CN106401157A - Movable operation platform and high-altitude construction method - Google Patents
Movable operation platform and high-altitude construction method Download PDFInfo
- Publication number
- CN106401157A CN106401157A CN201610985897.7A CN201610985897A CN106401157A CN 106401157 A CN106401157 A CN 106401157A CN 201610985897 A CN201610985897 A CN 201610985897A CN 106401157 A CN106401157 A CN 106401157A
- Authority
- CN
- China
- Prior art keywords
- operating platform
- movable operating
- installation site
- steel truss
- chip
- 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.)
- Pending
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
- E04G3/28—Mobile scaffolds; Scaffolds with mobile platforms
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention discloses a movable operation platform and a high-altitude construction method. The platform is used for being installed on a steel truss and comprises a bottom frame, limiting assemblies and supporting assemblies. The limiting assemblies are perpendicularly installed at the two ends of the bottom frame. The supporting assemblies are installed on the tops of the limiting assemblies. Each supporting assembly comprises a rectangular structure composed of supporting rods, wherein at least two edges perpendicular to each other extend outwards to form the L-shaped supporting rods. Each limiting assembly comprises at least two rows of parallel vertical rods. According to the movable operation platform and the high-altitude construction method, the movable operation platform is directly lifted to the steel truss, the time for building a construction channel and a construction platform during high-altitude construction is directly shortened, the construction progress is accelerated, and the construction efficiency is improved.
Description
Technical field
The invention belongs to technical field of building construction, in particular to a kind of movable operating platform and high-altitude construction party
Method.
Background technology
At present, high-altitude construction is typically after building truss framework, more separately builds construction passage and operation platform, greatly
Extend the engineering time, reduce efficiency of construction.Increased simultaneously and in work progress, build construction passage and operating platform
Dangerous.
Content of the invention
For solving the above problems, the invention provides a kind of movable operating platform, by movable operating platform is installed to
Shorten the engineering time, thus improving efficiency of construction on steel truss.
The invention provides a kind of movable operating platform, it is used for being arranged on steel truss, including underframe, limit assembly, prop up
Support component, limit assembly is vertically mounted on underframe two ends, and support component is arranged on limit assembly top, wherein,
Support component includes the rectangular configuration being made up of pole, and at least orthogonal two sides stretch out for L-shaped
Pole；
Limit assembly includes the parallel montant of at least two rows.
Further, in movable operating platform of the present invention, underframe includes at least two supervisors being parallel to each other, secondary
Pipe, secondary pipe two ends and supervisor's right angle setting.
Further, in movable operating platform of the present invention, underframe is provided with wooden springboard.
Further, in movable operating platform of the present invention, steel truss is provided with security row fall line.
Present invention also offers a kind of high-altitude construction method, comprise the steps：
Build across chip steel truss, and lay safety net in its bottom, across chip truss arranges at least three layers mounting layer,
Each mounting layer includes at least one installation site；
Make underframe, limit assembly, support component, limit assembly is vertically mounted on underframe two ends, and by support component
It is arranged on limit assembly and be mounted to movable operating platform；
Using staircase or plus auxiliary truck crane movable operating platform is hung to installation site on across chip steel truss, by activity
Operating platform be placed on installation site, and be fixed using steel wire rope.
Further, in the construction method of high-altitude of the present invention, using staircase or plus auxiliary truck crane by activity behaviour
As platform be hung to installation site on across chip steel truss when,
Cable rope is reinforced on movable operating platform, controls the swing in movable operating platform uphill process.
Further, in the construction method of high-altitude of the present invention, using staircase or plus auxiliary truck crane by activity behaviour
It is hung to installation site on across chip steel truss as platform, movable operating platform is placed on installation site, and utilize steel wire rope
After being fixed
Security row fall line is installed on across chip steel truss or movable operating platform.
Further, in the construction method of high-altitude of the present invention, using staircase or plus auxiliary truck crane by activity behaviour
It is hung to installation site on across chip steel truss as platform, movable operating platform is placed on installation site, and utilize steel wire rope
When being fixed
Hang safety hanging cradle outside across chip steel truss.
Further, in the construction method of high-altitude of the present invention, using staircase or plus auxiliary truck crane by activity behaviour
It is hung to installation site on across chip steel truss as platform, movable operating platform is placed on installation site, and utilize steel wire rope
In being fixed
Measurement installation site and the size of movable operating platform.
