technical scheme of the present invention is realized as follows: pylon multilayer lifts linkage construction method at light shaft, it is special
Sign is: the pylon includes operating platform and the Screw arbor with nut at both-ends for being symmetricly set on two side lower part of operating platform, described to apply
Work method specifically: will at least two layers of pylon be linked together by steel cable, adjacent two layers pylon is parallel to each other, outside each layer
Hanger is corresponding with the installation position that wall is reserved respectively, when at least two layers of pylon is lifted by tower crane to corresponding installation position
When, each layer pylon is fixed by Screw arbor with nut at both-ends and the wall connecting of its two sides, the common structure of the wall of the pylon and two sides
At construction channel.
Pylon multilayer lifts linkage construction method at light shaft of the present invention, close on the operating platform
End is respectively arranged with hanging ring at angle, and in adjacent two layers pylon, the pylon of lower layer is connected by steel cable and the pylon on upper layer
It being connected together, the steel cable of the tower crane is connect with the hanging ring of upper layer pylon, and tower crane hook is exceptionally straight by steel cable, after lifting, each layer
Pylon is held in horizontal position.
Pylon multilayer lifts linkage construction method at light shaft of the present invention, close on the operating platform
End is respectively arranged with reservation operations hole at angle, what the position at the reservation operations hole was connect with Screw arbor with nut at both-ends biconditional operation platform
Position is corresponding, when needing to remove pylon, installation personnel station on the operational platform, by reservation operations hole by respective layer
The Screw arbor with nut at both-ends fixing bolt of pylon is unlocked, and Screw arbor with nut at both-ends is withdrawn；When the Screw arbor with nut at both-ends dismounting of each layer pylon finishes
Afterwards, tower crane continues up lifting, and pylon is made to start to climb, and when pylon rises to next predetermined mounting height, tower crane stops
It is promoted, installation personnel guidance pylon enters installation point and corrected, then pre- on wall by passing through Screw arbor with nut at both-ends
The wall-through hole stayed, fixes pylon with wall connecting.
Pylon multilayer lifts linkage construction method at light shaft of the present invention, in multilayer pylon installation process
In, successively installed from lower to upper since bottom pylon first, bottom pylon after the installation is completed, remove bottom with thereon
The pylon of the steel cable connected between one layer of pylon, upper layer leads into installation position while the pylon correction of lower layer
It sets, after the installation is completed to bottom pylon, installation personnel enters the Screw arbor with nut at both-ends in bottom pylon to upper one layer of pylon
Carry out installation fixation.
The present invention is mainly suitable under long and narrow channel-type environment, pass through the construction party for lifting the pylon linkage of multilayer
Formula, while pylon two sides being made with the mode of corresponding wall connecting, to collectively form construction channel using pylon and wall respectively,
Relative to the form of construction work using traditional structure pylon, difficulty of construction of the invention is lower, can greatly save the construction period.
Detailed description of the invention
Fig. 1 is the construction schematic diagram of pylon in the present invention.
Fig. 2 is the structural schematic diagram of pylon in the present invention.
Fig. 3 is the top view of pylon in the present invention.
Marked in the figure: 1 is pylon, 2 be operating platform, and 3 be Screw arbor with nut at both-ends, and 4 be steel cable, and 5 be wall, and 6 be hanging ring, 7
For reservation operations hole.
Specific embodiment
With reference to the accompanying drawing, the present invention is described in detail.
In order to make the objectives, technical solutions, and advantages of the present invention clearer, with reference to the accompanying drawings and embodiments, right
The present invention is further elaborated.It should be appreciated that the specific embodiments described herein are merely illustrative of the present invention, and
It is not used in the restriction present invention.
As shown in Figure 1, pylon multilayer lifts linkage construction method at a kind of light shaft, the pylon 1 includes operation
Platform 2 and the Screw arbor with nut at both-ends 3 for being symmetricly set on 2 liang of side lower parts of operating platform, the construction method specifically: will at least two layers
Pylon 1 is linked together by steel cable 4, and adjacent two layers pylon 1 is parallel to each other, and each layer pylon 1 is reserved with wall 5 respectively
Installation position it is corresponding, when at least two layers of pylon 1 is lifted by tower crane to correspondence installation position, each layer pylon 1 passes through
Screw arbor with nut at both-ends 3 and the wall 5 of its two sides are connected and fixed, and the wall 5 of the pylon 1 and two sides collectively forms construction channel.
As shown in Figures 2 and 3, it is respectively arranged with hanging ring 6 by proximal end Jiao Chu on the operating platform 2, outside adjacent two layers
In hanger 1, the pylon 1 of lower layer is linked together by steel cable 4 and the pylon 1 on upper layer, the steel cable of the tower crane and upper layer
The hanging ring 6 of pylon 1 connects, and tower crane hook is exceptionally straight by steel cable, and after lifting, each layer pylon 1 is held in horizontal position.
