CN103643790B - It is applicable to the self-crawling type operating platform of colossal column - Google Patents
It is applicable to the self-crawling type operating platform of colossal column Download PDFInfo
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- CN103643790B CN103643790B CN201310526959.4A CN201310526959A CN103643790B CN 103643790 B CN103643790 B CN 103643790B CN 201310526959 A CN201310526959 A CN 201310526959A CN 103643790 B CN103643790 B CN 103643790B
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- 238000003466 welding Methods 0.000 claims abstract description 25
- 238000010276 construction Methods 0.000 claims abstract description 16
- 229910000831 Steel Inorganic materials 0.000 claims description 15
- 239000010959 steel Substances 0.000 claims description 15
- 239000003351 stiffener Substances 0.000 claims description 2
- 238000009434 installation Methods 0.000 abstract description 2
- 238000010586 diagram Methods 0.000 description 6
- 241000239290 Araneae Species 0.000 description 1
- 241001503485 Mammuthus Species 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 230000009194 climbing Effects 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
- 239000000725 suspension Substances 0.000 description 1
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Abstract
The invention discloses a kind of self-crawling type operating platform, belong to construction implement field.This operating platform includes: platform frame, multiple welding operation platform, lifting device and pulley；Wherein, described platform frame is loop configuration；Described each welding operation platform is loop configuration, and each welding operation platform is stratified and set on described platform frame from top to bottom；Described platform frame upper end arranges described pulley, and described pulley connects with the connection rope of described lifting device.This operating platform, simple in construction, easy for installation, can as the lifting of the component that huge column is built, correct, the operating platform of the construction content such as welding.
Description
Technical field
The present invention relates to construction implement field, particularly relate to a kind of be used in construction use be applicable to colossal column
The self-crawling type operating platform of shape building.
Background technology
In the construction of Steel Structure Installation, mammoth structure building (such as mega steel column) gets more and more, the construction matter of mega steel column
Amount and speed are most important for structure itself.The operating platform of traditional sense is all to be set up by scaffold tube to form, but
For such heavy in section colossal column, use scaffold tube to set up operating platform and at least there is problems with, as used foot hands
Operating platform set up by frame pipe, and speed of application is slow, and needs substantial amounts of scaffold tube along with the rising of floor, has both consumed big
Amount scaffold tube, it is also desirable to consume substantial amounts of manually.
Summary of the invention
The technical problem to be solved in the present invention is to provide a kind of self-crawling type operating platform being applicable to colossal column, may be provided at huge
Column is architectural as operating platform, it is to avoid utilizing the scaffold tube to set up operating platform inconvenient and dangerous, reduction is executed
Work cost and the impact on substructure construction, be favorably improved construction speed.
For solving above-mentioned technical problem, the present invention provides a kind of self-crawling type operating platform being applicable to colossal column, including:
Platform frame, multiple welding operation platform, lifting device and multiple pulley；Wherein,
Described platform frame is loop configuration；
Described each welding operation platform is loop configuration, and each welding operation platform is stratified and set on described platform from top to bottom and props up
On support；
It is uniformly distributed inside described platform frame and the plurality of pulley is set；
Described platform frame upper end connects with the connection rope of described lifting device.
The invention have the benefit that and be articulated and connected by the node that hangs of platform frame design architectural with huge column,
And promoting this operating platform by lifting device along colossal column entirety, by the setting of eight suspension centres, it is achieved operating platform is overall
Synchronize upwards to climb.This self-crawling type operating platform, it is possible to reduce take and tear the time of operating platform and required manpower and materials open, and
After climbing, do not affect the constructions such as bottom fireproof coating and curtain wall, be effectively increased the efficiency of construction of huge column building.
Accompanying drawing explanation
In order to be illustrated more clearly that the technical scheme of the embodiment of the present invention, in describing embodiment below, required use is attached
Figure is briefly described, it should be apparent that, the accompanying drawing in describing below is only some embodiments of the present invention, for ability
From the point of view of the those of ordinary skill in territory, on the premise of not paying creative work, it is also possible to obtain other according to these accompanying drawings attached
Figure.