To sum up, the present invention passes through movable operating platform is directly hung on steel truss, directly decreases in the construction of high-altitude and takes
Build the time of construction passage and operation platform, accelerate construction progress, improve efficiency of construction.
Brief description
Fig. 1 is the structural representation of one embodiment of movable operating platform of the present invention；
Fig. 2 is the structural representation of one embodiment of underframe in movable operating platform of the present invention；
Fig. 3 is the structural representation of one embodiment of support component in movable operating platform of the present invention.
Specific embodiment
Below by specific embodiment and combine accompanying drawing the present invention is described in further detail.
As Figure 1-3, the invention provides a kind of movable operating platform, be used for being arranged on steel truss, including underframe,
Limit assembly, support component, limit assembly is vertically mounted on underframe two ends, and support component is arranged on limit assembly top, wherein,
Support component includes the rectangular configuration being made up of pole, and at least orthogonal two sides stretch out for L-shaped
Pole；
Limit assembly includes the parallel montant of at least two rows.
User stands provides construction passage and operating platform to workmen on underframe, and using limit assembly to
The operating position during construction at family is defined；And in support component include two extensions L-shaped pole, by L-shaped pole
Setting snaps into movable operating platform of the present invention on steel truss, and underframe is then placed on the truss of steel truss, finally
Using the fixing L-shaped pole of steel wire rope and underframe, improve the stability of movable operating platform and steel truss.
In the present embodiment, underframe includes at least two supervisors being parallel to each other, secondary pipes, secondary pipe two ends peace vertical with supervisor
Dress, when being embodied as, supervisor optionally adopts the square tube of 100*5, and secondary pipe optionally adopts the square tube of 50*3.Limit assembly bag
Include the parallel montant of two rows, i.e. 4 montants vertical with underframe, when being embodied as, montant optionally arranges multiple rows of.Therefore spacing group
When the montant row of the setting of part is few, the danger that workmen causes because reaching movable operating platform edge in work progress
Property will improve, therefore by the setting of limit assembly, the position of underframe is defined, controls fortune on underframe for the workmen
Dynamic scope, thus reduce the danger of construction.
Further, in order to improve the balance in workmen's work progress, wooden springboard is optionally set up on underframe.Logical
The setting crossing wooden springboard provides a user with walking pedal, and convenient construction personnel pass through.Further, also optional steel truss is installed
Security row is had to walk on the rope.After movable operating platform is fixed on steel truss, then security row fall line is installed on steel truss, further
The safety of workmen is ensured, prevents workmen from dropping.
Present invention also offers a kind of high-altitude construction method, comprise the steps：
Step A, build across chip steel truss, and lay safety net in its bottom, across chip truss arranges at least three layers
Mounting layer, each mounting layer includes at least one installation site；
Step B, making underframe, limit assembly, support component, limit assembly are vertically mounted on underframe two ends, and will prop up
Support component is arranged on limit assembly and is mounted to movable operating platform；When being embodied as, support component includes being made up of pole
Rectangular configuration, and the pole that at least orthogonal two sides stretch out for L-shaped；It is parallel perpendicular that limit assembly includes at least two rows
Bar.
Step C, using staircase or plus auxiliary truck crane movable operating platform is hung to installation site on across chip steel truss,
Movable operating platform is placed on installation site, and is fixed using steel wire rope.
Further, using staircase or plus auxiliary truck crane movable operating platform is hung to installation position on across chip steel truss
When putting,
Cable rope is reinforced on movable operating platform, controls the swing in movable operating platform uphill process.
Further, using staircase or plus auxiliary truck crane movable operating platform is hung to installation position on across chip steel truss
Put, movable operating platform is placed on installation site, and after being fixed using steel wire rope
Security row fall line is installed on across chip steel truss or movable operating platform.
Further, using staircase or plus auxiliary truck crane movable operating platform is hung to installation position on across chip steel truss
Put, movable operating platform is placed on installation site, and when being fixed using steel wire rope
Hang safety hanging cradle outside across chip steel truss.
Further, using staircase or plus auxiliary truck crane movable operating platform is hung to installation position on across chip steel truss
Put, movable operating platform is placed on installation site, and be fixed using steel wire rope
Measurement installation site and the size of movable operating platform.
The foregoing is only the preferred embodiments of the present invention, be not limited to the present invention, for the skill of this area
For art personnel, the present invention can have various modifications and variations.All within the spirit and principles in the present invention, made any repair
Change, equivalent, improvement etc., should be included within the scope of the present invention.
