CN103821337B - A kind of overall peace tears formula high-altitude operation platform open - Google Patents
A kind of overall peace tears formula high-altitude operation platform open Download PDFInfo
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- CN103821337B CN103821337B CN201410003976.4A CN201410003976A CN103821337B CN 103821337 B CN103821337 B CN 103821337B CN 201410003976 A CN201410003976 A CN 201410003976A CN 103821337 B CN103821337 B CN 103821337B
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- 229910000831 Steel Inorganic materials 0.000 claims description 44
- 239000010959 steel Substances 0.000 claims description 44
- 230000008901 benefit Effects 0.000 claims description 15
- 239000004744 fabric Substances 0.000 claims description 14
- 238000003466 welding Methods 0.000 claims description 6
- 238000010276 construction Methods 0.000 description 12
- 238000010586 diagram Methods 0.000 description 11
- 238000009434 installation Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000004615 ingredient Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
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Abstract
The present invention is applicable to building field, and provide a kind of overall peace and tear formula high-altitude operation platform open, it comprises one group of base assembly.Base assembly comprises two right angle bases, one first rectangular base, one second rectangular base, three connecting bottom boards, one group of expandable bottom plate.This group expandable bottom plate comprises a lateral expansion base plate and a lateral expansion base plate.Base assembly comprises the first limit and the 4th limit, the Second Edge be oppositely arranged and the 3rd limit that are oppositely arranged.A connecting bottom board of two right angle bases and connection two right angle bases forms the first limit.The right angle base that first rectangular base is adjacent, the connecting bottom board connecting the right angle base that the first rectangular base is adjacent form Second Edge.The right angle base that second rectangular base is adjacent, connect the right angle base that the second rectangular base is adjacent one connecting bottom board formed the 3rd limit.Lateral expansion base plate overlap joint lateral expansion base plate forms the 4th limit.The length on the first limit, Second Edge, the 3rd limit and the 4th limit can adjust.
Description
Technical field
The invention belongs to building field, particularly relate to overall peace and tear formula high-altitude operation platform open.
Background technology
Steel work is as the representative of green building, and its material good combination property, stock utilization is high, security performance is superior, whole component realizes factory prefabricating all, and construction speed is fast, comprehensive cost advantage is got over obvious.Steel work is as building body partitioned project ingredient, and after the component conveyings to construction site such as main steel column, girder steel, by being welded to connect between component, securing member connection etc. realizes that building-site assembles immediately, permanent type is fixed.
Highrise building building-site steel beam column mainly adopts the construction and installation mode of " playing with building blocks ", steel beam column hoisted in position, high-altitude original position has successively been assembled by professional construction librarian use crane gear.As main vertical applied force steel column component, construction weight is large, installation degree of danger is large, consumes time is long, should shift to an earlier date erection construction operating platform in work progress, provides steel column in place to correct, docks personnel activity's platform of welding, concreting.
Meanwhile, tradition steel post operation platform deficiency at the construction field (site) appears gradually: the shortcomings such as the time is long, consumption personnel are many, can have enough to meet the need at the bottom of degree, security platform degree of stability is not high, the security protection of process of setting up own is not enough set up by operating platform, have a strong impact on the Integral lifting of on-the-spot civilized construction.Along with building safety civilized construction level rise year by year, lack of labor of constructing, how effectively lifting operation platform set up quality, reduce operating platform set up the time, be the protection of Construction of Steel Structure enterprise security and the main research of process management efficiency and improvement direction.
Summary of the invention
Technical problem to be solved by this invention is to provide a kind of overall peace to tear formula high-altitude operation platform open, and that is intended to effective lifting operation platform sets up quality, and reduce operating platform set up the time.
The present invention is achieved in that a kind of overall peace tears formula high-altitude operation platform open, and it comprises one group of base assembly.In the middle of this base assembly, a through hole is set, and this base assembly is set on a steel column by this through hole.This base assembly comprises two right angle bases, first rectangular base, the second rectangular base, three connecting bottom boards and one group of expandable bottom plate.This group expandable bottom plate comprises a lateral expansion base plate and a lateral expansion base plate.This base assembly has the first limit and the 4th limit, the Second Edge be oppositely arranged and the 3rd limit that are oppositely arranged.These two right angle bases and this connecting bottom board connecting these two right angle bases form this first limit.The right angle base that this first rectangular base is adjacent, this connecting bottom board connecting the right angle base that this first rectangular base is adjacent form this Second Edge.The right angle base that this second rectangular base is adjacent, this connecting bottom board connecting the right angle base that this second rectangular base is adjacent form the 3rd limit.This lateral expansion base plate overlaps this lateral expansion plate and forms the 4th limit.