Wherein, reservation operations hole 7, the reservation operations are respectively arranged with by proximal end Jiao Chu on the operating platform 2
The position at hole 7 is corresponding with the position that 3 biconditional operation platform 2 of Screw arbor with nut at both-ends connects, and when needing to remove pylon 1, installs people
3 fixing bolt of Screw arbor with nut at both-ends of respective layer pylon 1 is unlocked by reservation operations hole 7 on operating platform 2 in member station, receives
Return Screw arbor with nut at both-ends 3；After the Screw arbor with nut at both-ends 3 of each layer pylon 1 is removed, tower crane continues up lifting, makes pylon 1
Start to climb, when pylon 1 rises to next predetermined mounting height, tower crane stops being promoted, and installation personnel guides pylon 1 to enter
Installation point is simultaneously corrected, and then by the way that Screw arbor with nut at both-ends 3 is passed through the wall-through hole reserved on wall 5, makes pylon 1 and wall
5 are connected and fixed.
In 1 installation process of multilayer pylon, successively installed from lower to upper since bottom pylon 1 first, in bottom
After the installation is completed, the steel cable removing bottom and connecting between one layer of pylon 1 thereon, the pylon on upper layer is in lower layer for pylon 1
Pylon correction while lead into installation site, after the installation is completed to bottom pylon 1, installation personnel enters bottom
Installation fixation is carried out to the Screw arbor with nut at both-ends 3 of upper one layer of pylon 1 in pylon 1.
The foregoing is merely illustrative of the preferred embodiments of the present invention, is not intended to limit the invention, all in essence of the invention
Made any modifications, equivalent replacements, and improvements etc., should all be included in the protection scope of the present invention within mind and principle.
Claims (2)
1. pylon multilayer lifts linkage construction method at light shaft, it is characterised in that: the pylon (1) includes operating platform
(2) Screw arbor with nut at both-ends (3) of (2) two side lower part of operating platform, the construction method are symmetricly set on and specifically: will at least two
Layer pylon (1) is linked together by steel cable (4), and adjacent two layers pylon (1) is parallel to each other, and each layer pylon (1) is respectively
With wall (5) reserve installation position it is corresponding, when at least two layers of pylon (1) by tower crane lift to correspondence installation position when,
Each layer pylon (1) is connected and fixed by Screw arbor with nut at both-ends (3) and the wall (5) of its two sides, the wall of pylon (1) and two sides
Body (5) collectively forms construction channel；
It is respectively arranged with reservation operations hole (7) on the operating platform (2) by proximal end Jiao Chu, the reservation operations hole
(7) position is corresponding with the position that Screw arbor with nut at both-ends (3) biconditional operation platform (2) connects, when needing to remove pylon (1), peace
Dress personnel stand on operating platform (2), by reservation operations hole (7) that the Screw arbor with nut at both-ends (3) of respective layer pylon (1) is fixed
Bolt is unlocked, and is withdrawn Screw arbor with nut at both-ends (3)；After the Screw arbor with nut at both-ends (3) of each layer pylon (1) is removed, tower crane continues
Lifting upwards, makes pylon (1) start to climb, and when pylon (1) rises to next predetermined mounting height, tower crane stops being promoted,
Installation personnel guidance pylon (1) enters installation point and is corrected, then by the way that Screw arbor with nut at both-ends (3) are passed through wall (5)
Upper reserved wall-through hole, is connected and fixed pylon (1) with wall (5)；
In multilayer pylon (1) installation process, successively installed from lower to upper since bottom pylon (1) first, in bottom
After the installation is completed, the steel cable removing bottom and connecting between one layer of pylon (1) thereon, the pylon on upper layer exists pylon (1)
Installation site is led into while the pylon correction of lower layer, after the installation is completed to bottom pylon (1), installation personnel enters
Installation fixation is carried out to the Screw arbor with nut at both-ends (3) of upper one layer of pylon (1) in bottom pylon (1).
