CN106193567A - Construction method is received in super-high buildings variable cross-section integrated form lifting operation platform - Google Patents
Construction method is received in super-high buildings variable cross-section integrated form lifting operation platform Download PDFInfo
- Publication number
- CN106193567A CN106193567A CN201610560241.0A CN201610560241A CN106193567A CN 106193567 A CN106193567 A CN 106193567A CN 201610560241 A CN201610560241 A CN 201610560241A CN 106193567 A CN106193567 A CN 106193567A
- Authority
- CN
- China
- Prior art keywords
- integrated form
- lifting operation
- operation platform
- form lifting
- variable cross
- 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.)
- Granted
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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
-
- 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
- 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
Abstract
Construction method is received in the invention discloses a kind of super-high buildings variable cross-section integrated form lifting operation platform, first, cantilever steel girder is fixed on floor, integrated form lifting operation platform is promoted, when integrated form lifting operation platform rises at non-variable cross-section, unclamp the bolt of fixing cantilever steel girder on the floor at non-variable cross-section, it is connected fixing to the front end of cantilever steel girder and integrated form lifting operation platform, the other calabash being connected between floor and integrated form lifting operation platform is used inwardly to be drawn by integrated form lifting operation platform, move integrated form lifting operation platform to position several times, integrated form lifting operation platform is fixedly mounted on after moving position on the floor at non-variable cross-section.
Description
Technical field
Receive construction method in the present invention relates to a kind of integrated form lifting operation platform, particularly relate to a kind of high-rise building
Exterior building profile due in integrated form lifting operation platform when moulding needs to carry out variable cross-section receipts process construction method.
Background technology
In high-rise building, often due to architectural image needs by batter post external frame trestle carried out interior receipts, and just
Presently, Super High often uses integrated form lifting operation platform, how to carry out elevator belt when this is with regard to giving and constructing this variable cross-section
Carry out difficulty.
The mode of the most commonly used replacing climbing frame carries out interior receipts at present, and i.e. interior region climbing frame of receiving is parked in variable cross-section
Place, re-assemblies climbing frame in bottom, and period structure construction uses the construction of overhang steel pipe support, and how this alternative asks if having
Topic:
(1) the site operation duration is affected.Climbing frame integral installation generally requires structure construction and coordinates, and needs time-out portion
Subregion construction, so that climbing frame is installed, often leads to the main body duration delayed.
(2) dangerous big.Owing to there is the process of an interim conversion, climbing frame is being installed and danger in unloading process
It is the maximum moment, owing to this kind of construction can cause being dismounted for multiple times, therefore there is titanic peril.
(3) cross-operation, working procedure interts complicated, takies climbing frame resource many, and needs huge climbing frame to assemble field
Ground.
Summary of the invention
The technical problem to be solved be to provide a kind of economic and environment-friendly, construct convenient, safely and effectively face frontier defense
Construction method is received in the super-high buildings variable cross-section integrated form lifting operation platform protected.
In order to solve above-mentioned technical problem, receive in the super-high buildings variable cross-section integrated form lifting operation platform that the present invention provides
Construction method, first, cantilever steel girder is fixed on floor, promotes integrated form lifting operation platform, when integrated form lifts
When operating platform rises at non-variable cross-section, unclamp the bolt of fixing cantilever steel girder on the floor at non-variable cross-section, will encorbelment
The front end of girder steel is fixing with integrated form lifting operation platform to be connected, and uses the other floor that is connected to put down with integrated form descending operation
Integrated form lifting operation platform is inwardly drawn by the calabash between platform, moves integrated form lifting operation platform to position several times, integrated
Formula lifting operation platform is fixedly mounted on after moving position on the floor at non-variable cross-section.
According to design, described cantilever steel girder requires that the channel-section steel selecting the 3.0m length of respective strengths model is welded.
Described cantilever steel girder uses and requires that the pre-embedded bolt selecting respective strengths model is fixed according to design.
Described integrated form lifting operation platform uses electric block to promote.
Described integrated form lifting operation platform uses bottle gouard moved by hands to carry out interior receipts by several times.
Space between integrated form lifting operation platform, plane is welded with scaffold board with riffled iron, and facade hangs punching net
Sheet.
Construction method, its advantage is received in using the super-high buildings variable cross-section integrated form lifting operation platform of technique scheme
As follows:
(1) the site operation duration is not impacted.Climbing frame climbs and the time used by interior receipts is about half working day, can
To construct in the construction technology intermission after utilizing concreting to complete, it is not take up the main body construction time.
(2) dangerous little.Constructing by this patent, climbing frame only carries out partial disassembly, it is not necessary to carries out repeatedly entirety and tears open
Dress, reduces construction risk.
(3) place is saved.Reduce the place demand of repeatedly integral disassembly, assembly support body.
