CN101844612A - Fabricated scaffold and using method thereof - Google Patents
Fabricated scaffold and using method thereof Download PDFInfo
- Publication number
- CN101844612A CN101844612A CN 200910048066 CN200910048066A CN101844612A CN 101844612 A CN101844612 A CN 101844612A CN 200910048066 CN200910048066 CN 200910048066 CN 200910048066 A CN200910048066 A CN 200910048066A CN 101844612 A CN101844612 A CN 101844612A
- Authority
- CN
- China
- Prior art keywords
- scaffold
- fabricated
- fabricated scaffold
- otic placode
- supporting part
- 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
Links
Images
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
The invention discloses a fabricated scaffold and a using method thereof. The fabricated scaffold comprises a plurality of fixing parts, bearing parts and a plurality of scaffold platforms, wherein the plurality of fixing parts are vertical to a mounting surface; one bearing part is arranged on each fixing part; and the plurality of scaffold platforms are paved between two or among more than two bearing parts. The using method thereof comprises the following steps of: a ship segment stage, namely vertically and fixedly arranging the plurality of fixing parts on the mounting surface at preset intervals; and a general assembly and carrying phase, namely arranging one bearing part on each fixing part and arranging one scaffold platform on the adjacent bearing part. In the invention, a conventional operating mode that a tubular scaffold is needed to be erected in a whole cabin space so as to help a worker reach a higher operation point is changed, a method for extendedly arranging the scaffold clung to the mounting surface is adopted so as to release most of the space in the cabin, shorten the construction period, improve the use ratio of a dock, and reduce the hazard index of workers below the scaffold; and the fabricated scaffold has very obvious effect on backing construction in the ship building.
Description
Technical field
The present invention relates to a kind of fabricated scaffold and using method thereof, particularly relate to a kind of fabricated scaffold and using method thereof that boats and ships are built that be used for.
Background technology
In the prior art, add man-hour in sidewall and the operation of anti-jacking row to the bigger hull of ship type, generally general assembly and lift-launch stage within it portion set up tubular scaffold, especially to anti-jacking row operation the time, need build to anti-top from the bilge always.Existing construction method has increased the work capacity of setting up in the dock greatly, has taken to be close to space in whole cabins, brings inconvenience for simultaneously the workmen of the bilge, has increased operation danger.
Summary of the invention
The technical problem to be solved in the present invention is to build and take up space excessively in order to overcome in the prior art tubular scaffold, increases the defective of duration during dismounting, and a kind of fabricated scaffold is provided.
The present invention solves above-mentioned technical matters by following technical proposals:
A kind of fabricated scaffold, its characteristics are that it comprises:
The plurality of fixed parts, it is vertically installed in installation surface;
One is arranged at the load-supporting part on each fixed parts; And
Some landing stages of scaffold that are layed between two or more load-supporting parts.
Wherein, this fabricated scaffold comprises at least two fixed partss, two load-supporting parts and some pin hand platforms, and wherein, this fixed parts is an otic placode, and it is vertically installed in installation surface, and this otic placode is provided with some first mounting holes; This load-supporting part is a pin hand cross bar, and the one end is provided with some second mounting holes that are used to cooperate the affixed otic placode of this first mounting hole, and the two ends of this pin hand cross bar respectively are provided with a screens, are used to set firmly a scaffold guard rail.
Wherein, the fixing end of this pin hand cross bar and otic placode is provided with plurality of strengthening ribs.
Wherein, this otic placode is a rectangle.
Wherein, this otic placode is a right-angled trapezium, and wherein, the inclination angle of the relative horizontal surface of its hypotenuse equates with the inclination angle of the relative horizontal surface of installation surface.
Wherein, this scaffold guard rail is provided with some collars, is used for interconnecting between scaffold guard rail.
Wherein, this otic placode and installation surface are welding.
Wherein, this otic placode and pin hand cross bar are bolted connection.