2. pylon multilayer lifts linkage construction method at light shaft according to claim 1, it is characterised in that: described
Hanging ring (6) are respectively arranged with by proximal end Jiao Chu on operating platform (2), in adjacent two layers pylon (1), the pylon of lower layer
(1) it is linked together by steel cable (4) and the pylon (1) on upper layer, the steel cable of the tower crane and the hanging ring of upper layer pylon (1)
(6) it connects, tower crane hook is exceptionally straight by steel cable, and after lifting, each layer pylon (1) is held in horizontal position.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611023020.6A CN106760466B (en) | 2016-11-21 | 2016-11-21 | Pylon multilayer lifts linkage construction method at light shaft |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611023020.6A CN106760466B (en) | 2016-11-21 | 2016-11-21 | Pylon multilayer lifts linkage construction method at light shaft |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106760466A CN106760466A (en) | 2017-05-31 |
| CN106760466B true CN106760466B (en) | 2019-02-05 |
Family
ID=58969841
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201611023020.6A Active CN106760466B (en) | 2016-11-21 | 2016-11-21 | Pylon multilayer lifts linkage construction method at light shaft |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106760466B (en) |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US8141683B1 (en) * | 2009-04-30 | 2012-03-27 | Wurtec Elevator Products & Services | Expandable platform |
| CN203640248U (en) * | 2013-11-15 | 2014-06-11 | 重庆华龄软汇科技有限公司 | Fast construction device for external wall of light well |
| CN204326489U (en) * | 2014-12-01 | 2015-05-13 | 江苏邗建集团有限公司 | Construction of lift well operating platform |
| CN204456816U (en) * | 2015-02-10 | 2015-07-08 | 中建四局第三建筑工程有限公司 | One can promote supporting leg type elevator hoistway construction platform |
| CN204492137U (en) * | 2015-01-22 | 2015-07-22 | 中建三局第二建设工程有限责任公司 | The elevated regularization operating platform of elevator shaft |
| CN204826659U (en) * | 2015-05-21 | 2015-12-02 | 中建三局第三建设工程有限责任公司 | Light well steel platform of unloading |
| CN205224567U (en) * | 2015-11-19 | 2016-05-11 | 中国葛洲坝集团第六工程有限公司 | Collapsible foldable elevartor shaft construction platform |
-
2016
- 2016-11-21 CN CN201611023020.6A patent/CN106760466B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US8141683B1 (en) * | 2009-04-30 | 2012-03-27 | Wurtec Elevator Products & Services | Expandable platform |
| CN203640248U (en) * | 2013-11-15 | 2014-06-11 | 重庆华龄软汇科技有限公司 | Fast construction device for external wall of light well |
| CN204326489U (en) * | 2014-12-01 | 2015-05-13 | 江苏邗建集团有限公司 | Construction of lift well operating platform |
| CN204492137U (en) * | 2015-01-22 | 2015-07-22 | 中建三局第二建设工程有限责任公司 | The elevated regularization operating platform of elevator shaft |
| CN204456816U (en) * | 2015-02-10 | 2015-07-08 | 中建四局第三建筑工程有限公司 | One can promote supporting leg type elevator hoistway construction platform |
| CN204826659U (en) * | 2015-05-21 | 2015-12-02 | 中建三局第三建设工程有限责任公司 | Light well steel platform of unloading |
| CN205224567U (en) * | 2015-11-19 | 2016-05-11 | 中国葛洲坝集团第六工程有限公司 | Collapsible foldable elevartor shaft construction platform |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106760466A (en) | 2017-05-31 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| WO2020052291A1 (en) | Construction elevator wall-attaching frame mounting platform attached to steel platform formwork and method therefor | |
| CN108033367B (en) | Synchronous lifting device and lifting method for steel column and cylinder frame alternately supported steel platform and tower crane | |
| CN103979383A (en) | Multi-layer lifting platform for building construction | |
| CN103711308A (en) | Tool type steel-column supporting steel platform climbing system and using method thereof | |
| CN104895337B (en) | The installation method of large-size horizontal equipment in concrete frame | |
| CN103318768A (en) | Assembling method of quayside with low posture | |
| CN104929353A (en) | Detachable stepwise automatic climbing operating platform for elevator shafts | |
| CN104153586B (en) | A kind of suspension cable hangs the construction method of mounting purlines | |
| CN105888229A (en) | All-steel attached scaffold mounting method | |
| CN104989111A (en) | Construction method for steel structure high-rise hoisting | |
| CN106760466B (en) | Pylon multilayer lifts linkage construction method at light shaft | |
| CN202380721U (en) | Hydraulic self-elevating climbing system | |
| CN105625732B (en) | Superelevation overhanging steel structure truss support free construction method | |
| CN107724643A (en) | One kind installs elevator hoistways structure and installation method additional | |
| CN209145256U (en) | The dedicated climbing frame of assembled architecture | |
| CN203640291U (en) | Height-difference adjustable double-layer operating platform for construction of building body and external ornaments | |
| CN103669867B (en) | Building body and outer decoration construction discrepancy in elevation adjustable double-layer operating platform and installation method | |
| CN113323368A (en) | Lifting construction method for external protection hanging frame of assembled building | |
| CN205662189U (en) | Mounting structure of elevator guide rail and elevator | |
| CN204754150U (en) | Dish -type node formula scaffold | |
| CN104328748B (en) | The bracket end ruggedized construction of a kind of cantilever glider bridge and installation method thereof | |
| CN103741939B (en) | The outside climbing type CONSTRUCTION OPERATIONS platform of building and mounting method | |
| CN103225390B (en) | Hollow facade pulley guide attached-type lifting scaffold | |
| CN207228604U (en) | A kind of unilateral suspension type aerial movement steel platform | |
| CN103899078A (en) | Mounting method of attached automatic lifting protection shield |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| CB02 | Change of applicant information |
Address after: 610031 No. 111 Babao Street, Qingyang District, Chengdu City, Sichuan Province Applicant after: Chengdu Construction Industry Group Co., Ltd. Applicant after: Chengdu Construction Engineering No. 7 Construction Engineering Co., Ltd. Address before: 610031 No. 111 Babao Street, Qingyang District, Chengdu City, Sichuan Province Applicant before: Chengdu Construction Engineering Group Corp. Applicant before: Chengdu No.7 Construction Engineering Co., Ltd. |
|
| CB02 | Change of applicant information | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |