CN104878933A - Construction method for setting up over roof curtain wall hanging basket support scaffolding - Google Patents
Construction method for setting up over roof curtain wall hanging basket support scaffolding Download PDFInfo
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- CN104878933A CN104878933A CN201510330670.4A CN201510330670A CN104878933A CN 104878933 A CN104878933 A CN 104878933A CN 201510330670 A CN201510330670 A CN 201510330670A CN 104878933 A CN104878933 A CN 104878933A
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- hanging basket
- scaffolding
- basket support
- steel structure
- curtain wall
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Abstract
The invention relates to a curtain wall installation and construction method, in particular to a construction method for setting up an over roof curtain wall hanging basket support scaffolding. The method comprises the following construction points: a roof steel structure is used for setting up a hanging basket support scaffolding, and the hanging basket scaffolding is set up on the main frame of the roof steel structure; the hanging basket support scaffolding is a three-row scaffolding of which the roof is covered with scaffolding plates to serve as a hanging basket support platform; hanging basket supporting arms are put on the hanging basket support platform, and hanging basket cross bridging is set up for strengthening below each hanging basket supporting arm; connecting parts is set up on each steel structure column for hanging basket supporting scaffolding; a double-banded-column type connecting piece is adopted for holding on the steel structure inclined circular tube of the main frame, and waste tires are additionally added in the contact positions of steel pipes and circular tubes. The hanging basket supporting scaffolding provided by the invention is connected together with the steel structure, the scaffolding frame is safe and reliable, roof space is not occupied, turnover materials are saved, construction to curtain wall and roof can be achieved at the same time, indoor decoration can be performed normally.
Description
Technical field
The present invention relates to curtain wall construction method of installation, specifically a kind of super roof curtain wall hanging basket support scaffolding erection construction method.
Background technology
External decoration of high-rise building adopts curtain wall mostly, curtain wall is installed and is adopted nacelle construction, conventional construction method is that hanging basket is arranged on roofing, when curtain wall exceeds roofing, the needs going out roofing installation in order to meet curtain wall can be taked to set up full hall scaffold at roofing, scaffold is set up wooden springboard, hanging basket is placed on wooden springboard or takes to set up suspension scaffold and construct.This two schemes all will take roofing, not only affects roofing construction, also restricts the progress of interior decoration, and existing technological deficiency becomes those skilled in the art's technical problem anxious to be resolved.
Summary of the invention
The present invention is intended to solve curtain wall installation in prior art and can not constructs with the operation of roof waterproof top-bottom cross simultaneously, cause the problem that interior decoration can not normally be carried out, and provide one can realize curtain wall and roofing is constructed simultaneously, the super roof curtain wall hanging basket support scaffolding erection construction method that interior decoration is normally carried out.
The present invention solves described problem, and the technical scheme of employing is:
A kind of super roof curtain wall hanging basket support scaffolding erection construction method, the construction technology main points of described method are:
(1) utilize layer Steel Structure to set up hanging basket support scaffolding, hanging basket support scaffolding entirety is set up on the main body frame of layer Steel Structure;
(2) hanging basket support scaffolding is three row's scaffolds, completely spreads scaffold floor above and does hanging basket support platform;
(3) hanging basket support platform places hanging basket support arm, set up hanging basket bridging under every platform hanging basket support arm and reinforce;
(4) hanging basket support scaffolding arranges connector on every root steel structure column of main body frame;
(5) on the oblique pipe of the steel work of main body frame, two pole band pillar connector is adopted to embrace, the local cushioning damaged tire simultaneously contacted with oblique pipe at steel pipe.
Adopt the present invention of technique scheme, compared with prior art advantageously:
1. can realize curtain wall and roofing is constructed simultaneously, interior decoration is normally carried out;
2. roofing hanging basket is set up on steel work, does not take roofing, saves circulation material;
3. roof waterproof is constructed in advance, increases work efficiency, and accelerates the construction period.
4. hanging basket support scaffolding and steel work connect together, and support body stability and safety is leaned on.
Accompanying drawing explanation
Fig. 1 is the structural representation of the embodiment of the present invention;
Fig. 2 is Fig. 1 lateral view;
In figure: main body frame 1, steel column 1-1, crossbeam 1-2; Hanging basket support scaffolding 2, vertical rod 2-1, cross bar 2-2, scaffold bridging 2-3, anti-skid fastener 2-4, hanging basket support platform 2-5; Construction hanging basket 3, hanging basket support arm 3-1, hanging basket bridging 3-2.
Detailed description of the invention
Below in conjunction with drawings and Examples in detail the present invention is described in detail, but embodiment does not form any restriction to the present invention.
See Fig. 1, Fig. 2, the super roof curtain wall hanging basket support scaffolding erection construction method described in the present embodiment, its construction process requirement is as follows:
(1) layer Steel Structure: the steel column 1-1 of layer Steel Structure main body frame 1 (or concrete decoration frame) is 350*350*16,350*350*12 quadrate steel pipe column, post is apart from 8.4 meters; Crossbeam 1-2 is the H profile steel of HM500*300a, HN400*200a at 112.22m absolute altitude place.