Wherein, this fabricated scaffold comprises at least four fixed partss, at least four plurality of load bearing parts that cooperate with this fixed parts, and some landing stages of scaffold, wherein, this fixed parts is an earrings, the end face below that it hangs down and to be located at installation surface, this load-supporting part is a suspension bracket, the one end is provided with first kink that is used to connect this earrings, make it to hang down and be located at this earrings below, its other end is provided with one or more second kinks that are used for the horizontal support landing stage of scaffold.
Wherein, this fabricated scaffold also comprises some auxiliary supporting parts, should auxiliary supporting part be bar shaped, this auxiliary supporting part be arranged in second kink of suspension bracket of some coaxial distributions, be positioned at horizontal surface and the auxiliary supporting part that is parallel to each other between be equipped with the landing stage of scaffold.
Wherein, this suspension bracket and auxiliary supporting part are steel bar or steel pipe.
The present invention also provides a kind of using method of described fabricated scaffold, and its characteristics are that it comprises the steps:
S
1, the boat segmental stage, vertically set firmly the plurality of fixed parts in installation surface with default spacing;
S
2, complete cross section and lift-launch stage, a load-supporting part is set on each fixed parts, and on adjacent load-supporting part, sets up a landing stage of scaffold.
Wherein, step S
1Also comprise the steps:
S
11, vertically set firmly the plurality of fixed parts at bulkhead;
S
12, on anti-top T row, vertically setting firmly the plurality of fixed parts.
Wherein, step S
2Also comprise the steps:
S
21, set up the fabricated scaffold of bulkhead along bulkhead, and progressively extend to anti-top;
S
22, by being positioned at bulkhead and the anti-fabricated scaffold that pushes up the bulkhead of junction is built the fabricated scaffold that is positioned at anti-top;
S
23, utilize S
22In the fabricated scaffold that is positioned at anti-top built progressively extend and set up to anti-top central authorities.
Positive progressive effect of the present invention is:
1, the fabricated scaffold among the present invention comprises, is installed in the fixed parts of installation surface in the segmentation stage before bulkhead enters dock, and the load-supporting part and the landing stage of scaffold of general assembly after entering dock and the assembling of lift-launch stage.Because its constructional feature makes the building of whole scaffold be advanced to and just can begin to carry out before hull enters dock, reduced the time that scaffolds erecting in dock, shorten the duration, improve the utilization of dock.
2, the fabricated scaffold among the present invention is changed needs to set up scaffold reaches higher construction point with the help workman mode of operation in the past in whole cabin space, employing is close to installation surface and is extended the method for setting up, not only saved the use of pipe, more discharge the most spaces in the cabin, reduced the workman's who is positioned at the work of scaffold below hazard index, extremely significant effect has been arranged for anti-construction of pushing up in the boats and ships construction.
Description of drawings
Fig. 1 is the block diagram of the fabricated scaffold in the embodiment of the invention 1.
Fig. 2 is the lateral plan of the fabricated scaffold in the embodiment of the invention 2.
Fig. 3 is the block diagram of the fabricated scaffold in the embodiment of the invention 3.
Fig. 4 is the block diagram of the fabricated scaffold in the embodiment of the invention 4.
The specific embodiment
Provide preferred embodiment of the present invention below in conjunction with accompanying drawing, to describe technical scheme of the present invention in detail.
As shown in Figure 1, be installed on the block diagram of the vertical bulkhead of cabin for fabricated scaffold of the present invention.In the present embodiment, fabricated scaffold comprises two otic placodes 2 that are vertically welded on the bulkhead 1, and its cross-sectional plane is a rectangle, and this otic placode 2 is provided with two first mounting holes 21.Each otic placode 2 is provided with a pin hand cross bar 3 that is used for support scaffolding platform 4, the end that pin hand cross bar 3 is installed on otic placode 2 is provided with second mounting hole 32 that cooperates first mounting hole 21, pin hand cross bar 3 keeps level by bolted on otic placode 2 and with ground, also be provided with a reinforced rib 31 at same end.The two ends of this pin hand cross bar 3 also respectively are provided with a screens 33 that is used to install the hollow cylindrical of scaffold guard rail 5, and scaffold guard rail 5 is provided with two collars 51 and is used for 5 mutual connections of scaffold guard rail.On two parallel pin hand cross bars 3, lay the landing stage of scaffold 4.