The present invention compared with prior art, beneficial effect is: the length on this first limit, this Second Edge, the 3rd limit and the 4th limit can adjust as required, the area of the through hole in the middle of this base assembly can be adjusted as required, reach the construction requirement adapting to different tube diameters steel column; Meanwhile, tear formula high-altitude operation platform open due to this entirety peace and to be set up by multiple independently template and form, therefore can effectively lifting operation platform set up quality, and minimizing operating platform set up the time.
Accompanying drawing explanation
Fig. 1 is that the entirety that the embodiment of the present invention provides pacifies the expanded view of tearing formula high-altitude operation platform open.
Fig. 2 is that the entirety of Fig. 1 pacifies the schematic diagram tearing the right angle base of formula high-altitude operation platform open.
Fig. 3 is that the entirety of Fig. 1 pacifies the schematic diagram tearing the first rectangular base of formula high-altitude operation platform open.
Fig. 4 is that the entirety of Fig. 1 pacifies the schematic diagram tearing the second rectangular base of formula high-altitude operation platform open.
Fig. 5 is that the entirety of Fig. 1 pacifies the schematic diagram tearing the connecting bottom board of formula high-altitude operation platform open.
Fig. 6 is that the entirety of Fig. 1 pacifies the schematic diagram tearing the lateral expansion base plate of formula high-altitude operation platform open.
Fig. 7 is that the entirety of Fig. 1 pacifies the schematic diagram tearing the lateral expansion base plate of formula high-altitude operation platform open.
Fig. 8 is that the entirety of Fig. 1 pacifies the schematic diagram tearing the bight guardrail of formula high-altitude operation platform open.
Fig. 9 is that the entirety of Fig. 1 pacifies the schematic diagram tearing the embedding benefit guardrail of formula high-altitude operation platform open.
Figure 10 is that the entirety of Fig. 1 pacifies the schematic diagram tearing the door grate of formula high-altitude operation platform open.
Figure 11 is that the entirety peace of Fig. 1 tears the outer baffle of formula high-altitude operation platform and the schematic diagram of Internal baffle open.
Figure 12 is that the entirety peace of Fig. 1 tears the bight guardrail of formula high-altitude operation platform and the assembling schematic diagram of embedding benefit guardrail open.
Detailed description of the invention
In order to make object of the present invention, technical scheme and advantage clearly understand, below in conjunction with drawings and Examples, the present invention is further elaborated.Should be appreciated that specific embodiment described herein only in order to explain the present invention, be not intended to limit the present invention.
As shown in Figure 1, the entirety peace that the embodiment of the present invention provides is torn formula high-altitude operation platform open and is comprised one group of base assembly and a fence assembly.In the middle of this base assembly, there is a through hole 101, and by this through hole 101 by sheathed for this base assembly and be fixed in a steel column (not shown).This fence assembly is vertically connected on around this base assembly, to protect the safety of constructor.
This base assembly comprises two right angle bases, 110, first rectangular base, 120, second rectangular base, 130, three connecting bottom boards 140 and one group of expandable bottom plate 150,160.
As shown in Figure 2, this right angle base 110 roughly in L-type, and to be interconnected by angle steel 20 by three block plates 10 and to form.Each steel plate 10 all arranges multiple equally spaced bolt hole 102.
As shown in Figure 3, this first rectangular base 120 is rectangular-shaped, and to be interconnected by angle steel 20 by two block plates 10 and to form.Each steel plate 10 all arranges multiple equally spaced bolt hole 102, and on one of them steel plate 10 arrange two connect otic placodes 103.
As shown in Figure 4, this second rectangular base 130 is rectangular-shaped, and to be interconnected by angle steel 20 by two block plates 10 and to form.Each steel plate 10 all arranges multiple bolt hole 102, and one of them steel plate 10 is arranged two flutings 104.
As shown in Figure 5, this connecting bottom board 140 is rectangular-shaped, and to be interconnected by angle steel 20 by two block plates 10 and to form.Each steel plate 10 all arranges multiple equally spaced bolt hole 102.