The self-crawling type operating platform schematic diagram that Fig. 1 provides for the embodiment of the present invention；
The schematic diagram of pulley is set on the platform frame that Fig. 2 provides for the embodiment of the present invention；
The triangular support structure schematic diagram of the platform frame that Fig. 3 provides for the embodiment of the present invention；
The platform frame that Fig. 4 provides for the embodiment of the present invention is arranged on the generalized section that huge column is architectural；
The node schematic diagram that the platform frame that Fig. 5 provides for the embodiment of the present invention is connected with colossal column；
Fig. 6 is welding operation platform and the platform frame connection diagram of the self-crawling type operating platform of the embodiment of the present invention；
The pulley structure schematic diagram of the self-crawling type operating platform that Fig. 7 provides for the embodiment of the present invention；
The use view of the self-crawling type operating platform that Fig. 8 provides for the embodiment of the present invention.
Detailed description of the invention
Below the technical scheme in the embodiment of the present invention is clearly and completely described, it is clear that described embodiment is only
It is only a part of embodiment of the present invention rather than whole embodiments.Based on embodiments of the invention, ordinary skill
The every other embodiment that personnel are obtained under not making creative work premise, broadly falls into protection scope of the present invention.
The embodiment of the present invention provides a kind of self-crawling type operating platform being applicable to colossal column, can be used in huge column construction
As operating platform, especially as the welding operation platform in Construction of Steel Structure, as shown in Figures 1 to 7, this operating platform
Including: platform frame 1, multiple welding operation platform 2, lifting device (not shown) and pulley 3；
Wherein, platform frame is loop configuration；Concrete shape is by matching with the huge column architectural appearance constructed；As
Can be annular, oval ring and polygon annular etc.；
Each welding operation platform is loop configuration, and each welding operation platform is stratified and set on platform frame from top to bottom；
The inner side of platform frame 1 is uniformly distributed and arranges multiple pulley 3(and see Fig. 2), concrete by longitudinally disposed multiple pulleys 3；
Platform frame upper end connects with the connection rope of lifting device.
Preferably, in aforesaid operations platform, platform frame 1 is made up of multiple rectangular frames, and multiple rectangular frames erect
Arrange ringwise to interval；For proof strength, the distance between adjacent two rectangular frames is less than or equal to 1.8 meters；
In above-mentioned platform frame 1, each rectangular frame is welded by channel-section steel, and in rectangular frame, layering sets from top to bottom
Put transverse connecting rod, below transverse connecting rod 11, be provided with oblique connecting rod 12, oblique connecting rod 12 and described transverse connecting rod
11 triangular support structure constituting supporting welding operating platform.
In above-mentioned platform frame 1, rectangular frame is provided with on the vertical supporting bar arranging inside triangular support structure and adds
Strength plate (see figure 3).The rectangular frame 10 of platform frame 1 can be made to be hung on outside huge column building 20 by stiffener
Face.
In aforesaid operations platform, lifting device uses manual chain hoist device (such as bottle gouard moved by hands) or motor-driven chain hoist device.
In aforesaid operations platform, welding operation platform 2 is welded by channel-section steel, and it is equipped with checkered steel plate.
In aforesaid operations platform, welding operation platform 2 is three layers.Spacing between three layers is walked about and is constructed not affecting workman
Operation is as the criterion.
In aforesaid operations platform, welding operation platform 2 trivet uses cross buckle form to be connected (see figure 6) with gusset plate.
In aforesaid operations platform, each pulley 3 all uses the rubber pulley (see figure 7) of a diameter of 80mm, every three pulleys to be
One group, one group of pulley is disposed longitudinally on (see figure 2) on a girder steel inside support frame as described above.
Aforesaid operations platform 10 is arranged on the architectural structure of huge column as shown in Figure 8, is looped around huge column building 20
Outside, 20 upwards can climb along huge column building.
With specific embodiment, the operating platform of the present invention is described further below in conjunction with the accompanying drawings.