(2) utilize layer Steel Structure to set up hanging basket support scaffolding: hanging basket support scaffolding 2 is three row's scaffolds, entirety is erected on second steel work i iron, and scaffold tubes is 48.3*3.5 steel pipe, vertical rod 2-1 advance 0.8m, transfer 1.05m, step pitch 1.40m; Cross bar 2-2 step pitch 1.4 m, first cross bar 2-2 is double cross bar, is erected on the second crossbeam 1-2 of main body frame 1, completely spreads scaffold floor and is hanging basket support platform 2-5;
Second row vertical rod 2-1 to be positioned on scaffold floor and to add anti-skid fastener 2-4, and first and third row's vertical rod 2-1 to embrace on the crossbeam 1-2 of main body frame 1 and adds anti-skid fastener 2-4; Hanging basket support platform 2-5 places hanging basket support arm 3-1, set up hanging basket bridging 3-2 under every platform hanging basket support arm 3-1 and reinforce;
Vertical rod 2-1 in the end should select the rod member interlaced arrangement of different length by the requirement of vertical rod spreading, at least should have the steel pipe of two kinds of different lengths to be suitable as the requirement of vertical rod;
When arranging first row wall-connecting piece, dividing at hanging basket support arm 3-1 and throwing support, to strengthen the stability of shelf;
Take the mode first set up the initial segment and then extend forward; Wall-connecting piece and bridging are arranged in time, can not lag behind two step framves high;
Rod end stretches out part outside fastener must not be less than 100mm, should get 150mm;
Every root steel structure column arranges connector;
The oblique pipe of steel work adopts two pole band pillar connector embrace, the place damaged tire etc. simultaneously contacted with oblique pipe at steel pipe pads, and ensures that fire-resistant coating for steel structure is not damaged.
The foregoing is only the better feasible embodiment of the present invention, not thereby limit to interest field of the present invention, the equivalent structure change that all utilizations manual of the present invention and accompanying drawing content are done, be all contained within interest field of the present invention.
Claims (1)
1. a super roof curtain wall hanging basket support scaffolding erection construction method, it is characterized in that, the construction technology main points of described method are:
(1) utilize layer Steel Structure to set up hanging basket support scaffolding, hanging basket support scaffolding entirety is set up on the main body frame of layer Steel Structure;
(2) hanging basket support scaffolding is three row's scaffolds, and end face completely spreads scaffold floor and does hanging basket support platform;
(3) hanging basket support platform places hanging basket support arm, set up hanging basket bridging under every platform hanging basket support arm and reinforce;
(4) hanging basket support scaffolding arranges connector on every root steel structure column of main body frame;
(5) on the oblique pipe of the steel work of main body frame, two pole band pillar connector is adopted to embrace, the local cushioning damaged tire simultaneously contacted with oblique pipe at steel pipe.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510330670.4A CN104878933A (en) | 2015-06-16 | 2015-06-16 | Construction method for setting up over roof curtain wall hanging basket support scaffolding |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510330670.4A CN104878933A (en) | 2015-06-16 | 2015-06-16 | Construction method for setting up over roof curtain wall hanging basket support scaffolding |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN104878933A true CN104878933A (en) | 2015-09-02 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510330670.4A Pending CN104878933A (en) | 2015-06-16 | 2015-06-16 | Construction method for setting up over roof curtain wall hanging basket support scaffolding |
Country Status (1)
| Country | Link |
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| CN (1) | CN104878933A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109898824A (en) * | 2019-03-30 | 2019-06-18 | 中国二十二冶集团有限公司 | Round Interconnected silos decoration of exterior wall crosshead erection method |
| CN114351942A (en) * | 2021-12-20 | 2022-04-15 | 中国建筑第八工程局有限公司 | GRG decoration construction method of special-shaped hyperbolic steel structure column |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202450764U (en) * | 2012-03-06 | 2012-09-26 | 中冶建工集团有限公司 | Support for mounting hanging basket on single-sided gable |
| DE202012010799U1 (en) * | 2012-11-13 | 2012-12-18 | Schuchardt Gmbh Kreatives Dachdesign | Mobile work platform for dismantling inclined corrugated sheet waterproofing on roofs |
| CN203160661U (en) * | 2013-03-01 | 2013-08-28 | 深圳市方大装饰工程有限公司 | Movable construction hanging basket |
| CN104179342A (en) * | 2014-08-11 | 2014-12-03 | 广西壮族自治区冶金建设公司 | Hanging cage and construction method thereof for mounting profiled steel sheets on steel structural workshop wall surface |
-
2015
- 2015-06-16 CN CN201510330670.4A patent/CN104878933A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202450764U (en) * | 2012-03-06 | 2012-09-26 | 中冶建工集团有限公司 | Support for mounting hanging basket on single-sided gable |
| DE202012010799U1 (en) * | 2012-11-13 | 2012-12-18 | Schuchardt Gmbh Kreatives Dachdesign | Mobile work platform for dismantling inclined corrugated sheet waterproofing on roofs |
| CN203160661U (en) * | 2013-03-01 | 2013-08-28 | 深圳市方大装饰工程有限公司 | Movable construction hanging basket |
| CN104179342A (en) * | 2014-08-11 | 2014-12-03 | 广西壮族自治区冶金建设公司 | Hanging cage and construction method thereof for mounting profiled steel sheets on steel structural workshop wall surface |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109898824A (en) * | 2019-03-30 | 2019-06-18 | 中国二十二冶集团有限公司 | Round Interconnected silos decoration of exterior wall crosshead erection method |
| CN109898824B (en) * | 2019-03-30 | 2024-02-27 | 中国二十二冶集团有限公司 | Method for erecting operation frame for decoration of outer wall of circular conjoined silo |
| CN114351942A (en) * | 2021-12-20 | 2022-04-15 | 中国建筑第八工程局有限公司 | GRG decoration construction method of special-shaped hyperbolic steel structure column |
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| C06 | Publication | ||
| PB01 | Publication | ||
| EXSB | Decision made by sipo to initiate substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20150902 |