This group expandable bottom plate comprises a lateral expansion base plate 150 and a lateral expansion base plate 160.
As shown in Figure 6, this lateral expansion base plate 150 is rectangular-shaped, and to be interconnected by angle steel 20 by two block plates 10 and to form.Each steel plate 10 all arranges multiple equally spaced bolt hole 102, and one of them steel plate 10 is arranged two connection otic placodes 103.
As shown in Figure 7, each lateral expansion base plate 160 all arranges multiple equally spaced bolt hole 102, and this lateral expansion base plate 160 connects otic placode 103 away from the side of the plurality of bolt hole 102 being arranged two.
Be appreciated that the quantity of this steel plate 10 comprised in this right angle base 110, this first rectangular base 120, this second rectangular base 130, this connecting bottom board 140, this lateral expansion base plate 150 and this lateral expansion base plate 160 is not limited to the present embodiment.
This base assembly is made up of four edges, i.e. the first limit 11, Second Edge 12, the 3rd limit 13 and the 4th limit 14.This first limit 11 is oppositely arranged with the 4th limit 14, and is parallel to each other.This Second Edge 12 is oppositely arranged with the 3rd limit 13, and is parallel to each other.These two right angle bases 110 and this connecting bottom board 140 connecting these two right angle bases 110 form this first limit 11.The right angle base 110 that this first rectangular base 120 is adjacent, this connecting bottom board 140 connecting the right angle base 110 that this first rectangular base 120 is adjacent form this Second Edge 12.The right angle base 110 that this second rectangular base 130 is adjacent, this connecting bottom board 140 connecting the right angle base 110 that this second rectangular base 130 is adjacent form the 3rd limit 13.This lateral expansion base plate 160 overlaps this lateral expansion base plate 150 and forms the 4th limit 14.
Therefore, when the size of this bottom deck assembly needs to change, can by these two right angle bases 110 toward each other away from direction move, reduce these two right angle bases 110 and the overlap length of corresponding connecting bottom board 140 along the length direction on this first limit 11, to increase the length on this first limit 11; This first rectangular base 120 and this second rectangular base 130 are moved towards the direction of the right angle base 110 away from correspondence respectively, and reduce this first rectangular base 120, corresponding right angle base 110 and the overlap length of corresponding connecting bottom board 140 along the length direction of this Second Edge 12, to increase the length of this Second Edge 12; Reduce this second rectangular base 130, corresponding right angle base 110 and the overlap length of corresponding connecting bottom board 140 along the length direction on the 3rd limit 13, to increase the length on the 3rd limit 13 simultaneously; Now these two expandable bottom plates 150,160 are separated from each other along with this first rectangular base 120 and moving of this second rectangular base 130, make to form a gap between these two expandable bottom plates 150,160, reduce this lateral expansion base plate 150 and this first rectangular base 120 and this second rectangular base 130 overlap length along the length direction on the 4th limit 14, to increase the length on the 4th limit 14.
Being fixedly connected with between multiple steel plates 10 of this base assembly, is realized by the mode that plugs bolt on the bolt hole 102 of correspondence and the mode that plugs bolt on the connection otic placode 103 of correspondence.
This fence assembly comprises the embedding benefit guardrail of six bight guardrails 210, three 220, two door grates 230, outer baffle 240, Internal baffle 250 and at least one wire rope 260.
As shown in Figure 8, this bight guardrail 210 baseboard 40 of comprising gauze wire cloth 30 and being connected with this gauze wire cloth 30.This gauze wire cloth 30 carries out spot welding connection by angle steel 20, and this angle steel 20 arranges multiple connection otic placode 103.Multiple equally spaced bolt hole 102 offered by this angle steel 20.
As shown in Figure 9, this embedding benefit guardrail 220 baseboard 40 of comprising gauze wire cloth 30 and being connected with this gauze wire cloth 30.This gauze wire cloth 30 carries out spot welding connection by angle steel 20.Multiple equally spaced bolt hole 102 offered by this angle steel 20.
As shown in Figure 10, this door grate 230 baseboard 40 of comprising gauze wire cloth 30 and being connected with this gauze wire cloth 30.This gauze wire cloth 30 carries out spot welding connection by angle steel 20.Multiple equally spaced bolt hole 102 offered by this angle steel 20.