As shown in Figure 2, the difference of present embodiment and embodiment 1 is, bulkhead 1 forms an angle with horizontal surface in this example, so adopting a cross-sectional plane is otic placode 2 in the trapezoidal otic placode 2 ' alternate embodiment 1, and remaining pin hand cross bar 3 relative ground levels, remainder and embodiment 1 are identical.Thus embodiment as can be known, the shape of otic placode can be selected according to the actual conditions of its fixing attachment face, can be rectangle, trapezoidal or polygon etc.
As shown in Figure 3, be installed on the block diagram on the anti-top of cabin for the fabricated scaffold among the present invention.In the present embodiment, fabricated scaffold comprises four, and this earrings 6 is the U type in the present embodiment with rectangular distribution and the earrings 6 that is oppositely arranged in twos, and its open end is welded on the T row on the anti-top of cabin.Suspension bracket 7 in the present embodiment is made for the bar shaped steel, is located at first kinks 71 in the earrings 6 by end hook on it and hangs down and be located at T row's belows.The lower end of each suspension bracket 7 is provided with second kink 72 that is used for support scaffolding platform 4, this second kink 72 be positioned at this first kink 71 under and become 90 ° with perpendicular.On 4 layings of the landing stage of scaffold and this four second kinks 72.
Wherein, can be to the length of suspension bracket 7, promptly the spacing of first kink 71 and second kink 72 is suitably adjusted and is guaranteed between the landing stage of scaffold 4 and the anti-top of cabin enough construction spaces are arranged.
As shown in Figure 4, the difference of present embodiment and embodiment 3 is, the suspension bracket 7 that the suspension bracket 7 ' that adopts steel pipe to make in the present embodiment replaces the bar shaped steel among the embodiment 3 to make.The upper end of suspension bracket 7 ' is provided with one and is used for first kink 71 ' that hook is established earrings 6, be positioned at same perpendicular with this first kink 71 ' and be arranged with second kink 72 ' of a W type under it, this second kink 72 ' comprises that two are triggered portion 721 ' and 722 '.The fabricated scaffold of present embodiment also comprises the steel pipe 8 of the auxiliary supporting part of two conducts, and it is arranged in two coaxial settings respectively and triggers in the portion, and it is parallel to each other and forms the track of laying the landing stage of scaffold 4.
In build process, extend along the steel pipe direction as need and to scaffold erecting, then utilize the vacant portion that triggers of second kink 72 ', and the coaxial with it portion of triggering that cooperates its back to hang in the suspension bracket of establishing lays steel pipe, lay extension rail with this staggered portion of triggering.Remainder is all identical with embodiment 3.
The present invention also provides a kind of using method of this fabricated scaffold, and it comprises the steps:
At first, boat segmental welded otic placode 2 at bulkhead with default spacing, and weld earrings 6 with predeterminable range on the T row on anti-top during the stage.Then,, on the otic placode 2 that is positioned at bulkhead, set firmly pin hand cross bar 3, and lay the landing stage of scaffold 4 on same horizontal surface and the adjacent bipod hand cross bar 3 being positioned at bolt in the stage of general assembly and lift-launch.Subsequently, installation foot hand saver hurdle 5 in the screens 33 of pin hand cross bar 3, and hang up grille guard in the outside of scaffold guard rail 5.