Claims (9)
1. a kind of movable operating platform, is used for being arranged on steel truss it is characterised in that including underframe, limit assembly, support group
Part, limit assembly is vertically mounted on underframe two ends, and support component is arranged on limit assembly top, wherein,
Support component includes the rectangular configuration being made up of pole, and at least orthogonal two sides stretch out for L-shaped
Bar；
Limit assembly includes the parallel montant of at least two rows.
2. movable operating platform according to claim 1 is it is characterised in that underframe includes at least two masters being parallel to each other
Pipe, secondary pipe, secondary pipe two ends and supervisor's right angle setting.
3. movable operating platform according to claim 1 is it is characterised in that be provided with wooden springboard on underframe.
4. movable operating platform according to claim 1 is it is characterised in that be provided with security row fall line on steel truss.
5. a kind of high-altitude construction method is it is characterised in that comprise the steps：
Build across chip steel truss, and lay safety net in its bottom, across chip truss arranges at least three layers mounting layer, each
Mounting layer includes at least one installation site；
Make underframe, limit assembly, support component, limit assembly is vertically mounted on underframe two ends, and support component is installed
Movable operating platform is mounted on limit assembly；
Using staircase or plus auxiliary truck crane movable operating platform is hung to installation site on across chip steel truss, by activity operations
Platform be placed on installation site, and be fixed using steel wire rope.
6. senior engineer's construction method according to claim 5 it is characterised in that using staircase or plus auxiliary truck crane will live
When dynamic operating platform is hung to installation site on across chip steel truss,
Cable rope is reinforced on movable operating platform, controls the swing in movable operating platform uphill process.
7. high-altitude according to claim 5 construction method it is characterised in that using staircase or plus auxiliary truck crane will live
Dynamic operating platform is hung to installation site on across chip steel truss, and movable operating platform is placed on installation site, and utilizes steel
After cord is fixed
Security row fall line is installed on across chip steel truss or movable operating platform.
8. high-altitude according to claim 5 construction method it is characterised in that using staircase or plus auxiliary truck crane will live
Dynamic operating platform is hung to installation site on across chip steel truss, and movable operating platform is placed on installation site, and utilizes steel
When cord is fixed
Hang safety hanging cradle outside across chip steel truss.
9. high-altitude according to claim 5 construction method it is characterised in that using staircase or plus auxiliary truck crane will live
Dynamic operating platform is hung to installation site on across chip steel truss, and movable operating platform is placed on installation site, and utilizes steel
During cord is fixed
Measurement installation site and the size of movable operating platform.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610985897.7A CN106401157A (en) | 2016-11-09 | 2016-11-09 | Movable operation platform and high-altitude construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610985897.7A CN106401157A (en) | 2016-11-09 | 2016-11-09 | Movable operation platform and high-altitude construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106401157A true CN106401157A (en) | 2017-02-15 |
Family
ID=59229833
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610985897.7A Pending CN106401157A (en) | 2016-11-09 | 2016-11-09 | Movable operation platform and high-altitude construction method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106401157A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107419902A (en) * | 2017-08-30 | 2017-12-01 | 广州市第四建筑工程有限公司 | The method of steel-structure factory building crane girder construction roofing |
| CN110984589A (en) * | 2019-11-29 | 2020-04-10 | 中国二十二冶集团有限公司 | Method for mounting assembly platform of super-long steel beam high altitude |
Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CA2459602A1 (en) * | 2004-03-02 | 2005-09-02 | John Di Poce | Apparatus for improving construction safety |
| CN201786007U (en) * | 2010-06-22 | 2011-04-06 | 浙江中南建设集团钢结构有限公司 | Aerial operation hanging basket |