The present embodiment provides a kind of self-crawling type operating platform being applicable to huge column building, is used in steel megastructure construction,
As shown in Fig. 1,2,8, this operating platform includes: platform frame 1, multiple welding operation platform 2, lifting device (as
Chain block) and pulley 3, huge column building 20 arranges platform frame hanging point, platform frame 1 hangs node,
Welded pulley (see Fig. 5,7).
The tripod of welding operation platform 2 plays an important role in whole jig system, is by three [grooves of 14a
Steel is welded (see figure 3).Top board bending angle, security guardrail is welded on channel-section steel end.Jig spider and weldering
Ear connecting plate uses cross buckle to connect (see figure 5).
The self-crawling type operating platform of the embodiment of the present invention, can as the lifting of the component that huge column is built, correct, weld
Operating platform Deng construction content.
The above, the only present invention preferably detailed description of the invention, but protection scope of the present invention is not limited thereto, and appoints
How those familiar with the art is in the technical scope of present disclosure, the change that can readily occur in or replacement, all
Should contain within protection scope of the present invention.Therefore, protection scope of the present invention should be with the protection domain of claims
It is as the criterion.
Claims (8)
1. the self-crawling type operating platform being applicable to colossal column, it is characterised in that including:
Platform frame, multiple welding operation platform, lifting device and multiple pulley；Wherein,
Described platform frame is loop configuration, and described platform frame is made up of multiple rectangular frames, multiple rectangles
Framework is vertically spaced and arranges ringwise, and the distance between adjacent two rectangular frames is less than or equal to 1.8 meters；
Described each welding operation platform is loop configuration, and each welding operation platform is stratified and set on described platform from top to bottom
On bracing frame；
It is uniformly distributed inside described platform frame and the plurality of pulley is set；
Described platform frame upper end connects with the connection rope of described lifting device.
It is applicable to the self-crawling type operating platform of colossal column the most as claimed in claim 1, it is characterised in that described each rectangular
Shape framework is welded by channel-section steel, and in rectangular frame, layering arranges transverse connecting rod, described transverse connecting rod from top to bottom
Lower section is provided with oblique connecting rod, and described oblique connecting rod constitutes the triangle of supporting welding operating platform with described transverse connecting rod
Shape supporting construction.
It is applicable to the self-crawling type operating platform of colossal column the most as claimed in claim 2, it is characterised in that described rectangle
Framework is provided with stiffener on the vertical supporting bar arranging inside triangular support structure.
4. the self-crawling type operating platform being applicable to colossal column as described in any one of claims 1 to 3, it is characterised in that institute
State lifting device and use manual chain hoist device or motor-driven chain hoist device.
5. the self-crawling type operating platform being applicable to colossal column as described in any one of claims 1 to 3, it is characterised in that institute
State welding operation platform to be welded by channel-section steel, it is equipped with checkered steel plate.
6. the self-crawling type operating platform being applicable to colossal column as described in any one of claims 1 to 3, it is characterised in that institute
Stating welding operation platform is three layers.
7. the self-crawling type operating platform being applicable to colossal column as described in any one of claims 1 to 3, it is characterised in that institute
Stating welding operation platform trivet uses cross buckle form to be connected with gusset plate.