(4) cost-effective.Construction technology is easy, compared to traditional handicraft, has the biggest saving for manpower, material.
High-rise building exterior building profile due to moulding need to carry out variable cross-section time, receive in integrated form lifting operation platform
Process construction method, it is not necessary to integrated form lifting operation platform is dismounted again, complete aerial interior receipts.Present invention process is constructed
Easy, quick, can effectively save the human and material resources shared by the interior receipts of conventional ultra high layer variable cross-section climbing frame, place, the duration etc. one
Series cost, reduces construction risk simultaneously.
In sum, present invention process easy construction, quick, receive in effectively saving conventional ultra high layer variable cross-section climbing frame
A series of costs such as shared human and material resources, place, duration, reduce construction risk simultaneously.Can use with large-scale popularization.
Accompanying drawing explanation
Fig. 1 is the 1st step schematic diagram of the construction of the embodiment of the present invention.
Fig. 2 is the 2nd step schematic diagram of the construction of the embodiment of the present invention.
Fig. 3 is the 3rd step schematic diagram of the construction of the embodiment of the present invention.
Fig. 4 is the 4th step schematic diagram of the construction of the embodiment of the present invention.
Fig. 5 is the 5th step schematic diagram of the construction of the embodiment of the present invention.
Fig. 6 is the 6th step schematic diagram of the construction of the embodiment of the present invention.
Fig. 7 is the 7th step schematic diagram of the construction of the embodiment of the present invention.
Fig. 8 is the 8th step schematic diagram of the construction of the embodiment of the present invention.
Fig. 9 is the 9th step schematic diagram of the construction of the embodiment of the present invention.
Figure 10 is the 10th step schematic diagram of the construction of the embodiment of the present invention.
Figure 11 is the 11st step schematic diagram of the construction of the embodiment of the present invention.
Figure 12 is the 12nd step schematic diagram of the construction of the embodiment of the present invention.
Detailed description of the invention
The invention will be further described with detailed description of the invention below in conjunction with the accompanying drawings.
Seeing Fig. 1 to Figure 12, as a example by sky converges center projects, this engineering office building structure has 3 variable cross-sections, becomes every time and cuts
Face is by receiving 1300mm in two-layer batter post.This integrated form lifting operation platform 2 takes the treatment measures will drawn in support body.Overhang steel
According to design, beam 1 requires that the channel-section steel selecting the 3.0m length of respective strengths model is welded, first, cantilever steel girder 1 uses basis
Design requires that the pre-embedded bolt selecting respective strengths model is fixed on floor 3, uses electric block 4 to be connected to floor 3 and collection
Between accepted way of doing sth lifting operation platform 2, integrated form lifting operation platform 2 is promoted, when integrated form lifting operation platform 2 climbs
To time at non-variable cross-section, unclamp the bolt of fixing cantilever steel girder 1 on the floor 3 at non-variable cross-section, by the front end of cantilever steel girder 1
Fix with integrated form lifting operation platform 2 and be connected, use other being connected between floor 3 and integrated form lifting operation platform 2
Bottle gouard moved by hands 5 each for integrated form lifting operation platform 2 200mm is inwardly drawn, for the last time by integrated form lifting operation platform 2
Inside drawing 300mm, divide and move integrated form lifting operation platform 2 to position 6 times, integrated form lifting operation platform 2 uses attached after moving position to
Bearing 6 to be fixedly mounted on the floor 3 at non-variable cross-section by integrated form lifting operation platform 2.Integrated form lifting operation platform 2
Between space, plane is welded with scaffold board with riffled iron, facade extension punching mesh sheet.In variable cross-section, the time receiving needs unnecessary every time
Support body and seat in the plane dismantle.Need to pay special attention to need to carry out strict calculating for different engineerings, notice that structure stress whether can
Enough meet climbing frame to encorbelment demand.
Claims (6)
1. receive a construction method in super-high buildings variable cross-section integrated form lifting operation platform, it is characterized in that: first, cantilever steel girder
It is fixed on floor, integrated form lifting operation platform is promoted, when integrated form lifting operation platform rises to non-variable cross-section
During place, unclamp the bolt of fixing cantilever steel girder on the floor at non-variable cross-section, the front end of cantilever steel girder is lifted with integrated form
Operating platform is fixing to be connected, and uses the other calabash being connected between floor and integrated form lifting operation platform by integrated form liter
Fall operating platform inwardly draws, and moves integrated form lifting operation platform to position several times, after integrated form lifting operation platform moves position to
It is fixedly mounted on the floor at non-variable cross-section.
Construction method, its feature is received in super-high buildings variable cross-section integrated form lifting operation platform the most according to claim 1
It is: according to design, described cantilever steel girder requires that the channel-section steel selecting the 3.0m length of respective strengths model is welded.