After the scaffold that is positioned at bulkhead progressively extends upwardly to anti-top, the building of the anti-scaffold that pushes up.Scaffold by set up bulkhead and junction, anti-top hangs suspension bracket 7 below the earrings 6 that is positioned at T row.Suspension bracket 6 coaxial trigger tubing 8 between portion 721 ', the pipeline 8 that is parallel to each other in twos is built into the track of laying the landing stage of scaffold 4, lays the landing stage of scaffold 4 at last in track.
When the bulkhead and the scaffold on the anti-top of junction, anti-top finish build after, the workmen can be by the scaffold on this anti-top progressively to the extension of anti-top central authorities.Whole building is only carried out near the working space on anti-top.
The otic placode of the fabricated scaffold among the present invention and earrings can not dismantled in scaffold dismounting work, so that can reuse when boats and ships later period maintenance and maintenance, reduce the work capacity of scaffold building, shortened the time of scaffold building and dismounting, improved work efficiency greatly.
Though more than described the specific embodiment of the present invention, it will be understood by those of skill in the art that these only are casehistorys, under the prerequisite that does not deviate from principle of the present invention and essence, can make numerous variations or modification to these embodiments.Therefore, protection scope of the present invention is limited by appended claims.
Claims (14)
1. fabricated scaffold is characterized in that it comprises:
The plurality of fixed parts, it is vertically installed in installation surface;
One is arranged at the load-supporting part on each fixed parts; And
Some landing stages of scaffold that are layed between two or more load-supporting parts.
2. fabricated scaffold as claimed in claim 1, it is characterized in that, this fabricated scaffold comprises at least two fixed partss, two load-supporting parts and some pin hand platforms, wherein, this fixed parts is an otic placode, and it is vertically installed in installation surface, and this otic placode is provided with some first mounting holes; This load-supporting part is a pin hand cross bar, and the one end is provided with some second mounting holes that are used to cooperate the affixed otic placode of this first mounting hole, and the two ends of this pin hand cross bar respectively are provided with a screens, are used to set firmly a scaffold guard rail.
3. fabricated scaffold as claimed in claim 2 is characterized in that, the fixing end of this pin hand cross bar and otic placode is provided with plurality of strengthening ribs.
4. fabricated scaffold as claimed in claim 2 is characterized in that, this otic placode is a rectangle.
5. fabricated scaffold as claimed in claim 2 is characterized in that, this otic placode is a right-angled trapezium, and wherein, the inclination angle of the relative horizontal surface of its hypotenuse equates with the inclination angle of the relative horizontal surface of installation surface.
6. the fabricated scaffold shown in claim 2 is characterized in that, this scaffold guard rail is provided with some collars, is used for interconnecting between scaffold guard rail.
7. fabricated scaffold as claimed in claim 2 is characterized in that, this otic placode and installation surface are welding.
8. fabricated scaffold as claimed in claim 2 is characterized in that, this otic placode and pin hand cross bar are bolted connection.
9. fabricated scaffold as claimed in claim 1, it is characterized in that, this fabricated scaffold comprises at least four fixed partss, at least four plurality of load bearing parts that cooperate with this fixed parts, and some landing stages of scaffold, wherein, this fixed parts is an earrings, the end face below that it hangs down and is located at installation surface, this load-supporting part is a suspension bracket, the one end is provided with first kink that is used to connect this earrings, makes it to hang down to be located at this earrings below, and its other end is provided with one or more second kinks that are used for the horizontal support landing stage of scaffold.
10. fabricated scaffold as claimed in claim 9, it is characterized in that, this fabricated scaffold also comprises some auxiliary supporting parts, should auxiliary supporting part be bar shaped, should auxiliary supporting part be arranged in second kink of suspension bracket of some coaxial distributions, be positioned at horizontal surface and the auxiliary supporting part that is parallel to each other between be equipped with the landing stage of scaffold.
11. fabricated scaffold as claimed in claim 9 is characterized in that, this suspension bracket and auxiliary supporting part are steel bar or steel pipe.