8. the self-crawling type operating platform being applicable to colossal column as described in any one of claims 1 to 3, it is characterised in that institute
Stating each pulley and all use the rubber pulley of a diameter of 80mm, every three is one group, and one group of pulley is disposed longitudinally on described support
On a girder steel inside frame.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310526959.4A CN103643790B (en) | 2013-10-30 | 2013-10-30 | It is applicable to the self-crawling type operating platform of colossal column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310526959.4A CN103643790B (en) | 2013-10-30 | 2013-10-30 | It is applicable to the self-crawling type operating platform of colossal column |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103643790A CN103643790A (en) | 2014-03-19 |
| CN103643790B true CN103643790B (en) | 2016-08-17 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201310526959.4A Active CN103643790B (en) | 2013-10-30 | 2013-10-30 | It is applicable to the self-crawling type operating platform of colossal column |
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Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105715029A (en) * | 2016-02-01 | 2016-06-29 | 重庆瑜煌电力设备制造有限公司 | Anti-fall steel angle tower |
| CN105672640A (en) * | 2016-03-11 | 2016-06-15 | 上海建工集团股份有限公司 | Single-guide-frame multi-stage lifting work platform and construction method thereof |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1104704A (en) * | 1993-12-31 | 1995-07-05 | 上海市第一建筑工程公司 | Method and apparatus for integrally self-lifting scaffold |
| GB2360316A (en) * | 2000-03-14 | 2001-09-19 | Patrick Anthony Murphy | Suspended scaffold system with stabilising restraint wire |
| CN202064623U (en) * | 2011-04-11 | 2011-12-07 | 河北亿安工程技术有限公司 | Assembly type integral lifting scaffold |
| CN202099993U (en) * | 2011-05-26 | 2012-01-04 | 云南西润投资控股有限公司 | Lift type external scaffold made of square steel pipes |
| CN202611215U (en) * | 2012-03-05 | 2012-12-19 | 黄立根 | Square tube all-steel scaffold |
| WO2013057543A1 (en) * | 2011-10-20 | 2013-04-25 | DESPE S.p.A. | Equipment and method for demolishing a building |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN203034773U (en) * | 2012-11-12 | 2013-07-03 | 中建钢构有限公司 | Assembly type operating platform with variable diameter |
| CN203022328U (en) * | 2012-11-16 | 2013-06-26 | 中建钢构有限公司 | Climbing operation platform |
-
2013
- 2013-10-30 CN CN201310526959.4A patent/CN103643790B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1104704A (en) * | 1993-12-31 | 1995-07-05 | 上海市第一建筑工程公司 | Method and apparatus for integrally self-lifting scaffold |
| GB2360316A (en) * | 2000-03-14 | 2001-09-19 | Patrick Anthony Murphy | Suspended scaffold system with stabilising restraint wire |
| CN202064623U (en) * | 2011-04-11 | 2011-12-07 | 河北亿安工程技术有限公司 | Assembly type integral lifting scaffold |
| CN202099993U (en) * | 2011-05-26 | 2012-01-04 | 云南西润投资控股有限公司 | Lift type external scaffold made of square steel pipes |
| WO2013057543A1 (en) * | 2011-10-20 | 2013-04-25 | DESPE S.p.A. | Equipment and method for demolishing a building |
| CN202611215U (en) * | 2012-03-05 | 2012-12-19 | 黄立根 | Square tube all-steel scaffold |
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| CN103643790A (en) | 2014-03-19 |
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Owner name: CHINA STATE CONSTRUCTION STEEL STRUCTURE CO., LTD. Free format text: FORMER OWNER: BEIJING BRANCH OF CHINA CONSTRUCTION STEEL STRUCTURE CORP., LTD. Effective date: 20140928 |
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Free format text: CORRECT: ADDRESS; FROM: 100089 HAIDIAN, BEIJING TO: 518040 SHENZHEN, GUANGDONG PROVINCE |
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| TA01 | Transfer of patent application right |
Effective date of registration: 20140928 Address after: 518040 Guangdong city of Shenzhen province Futian District Che Kung Temple tipping building 17 layer Applicant after: China Construction Steel Structure Corp.,Ltd. Address before: 100089, A, block 609, international finance center, No. 87, West Third Ring Road, Beijing, Haidian District Applicant before: BEIJING BRANCH, CHINA CONSTRUCTION STEEL STRUCTURE Corp.,Ltd. |
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Address after: 3801, 38 / F, Zhongjian science and engineering building, No. 3331, Weilan Coast Community Center Road, Yuehai street, Nanshan District, Shenzhen City, Guangdong Province Patentee after: China Construction Science And Industry Co.,Ltd. Address before: 518040 Guangdong city of Shenzhen province Futian District Che Kung Temple tipping building 17 layer Patentee before: China Construction Steel Structure Corp.,Ltd. |