As shown in figure 11, this outer baffle 240 and this Internal baffle 250 include gauze wire cloth 30.This gauze wire cloth 30 carries out spot welding connection by angle steel 20.Multiple equally spaced bolt hole 102 offered by this angle steel 20.
Be appreciated that the quantity of the steel plate 10 comprised in this bight guardrail 210, this embedding benefit guardrail 220, this door grate 230, this outer baffle 240 and this Internal baffle 250 is not limited to the present embodiment.
As shown in Fig. 1 and Figure 12, these six bight guardrails 210 are divided into three bight guardrail groups, and each bight guardrail group includes two bight guardrails 210.The baseboard 40 of these three bight guardrail groups is respectively with this first limit 11, this Second Edge 12 of this base assembly and the 3rd limit 13 is vertical is connected.Three bight guardrail groups are corresponding arranges with this respectively for these three embedding benefit guardrails 220, and are respectively used to two the bight guardrails 210 connecting corresponding bight guardrail group.Two the bight guardrails 210 be connected with this first limit 11 of this base assembly are connected with these two right angle bases 110 respectively, two the bight guardrails 210 connected with this Second Edge 12 of this base assembly are connected with corresponding right angle base 110 and this first rectangular base 120 respectively, are connected respectively with two bight guardrails 210 on the 3rd limit 13 of this base assembly with corresponding right angle base 110 and this second rectangular base 130.
These two door grates 230, this outer baffle 240 and this Internal baffle 250 are connected with the 4th limit 14 of this base assembly.Concrete, these two door grates 230 are connected with this second rectangular base 130 with this first rectangular base 120 respectively, and this outer baffle 240 connects one of them this door grate 230, and this Internal baffle 250 connects this door grate 230 of another one.This outer baffle 240 overlaps with this Internal baffle 250, with the change in length demand according to the 4th limit 14, adjusts this outer baffle 240 and the overlap length of this Internal baffle 250 along the length direction on the 4th limit 14.The height of this outer baffle 240 and this Internal baffle 250 is all less than the height of this door grate 230, and this at least one wire rope 260 is connected between these two door grates 230, with to the safety protecting constructor better.In the present embodiment, this outer baffle 240 and this Internal baffle 250 are arranged near this base assembly, and this at least one wire rope 260 is arranged away from this base assembly.
Two these bight guardrails 210 be connected with this first limit 11 of this base assembly respectively be positioned at this Second Edge 12 near this bight guardrail 210 on this first limit 11 and be positioned at the 3rd limit 13 this bight guardrail 210 near this first limit 11 and be connected.These two door grates 230 respectively be positioned at this Second Edge 12 near this bight guardrail 210 on the 4th limit 14 and be positioned at the 3rd limit 13 this bight guardrail 210 near the 4th limit 14 and be connected.
Between this fence assembly be fixedly connected with and being fixedly connected with between this fence assembly with this base assembly is all realized by the mode that plugs bolt between corresponding bolt hole 102 and the mode that plugs bolt on corresponding connection otic placode 103.
Compared with prior art, entirety peace of the present invention is torn formula high-altitude operation platform tool open and is had the following advantages: (1) arranges these three connecting bottom boards and this interior outside expandable bottom plate on this base assembly, the area of this through hole in the middle of this base assembly can be adjusted as required, reach the construction requirement adapting to different tube diameters steel column; (2) mode between this fence assembly and all by bolt between this fence assembly with this base assembly is fixed and is connected, can effectively lifting operation platform set up quality, and reduce operating platform set up the time; (3) by arranging this embedding benefit guardrail, this outer baffle and this Internal baffle, the size of this fence assembly is made to change according to the size of this base assembly and to change.
The foregoing is only preferred embodiment of the present invention, not in order to limit the present invention, all any amendments done within the spirit and principles in the present invention, equivalent replacement and improvement etc., all should be included within protection scope of the present invention.
Claims (10)
1. an overall peace tears formula high-altitude operation platform open, it comprises a base assembly, it is characterized in that, in the middle of this base assembly, a through hole is set, and this base assembly is set on a steel column by this through hole, this base assembly comprises two right angle bases, first rectangular base, second rectangular base, three connecting bottom boards, one group of expandable bottom plate, this group expandable bottom plate comprises a lateral expansion base plate and a lateral expansion base plate, this base assembly has the first limit and the 4th limit that are oppositely arranged, the Second Edge be oppositely arranged and the 3rd limit; These two right angle bases and this connecting bottom board connecting these two right angle bases form this first limit; The right angle base that this first rectangular base is adjacent, this connecting bottom board connecting the right angle base that this first rectangular base is adjacent form this Second Edge; The right angle base that this second rectangular base is adjacent, this connecting bottom board connecting the right angle base that this second rectangular base is adjacent form the 3rd limit; This lateral expansion base plate overlaps this lateral expansion base plate and forms the 4th limit.