12. the using method of the described fabricated scaffold of claim 1 is characterized in that it comprises the steps:
S
1, the boat segmental stage, vertically set firmly the plurality of fixed parts in installation surface with default spacing;
S
2, complete cross section and lift-launch stage, a load-supporting part is set on each fixed parts, and on adjacent load-supporting part, sets up a landing stage of scaffold.
13. the using method of fabricated scaffold as claimed in claim 12 is characterized in that, step S
1Also comprise the steps:
S
11, vertically set firmly the plurality of fixed parts at bulkhead;
S
12, on anti-top T row, vertically setting firmly the plurality of fixed parts.
14. the using method as right will be removed 12 described fabricated scaffolds is characterized in that, step S
2Also comprise the steps:
S
21, set up the fabricated scaffold of bulkhead along bulkhead, and progressively extend to anti-top;
S
22, by being positioned at bulkhead and the anti-fabricated scaffold that pushes up the bulkhead of junction is built the fabricated scaffold that is positioned at anti-top;
S
23, utilize S
22In the fabricated scaffold that is positioned at anti-top built progressively extend and set up to anti-top central authorities.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 200910048066 CN101844612B (en) | 2009-03-24 | 2009-03-24 | Fabricated scaffold and using method thereof |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 200910048066 CN101844612B (en) | 2009-03-24 | 2009-03-24 | Fabricated scaffold and using method thereof |
Publications (2)
Publication Number | Publication Date |
---|---|
CN101844612A true CN101844612A (en) | 2010-09-29 |
CN101844612B CN101844612B (en) | 2013-04-24 |
Family
ID=42769465
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN 200910048066 Expired - Fee Related CN101844612B (en) | 2009-03-24 | 2009-03-24 | Fabricated scaffold and using method thereof |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN101844612B (en) |
Cited By (20)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102145739A (en) * | 2011-03-14 | 2011-08-10 | 沪东中华造船(集团)有限公司 | Scaffold suitable for cargo hold area |
CN103343612A (en) * | 2013-08-02 | 2013-10-09 | 南通亨特管业有限公司 | Installation method of indoor movable scaffold assembly |
CN103482043A (en) * | 2013-09-23 | 2014-01-01 | 浙江海洋学院 | Marine used fixture for erecting scaffold |
CN104264963A (en) * | 2014-09-12 | 2015-01-07 | 江苏扬子鑫福造船有限公司 | Hatch coaming scaffold |
CN104691719A (en) * | 2013-12-10 | 2015-06-10 | 大连顺杰机械有限公司 | Triangular bracket |
CN105000153A (en) * | 2015-06-25 | 2015-10-28 | 上海外高桥造船有限公司 | Scaffold horse and scaffold building method |
CN105539769A (en) * | 2015-12-23 | 2016-05-04 | 江苏现代造船技术有限公司 | Method for building scaffolds in closing stage of bottom side tank of bulk cargo ship cargo hold |
CN106335605A (en) * | 2016-10-17 | 2017-01-18 | 上海江南长兴造船有限责任公司 | Method for erecting scaffold handrails for top of hatch coaming |
CN107434009A (en) * | 2017-08-28 | 2017-12-05 | 上海江南长兴造船有限责任公司 | A kind of scaffold building method based on structural perforate |
CN108791702A (en) * | 2018-05-31 | 2018-11-13 | 广船国际有限公司 | A kind of corrugated bulkhead scaffold installation method |
WO2019024290A1 (en) * | 2017-07-31 | 2019-02-07 | 广船国际有限公司 | Method for building scaffold device in hyperboloidal linear cabin |
WO2019024356A1 (en) * | 2017-07-31 | 2019-02-07 | 广船国际有限公司 | Horizontal-level scaffold brace and scaffold using same |