| CN102251666A (en) * | 2011-05-04 | 2011-11-23 | 河南五建第二建筑安装有限公司 | Overhanging type discharging platform |
| CN202755634U (en) * | 2012-08-07 | 2013-02-27 | 中建三局建设工程股份有限公司 | Suspension type operational platform |
| CN103615103A (en) * | 2013-11-06 | 2014-03-05 | 苏州金螳螂建筑装饰股份有限公司 | Hanging type assembled movable platform |
| CN204040435U (en) * | 2014-03-31 | 2014-12-24 | 中国建筑第八工程局有限公司 | High-altitude steel structure welding Hanging Basket |
| CN204059901U (en) * | 2014-08-07 | 2014-12-31 | 深圳市宝鹰建设集团股份有限公司 | A kind of high-altitude construction operation platform |
| CN204510767U (en) * | 2015-02-22 | 2015-07-29 | 福建六建集团有限公司 | The basket operating platform of Novel hanging |
| CN206267512U (en) * | 2016-11-09 | 2017-06-20 | 北京城建集团有限责任公司 | A kind of movable operating platform |
-
2016
- 2016-11-09 CN CN201610985897.7A patent/CN106401157A/en active Pending
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CA2459602A1 (en) * | 2004-03-02 | 2005-09-02 | John Di Poce | Apparatus for improving construction safety |
| CN201786007U (en) * | 2010-06-22 | 2011-04-06 | 浙江中南建设集团钢结构有限公司 | Aerial operation hanging basket |
| CN102251666A (en) * | 2011-05-04 | 2011-11-23 | 河南五建第二建筑安装有限公司 | Overhanging type discharging platform |
| CN202755634U (en) * | 2012-08-07 | 2013-02-27 | 中建三局建设工程股份有限公司 | Suspension type operational platform |
| CN103615103A (en) * | 2013-11-06 | 2014-03-05 | 苏州金螳螂建筑装饰股份有限公司 | Hanging type assembled movable platform |
| CN204040435U (en) * | 2014-03-31 | 2014-12-24 | 中国建筑第八工程局有限公司 | High-altitude steel structure welding Hanging Basket |
| CN204059901U (en) * | 2014-08-07 | 2014-12-31 | 深圳市宝鹰建设集团股份有限公司 | A kind of high-altitude construction operation platform |
| CN204510767U (en) * | 2015-02-22 | 2015-07-29 | 福建六建集团有限公司 | The basket operating platform of Novel hanging |
| CN206267512U (en) * | 2016-11-09 | 2017-06-20 | 北京城建集团有限责任公司 | A kind of movable operating platform |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107419902A (en) * | 2017-08-30 | 2017-12-01 | 广州市第四建筑工程有限公司 | The method of steel-structure factory building crane girder construction roofing |
| CN110984589A (en) * | 2019-11-29 | 2020-04-10 | 中国二十二冶集团有限公司 | Method for mounting assembly platform of super-long steel beam high altitude |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103206074B (en) | Elevator shaft template construction method, platform and support | |
| CN206692235U (en) | A kind of steel structure dome lifts by crane erecting device | |
| CN106592962A (en) | Large-height-difference long-span stiff-skeleton cladding concrete formwork construction method and apparatus | |
| CN106401157A (en) | Movable operation platform and high-altitude construction method | |
| CN205934718U (en) | Movable hanging basket device for bridge construction | |
| CN105484165B (en) | Integrated prestress tensioning frame structure and manufacturing and using methods thereof | |
| CN105839907A (en) | Suspension type steel platform scaffold foundation and method for mounting same | |
| CN106567542A (en) | Super high-rise double tower building steel structure corridor assembling method | |
| CN207267961U (en) | A kind of bridge pier shaft pours operating platform | |
| CN203547125U (en) | Column type overall steel platform hydraulic creeping formwork | |
| CN205955160U (en) | Antiskid lattice formula elevartor shaft removes operation platform | |
| CN203475801U (en) | Telescopic steel platform for elevator shaft | |
| CN206267512U (en) | A kind of movable operating platform | |
| CN204475182U (en) | Installation frock of railway pier mound top hanging flower basket | |
| CN204212065U (en) | Bridge crossing anticollision barrier punching block erection equipment | |
| CN203430009U (en) | Construction hanging basket | |
| CN207063484U (en) | Movable operating platform for corridor construction | |
| CN104195954B (en) | Overhead column erection without scaffolding platform and erection method thereof | |
| CN203394008U (en) | Suspension type hanging bracket used on plane truss | |
| CN207812982U (en) | A kind of inner wall of oil tank construction hanging basket | |
| CN208305021U (en) | Cantilever type multilayer hanging cage for continuously welding ultrahigh and overlong welding seams | |
| CN207144440U (en) | A kind of integrated Construction of Supporting security platform | |
| CN110748140A (en) | Track beam hanging basket special for stepped curtain wall | |
| CN203878962U (en) | Independent supporting device for high-place operation hanging basket cantilever | |
| CN204703533U (en) | A kind of lift-type discharging protection double-purpose 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 | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20170215 |