2. overall peace as claimed in claim 1 tears formula high-altitude operation platform open, and it is characterized in that, this right angle base, this first rectangular base, this second rectangular base, this connecting bottom board, this lateral expansion base plate and this lateral expansion base plate form by steel plate.
3. overall peace as claimed in claim 2 tears formula high-altitude operation platform open, it is characterized in that, each steel plate is all arranged multiple equally spaced bolt hole, being fixedly connected with between this right angle base, this first rectangular base, this second rectangular base, this connecting bottom board, this lateral expansion base plate and this lateral expansion base plate realizes by plugging bolt in the bolt hole of correspondence.
4. overall peace as claimed in claim 3 tears formula high-altitude operation platform open, it is characterized in that, this entirety peace is torn formula high-altitude operation platform open and is also comprised a fence assembly, this fence assembly is vertically connected on around this base assembly, and this fence assembly comprises six bight guardrails, three embedding benefit guardrails, two door grates, an outer baffle and Internal baffles; These six bight guardrails connect two right-angle sides of these two right angle bases, this first rectangular base and this second rectangular base respectively; These three embedding benefit guardrails connect these two the bight guardrails being positioned at this first limit respectively, connect these two the bight guardrails being positioned at this Second Edge, connect these two the bight guardrails being positioned at the 3rd limit; This outer baffle and this Internal baffle partly overlap and arrange, and this outer baffle connects one of them this door grate, and this Internal baffle connects another this door grate.
5. overall peace as claimed in claim 4 tears formula high-altitude operation platform open, it is characterized in that, the baseboard that this bight guardrail, this embedding benefit guardrail and this door grate include gauze wire cloth and be connected with this gauze wire cloth.
6. overall peace as claimed in claim 5 tears formula high-altitude operation platform open, it is characterized in that, gauze wire cloth in this bight guardrail, this embedding benefit guardrail, this door grate, this outer baffle and this Internal baffle all carries out spot welding connection by angle steel, and this angle steel is offered multiple equally spaced bolt hole.
7. overall peace as claimed in claim 6 tears formula high-altitude operation platform open, it is characterized in that, this bight guardrail, being fixedly connected with between this embedding benefit guardrail, this door grate, this outer baffle and this Internal baffle realize by plugging bolt in the bolt hole of correspondence.
8. overall peace as claimed in claim 7 tears formula high-altitude operation platform open, and it is characterized in that, being fixedly connected with between this base assembly with this fence assembly realizes by plugging bolt in corresponding bolt hole.
9. overall peace as claimed in claim 4 tears formula high-altitude operation platform open, it is characterized in that, two these bight guardrails be connected with this first limit of this base assembly respectively be positioned at this Second Edge near this bight guardrail on this first limit and be positioned at the 3rd limit this bight guardrail near this first limit and be connected; These two door grates respectively be positioned at this Second Edge near this bight guardrail on the 4th limit and be positioned at the 3rd limit this bight guardrail near the 4th limit and be connected.