CN109398644A (en) * | 2018-11-06 | 2019-03-01 | 南通中远海运川崎船舶工程有限公司 | A kind of disassembling method of foot hand equipment peculiar to vessel |
CN109488008A (en) * | 2018-10-09 | 2019-03-19 | 广州黄船海洋工程有限公司 | A kind of coupling type hanger job platform |
CN109774885A (en) * | 2019-02-27 | 2019-05-21 | 太平洋海洋工程(舟山)有限公司 | A kind of quick despatch scaffold device for FSRU |
CN110053735A (en) * | 2019-03-15 | 2019-07-26 | 沪东中华造船(集团)有限公司 | A kind of scaffold building method for Large LNG bilge portion ballast tank region |
CN112093003A (en) * | 2020-09-03 | 2020-12-18 | 招商局邮轮制造有限公司 | Installation method of marine scaffold wall connecting piece |
CN112432012A (en) * | 2020-11-24 | 2021-03-02 | 中建八局科技建设有限公司 | Suspension type object mounting support base |
CN112693579A (en) * | 2021-01-22 | 2021-04-23 | 广船国际有限公司 | Ship suspension frame and installation method thereof |
CN114348207A (en) * | 2021-12-13 | 2022-04-15 | 上海江南长兴造船有限责任公司 | Method for erecting scaffold in linear area of ship outer plate |
Family Cites Families (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
AT235555B (en) * | 1962-08-29 | 1964-09-10 | Uranus Trust Reg | Armor carriers |
KR100796629B1 (en) * | 2006-03-03 | 2008-01-22 | 한국가스공사 | Materials transfer apparatus of scaffolding for constructing insulation system in cargo tank of lng carrier |
CN201092729Y (en) * | 2007-09-05 | 2008-07-30 | 上海外高桥造船有限公司 | Foot hand cross bar |
CN201124923Y (en) * | 2007-10-09 | 2008-10-01 | 上海外高桥造船有限公司 | Hanging device for ceiling |
CN201140783Y (en) * | 2007-12-28 | 2008-10-29 | 上海外高桥造船有限公司 | Composed scaffold |
-
2009
- 2009-03-24 CN CN 200910048066 patent/CN101844612B/en not_active Expired - Fee Related
Cited By (22)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102145739A (en) * | 2011-03-14 | 2011-08-10 | 沪东中华造船(集团)有限公司 | Scaffold suitable for cargo hold area |
CN103343612A (en) * | 2013-08-02 | 2013-10-09 | 南通亨特管业有限公司 | Installation method of indoor movable scaffold assembly |
CN103482043A (en) * | 2013-09-23 | 2014-01-01 | 浙江海洋学院 | Marine used fixture for erecting scaffold |
CN104691719A (en) * | 2013-12-10 | 2015-06-10 | 大连顺杰机械有限公司 | Triangular bracket |
CN104264963A (en) * | 2014-09-12 | 2015-01-07 | 江苏扬子鑫福造船有限公司 | Hatch coaming scaffold |
CN105000153B (en) * | 2015-06-25 | 2018-05-04 | 上海外高桥造船有限公司 | Foot hand horse and the method for scaffold building |
CN105000153A (en) * | 2015-06-25 | 2015-10-28 | 上海外高桥造船有限公司 | Scaffold horse and scaffold building method |
CN105539769A (en) * | 2015-12-23 | 2016-05-04 | 江苏现代造船技术有限公司 | Method for building scaffolds in closing stage of bottom side tank of bulk cargo ship cargo hold |
CN106335605A (en) * | 2016-10-17 | 2017-01-18 | 上海江南长兴造船有限责任公司 | Method for erecting scaffold handrails for top of hatch coaming |
WO2019024290A1 (en) * | 2017-07-31 | 2019-02-07 | 广船国际有限公司 | Method for building scaffold device in hyperboloidal linear cabin |
WO2019024356A1 (en) * | 2017-07-31 | 2019-02-07 | 广船国际有限公司 | Horizontal-level scaffold brace and scaffold using same |
CN107434009A (en) * | 2017-08-28 | 2017-12-05 | 上海江南长兴造船有限责任公司 | A kind of scaffold building method based on structural perforate |
CN107434009B (en) * | 2017-08-28 | 2019-06-18 | 上海江南长兴造船有限责任公司 | A kind of scaffold building method based on structural aperture |
CN108791702A (en) * | 2018-05-31 | 2018-11-13 | 广船国际有限公司 | A kind of corrugated bulkhead scaffold installation method |
CN109488008A (en) * | 2018-10-09 | 2019-03-19 | 广州黄船海洋工程有限公司 | A kind of coupling type hanger job platform |