Receiving construction method in super-high buildings variable cross-section integrated form lifting operation platform the most according to claim 1 and 2, it is special
Levy and be: described cantilever steel girder uses and requires that the pre-embedded bolt selecting respective strengths model is fixed according to design.
Receiving construction method in super-high buildings variable cross-section integrated form lifting operation platform the most according to claim 1 and 2, it is special
Levy and be: described integrated form lifting operation platform uses electric block to promote.
Receiving construction method in super-high buildings variable cross-section integrated form lifting operation platform the most according to claim 1 and 2, it is special
Levy and be: described integrated form lifting operation platform uses bottle gouard moved by hands to carry out interior receipts by several times.
Receiving construction method in super-high buildings variable cross-section integrated form lifting operation platform the most according to claim 1 and 2, it is special
Levying and be: the space between integrated form lifting operation platform, plane is welded with scaffold board with riffled iron, facade hangs punching mesh sheet.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610560241.0A CN106193567B (en) | 2016-07-15 | 2016-07-15 | Construction method is received in super-high buildings variable cross-section integrated form lifting operation platform |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610560241.0A CN106193567B (en) | 2016-07-15 | 2016-07-15 | Construction method is received in super-high buildings variable cross-section integrated form lifting operation platform |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106193567A true CN106193567A (en) | 2016-12-07 |
| CN106193567B CN106193567B (en) | 2019-04-02 |
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| CN201610560241.0A Active CN106193567B (en) | 2016-07-15 | 2016-07-15 | Construction method is received in super-high buildings variable cross-section integrated form lifting operation platform |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107806237A (en) * | 2017-11-28 | 2018-03-16 | 中建局集团建设发展有限公司 | A kind of high building hydraulic climbing protecting screen and its construction method |
| CN114250965A (en) * | 2021-12-28 | 2022-03-29 | 中国建筑第二工程局有限公司 | Climbing frame wall-attaching device for variable cross-section construction of high-rise building and construction method thereof |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2232469Y (en) * | 1995-11-22 | 1996-08-07 | 大连第一建筑工程公司 | Hydraulic self-lifting scaffold |
| CN2268748Y (en) * | 1996-05-07 | 1997-11-26 | 沈海晏 | Guide railing synchronously lifting scaffold |
| CN101852008A (en) * | 2010-06-04 | 2010-10-06 | 刘玉伟 | Lifting scaffold device |
| CN103291066A (en) * | 2013-06-01 | 2013-09-11 | 山东天齐置业集团股份有限公司 | Auxiliary device for wall-attached frame for construction lifts, and strengthening method of auxiliary device |
| CN104234439A (en) * | 2014-09-03 | 2014-12-24 | 中铁十六局集团城市建设发展有限公司 | Angle regulating device and angle regulating method in integrated frame lifting process |
| CN104295083A (en) * | 2014-10-11 | 2015-01-21 | 中建八局大连建设工程有限公司 | Guidance and hanging separated cantilever beam composite structure of integrated climbing frame |
| CN105484505A (en) * | 2015-11-24 | 2016-04-13 | 中建三局集团有限公司 | Variable angle vertical concrete structure climbing device and use method thereof |
-
2016
- 2016-07-15 CN CN201610560241.0A patent/CN106193567B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2232469Y (en) * | 1995-11-22 | 1996-08-07 | 大连第一建筑工程公司 | Hydraulic self-lifting scaffold |
| CN2268748Y (en) * | 1996-05-07 | 1997-11-26 | 沈海晏 | Guide railing synchronously lifting scaffold |
| CN101852008A (en) * | 2010-06-04 | 2010-10-06 | 刘玉伟 | Lifting scaffold device |
| CN103291066A (en) * | 2013-06-01 | 2013-09-11 | 山东天齐置业集团股份有限公司 | Auxiliary device for wall-attached frame for construction lifts, and strengthening method of auxiliary device |
| CN104234439A (en) * | 2014-09-03 | 2014-12-24 | 中铁十六局集团城市建设发展有限公司 | Angle regulating device and angle regulating method in integrated frame lifting process |
| CN104295083A (en) * | 2014-10-11 | 2015-01-21 | 中建八局大连建设工程有限公司 | Guidance and hanging separated cantilever beam composite structure of integrated climbing frame |
| CN105484505A (en) * | 2015-11-24 | 2016-04-13 | 中建三局集团有限公司 | Variable angle vertical concrete structure climbing device and use method thereof |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107806237A (en) * | 2017-11-28 | 2018-03-16 | 中建局集团建设发展有限公司 | A kind of high building hydraulic climbing protecting screen and its construction method |
| CN114250965A (en) * | 2021-12-28 | 2022-03-29 | 中国建筑第二工程局有限公司 | Climbing frame wall-attaching device for variable cross-section construction of high-rise building and construction method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106193567B (en) | 2019-04-02 |
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