10. overall peace as claimed in claim 4 tears formula high-altitude operation platform open, it is characterized in that, the height of this outer baffle and this Internal baffle is all lower than this door grate, and this entirety peace is torn formula high-altitude operation platform open and also comprised at least one wire rope, and this at least one wire rope connects this two door grates.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410003976.4A CN103821337B (en) | 2014-01-06 | 2014-01-06 | A kind of overall peace tears formula high-altitude operation platform open |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410003976.4A CN103821337B (en) | 2014-01-06 | 2014-01-06 | A kind of overall peace tears formula high-altitude operation platform open |
Publications (2)
| Publication Number | Publication Date |
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| CN103821337A CN103821337A (en) | 2014-05-28 |
| CN103821337B true CN103821337B (en) | 2015-11-18 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201410003976.4A Active CN103821337B (en) | 2014-01-06 | 2014-01-06 | A kind of overall peace tears formula high-altitude operation platform open |
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| CN (1) | CN103821337B (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107858925A (en) * | 2017-10-31 | 2018-03-30 | 中国五冶集团有限公司 | Platform structure for the operation of pier stud overhead connection |
| CN110107072A (en) * | 2019-05-24 | 2019-08-09 | 浙江中天恒筑钢构有限公司 | Adjustable collapsible steel column welding mounting platform and its construction method |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH1113274A (en) * | 1997-06-27 | 1999-01-19 | Kawatetsu Kizai Kogyo Kk | Vent work scaffold |
| JP4072581B2 (en) * | 1999-02-10 | 2008-04-09 | ジャパン スチールス インターナショナル株式会社 | Scaffolding equipment |
| CN201347616Y (en) * | 2009-03-06 | 2009-11-18 | 中建钢构有限公司 | Split type steel welding operation platform |
| CN201818034U (en) * | 2010-07-02 | 2011-05-04 | 天津二十冶建设有限公司 | Movable operation platform |
| CN201826438U (en) * | 2010-10-15 | 2011-05-11 | 中国建筑第四工程局有限公司 | Steel column convenient for constructing temporary operating platform |
| KR101045097B1 (en) * | 2010-07-19 | 2011-06-29 | 주식회사 기성 | Safety working platform for a high place |
| WO2013142922A1 (en) * | 2012-03-29 | 2013-10-03 | Neptune Asset Integrity Services Pty Ltd | Platform assembly |
-
2014
- 2014-01-06 CN CN201410003976.4A patent/CN103821337B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH1113274A (en) * | 1997-06-27 | 1999-01-19 | Kawatetsu Kizai Kogyo Kk | Vent work scaffold |
| JP4072581B2 (en) * | 1999-02-10 | 2008-04-09 | ジャパン スチールス インターナショナル株式会社 | Scaffolding equipment |
| CN201347616Y (en) * | 2009-03-06 | 2009-11-18 | 中建钢构有限公司 | Split type steel welding operation platform |
| CN201818034U (en) * | 2010-07-02 | 2011-05-04 | 天津二十冶建设有限公司 | Movable operation platform |
| KR101045097B1 (en) * | 2010-07-19 | 2011-06-29 | 주식회사 기성 | Safety working platform for a high place |
| CN201826438U (en) * | 2010-10-15 | 2011-05-11 | 中国建筑第四工程局有限公司 | Steel column convenient for constructing temporary operating platform |
| WO2013142922A1 (en) * | 2012-03-29 | 2013-10-03 | Neptune Asset Integrity Services Pty Ltd | Platform assembly |
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| CN103821337A (en) | 2014-05-28 |
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Inventor after: Yu Weihua Inventor after: Wang Yongnian Inventor after: Dai Fulai Inventor after: Cai Ronggen Inventor after: Jiang Weichuan Inventor after: Yuan Xiaomin Inventor after: Chen Ruirong Inventor after: Liu Tao Inventor after: Zeng Weineng Inventor before: Yu Weihua Inventor before: Jiang Li Inventor before: Wang Yongnian Inventor before: Dai Fulai Inventor before: Cai Ronggen Inventor before: Jiang Weichuan Inventor before: Yuan Xiaoming Inventor before: Chen Ruirong |
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Free format text: CORRECT: INVENTOR; FROM: YU WEIHUA JIANG LI WANG YONGNIAN DAI FULAI CAI RONGGEN JIANG WEICHUAN YUAN XIAOMING CHEN RUIRONG TO: YU WEIHUA WANG YONGNIAN DAI FULAI CAI RONGGEN JIANG WEICHUAN YUAN XIAOMIN CHEN RUIRONG LIU TAO CENG WEINENG |
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Denomination of invention: High-altitude operation platform integrally mounted and demounted Effective date of registration: 20180129 Granted publication date: 20151118 Pledgee: Bank of Beijing Limited by Share Ltd. Shenzhen branch Pledgor: China Construction Steel Structure Corp.,Ltd. Registration number: 2018440020010 |
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| CP03 | Change of name, title or address | ||
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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 Binhe Tairan industry tipping 17 storey building No. 17A Patentee before: China Construction Steel Structure Corp.,Ltd. |
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Date of cancellation: 20221207 Granted publication date: 20151118 Pledgee: Bank of Beijing Limited by Share Ltd. Shenzhen branch Pledgor: China Construction Steel Structure Corp.,Ltd. Registration number: 2018440020010 |