CN109398644A (en) * | 2018-11-06 | 2019-03-01 | 南通中远海运川崎船舶工程有限公司 | A kind of disassembling method of foot hand equipment peculiar to vessel |
CN109774885A (en) * | 2019-02-27 | 2019-05-21 | 太平洋海洋工程(舟山)有限公司 | A kind of quick despatch scaffold device for FSRU |
CN110053735A (en) * | 2019-03-15 | 2019-07-26 | 沪东中华造船(集团)有限公司 | A kind of scaffold building method for Large LNG bilge portion ballast tank region |
CN112093003A (en) * | 2020-09-03 | 2020-12-18 | 招商局邮轮制造有限公司 | Installation method of marine scaffold wall connecting piece |
CN112432012A (en) * | 2020-11-24 | 2021-03-02 | 中建八局科技建设有限公司 | Suspension type object mounting support base |
CN112693579A (en) * | 2021-01-22 | 2021-04-23 | 广船国际有限公司 | Ship suspension frame and installation method thereof |
CN114348207A (en) * | 2021-12-13 | 2022-04-15 | 上海江南长兴造船有限责任公司 | Method for erecting scaffold in linear area of ship outer plate |
Also Published As
Publication number | Publication date |
---|---|
CN101844612B (en) | 2013-04-24 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN101844612B (en) | Fabricated scaffold and using method thereof | |
CN104453197B (en) | High Large Cantilever concrete structural steel shape supports platform | |
CN103061506B (en) | Construction method of steel structure dome | |
CN105672678A (en) | Method for mounting overall steel protective shed cantilever frame | |
CN202642059U (en) | Boat side suspension type mobile staging | |
CN102900022A (en) | Hydraulic climbing formwork construction method for leaning tower of cable-stayed bridge | |
CN102673753A (en) | Suspension-type movable scaffold for ship | |
CN208502206U (en) | Assembling the shaped steel suspension scaffolding | |
CN105350760B (en) | A kind of construction method of suspending scaffold | |
CN100476146C (en) | High altitude placing steel pole inner concrete operating platform frame | |
CN105442453A (en) | Construction method for suspension bridge tower crossbeam combination support | |
CN106013784A (en) | Angle iron frame template and construction method | |
CN209780193U (en) | Suspension type scaffold | |
CN105088963A (en) | Bridge navigation hole temporary rope way bridge capable of resisting strong winds and waves and construction method thereof | |
CN211689927U (en) | Operating platform device for construction in bridge tower | |
EP2892798B1 (en) | Method and module for the installation of equipment on a ship | |
CN106049283A (en) | Bridge rectangular pier hanging die construction method | |
CN113512944A (en) | Rigid frame bridge side span construction method using bracket and hanging basket | |
CN202925471U (en) | Hydraulic formwork system for high pier construction | |
CN218205607U (en) | Protective cantilever operation platform | |
CN115075530B (en) | Cantilever structure and construction method thereof | |
CN218562115U (en) | Step ladder channel for hanging basket | |
CN217352125U (en) | Bailey bridge builds with channel-section steel assembled steel landing stage railing | |
CN117166813B (en) | Construction method for building curtain wall reconstruction external protection system | |
CN217923129U (en) | Assembled construction channel and operation platform |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C06 | Publication | ||
PB01 | Publication | ||
C10 | Entry into substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130424 Termination date: 20160324 |
|
CF01 | Termination of patent right due to non-payment of annual fee |