CN204024010U - The flat sliding platform of a kind of high long cornice construction water - Google Patents
The flat sliding platform of a kind of high long cornice construction water Download PDFInfo
- Publication number
- CN204024010U CN204024010U CN201420293120.0U CN201420293120U CN204024010U CN 204024010 U CN204024010 U CN 204024010U CN 201420293120 U CN201420293120 U CN 201420293120U CN 204024010 U CN204024010 U CN 204024010U
- Authority
- CN
- China
- Prior art keywords
- cornice
- high long
- platform
- long cornice
- construction
- 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.)
- Expired - Lifetime
Links
- 238000010276 construction Methods 0.000 title claims abstract description 30
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims description 9
- 230000015572 biosynthetic process Effects 0.000 claims abstract description 4
- 238000003786 synthesis reaction Methods 0.000 claims abstract description 4
- 238000009435 building construction Methods 0.000 abstract description 2
- 230000002349 favourable effect Effects 0.000 abstract 1
- 229910000831 Steel Inorganic materials 0.000 description 4
- 239000010959 steel Substances 0.000 description 4
- 238000004519 manufacturing process Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000005096 rolling process Methods 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model relates to one and to cornice construction platform, is particularly useful for the construction platform that cornices that terrain clearance is high, width of encorbelmenting is large, belongs to the realm of building construction.Comprise sliding rail, slippage support component, vertical parts and operating platform, can by high long cornice side plate inclination angle, choose width, C type that up and down synthesis of cornice discrepancy in elevation design team and high long cornice adapt constructs, be arranged in high long cornice main stress structure, as high long cornice construction operating platform.Advantage: clearly stressed, safe and reliable, flexible operation, peace are torn quick, the favourable reduction of erection time open and are reduced construction cost.
Description
Technical field
The utility model relates to one and to cornice construction platform, is particularly useful for the construction platform that cornices that terrain clearance is high, width of encorbelmenting is large, belongs to the realm of building construction.
Background technology
For highlighting facade effect, a lot of building engineering is designed with high long cornice.When high long cornice construction, usually console mode or overhanging type operating platform need be set up below high long cornice.Cost set up by console mode operating platform affects larger by terrain clearance, scaffolding height is higher, and to set up cost larger, to set up and the dismounting cycle is long, workload is large, and construction of cornicing, platform removal construction speed directly affect the construction speed setting up the subsequent projects such as region decorating inner and external walls, surface line laying, hardened ground.Overhanging type operating platform must depend on major structure of construction and arrange supporting construction, has certain use limitation, supporting construction many employings shaped steel or steel pipe manufacturing, reliability is affected low by quality of connection such as Site Weldings, assembled cumbersome with dismounting, hanging operation amount is many, and security risk is large.
Summary of the invention
The purpose of this utility model is exactly in order to avoid the weak point in background technology, provide a kind of safe and reliable, construction cost is low, the flat sliding platform of high long cornice construction water of easy construction, short construction period.
The utility model will solve the technical scheme that its technical problem will adopt:
The flat sliding platform of a kind of high long cornice construction water, comprise sliding rail, slippage support component, vertical parts and operating platform, it is characterized in that: described sliding rail is fixed on the structural member of high long cornice outer edge, described slippage support component side is supported on described sliding rail, side is supported on high long cornice inside structure part, can along the slippage of described sliding rail any level, described vertical component upper ends is with affixed by slippage support component end described in cornice place on high long cornice, lower end is affixed with the described operating platform one end being positioned at high long cornice side plate bottom.
Described horizontal sliding platform can by high long cornice side plate inclination angle, choose width, C type that up and down synthesis of cornice discrepancy in elevation design team and high long cornice adapt constructs.
Described slippage support component is made up of supporting rod, tie element, draw-gear, carriage, cover plate.
Described vertical parts are connected to form by the vertical truss of two Pin, multiple tracks horizontal support keel, multiple tracks skewed horizontal load keel, adopt section steel manufacture.
Described operating platform is made up of platform keel, pedal, baseboard, handrail and going along with sb. to guard him.
Advantage of the present utility model:
1, in horizontal sliding platform focus point drops on and cornices, clearly stressed, structure is reliable.
2, horizontal sliding platform can along sliding rail horizontal sliding, flexible operation, is convenient to the construction of high long cornice.
3, horizontal sliding stage+module and demolishing process easy, quick.
4, exempt scaffold etc. to set up and demolition cost, high long cornice construction cost is obviously reduced.
5, high long cornice construction does not affect other project construction of below that cornices, and is conducive to the reduction of erection time.
Accompanying drawing explanation
Fig. 1 is horizontal sliding platform perspective view;
Fig. 2 is slippage supporting part structure schematic diagram described in Fig. 1;
Fig. 3 is parts structural representation vertical described in Fig. 1;
Fig. 4 is operating platform structural representation described in Fig. 1;
Fig. 5 is that horizontal sliding platform slides onto high long cornice assigned address and fixes schematic diagram.
Wherein: 1, sliding rail; 2, slippage support component; 3, vertical parts; 4, operating platform; 21, supporting rod; 22, tie element; 23, draw-gear; 24, carriage; 25, cover plate; 31, truss; 32, horizontal support keel; 33, skewed horizontal load keel; 41; Platform keel; 42, pedal; 43, baseboard; 44, handrail; 45, go along with sb. to guard him.
Detailed description of the invention
Embodiment: as shown in Fig. 1 ~ Fig. 5.The flat sliding platform of a kind of high long cornice construction water, comprise sliding rail (1), slippage support component (2), vertical parts (3) and operating platform (4), it is characterized in that: described horizontal sliding platform is arranged in high long cornice main stress structure, as high long cornice construction operating platform.Described sliding rail (1) is fixed on the structural member of high long cornice outer edge, described slippage support component (2) side is supported on described sliding rail (1), side is supported on high long cornice inside structure part, can along described sliding rail (1) any level slippage, described vertical parts (3) upper end is with affixed by slippage support component (2) end described in cornice place on high long cornice, and lower end is affixed with described operating platform (4) one end being positioned at high long cornice side plate bottom.
As shown in Figure 1, described horizontal sliding platform can by high long cornice side plate inclination angle, choose width, C type that up and down synthesis of cornice discrepancy in elevation design team and high long cornice adapt constructs.
As shown in Figure 2, described slippage support component (2) is made up of supporting rod (21), tie element (22), draw-gear (23), carriage (24), cover plate (25).Described carriage (24) comprises rolling bearing and roller.
As shown in Figure 3, described vertical parts (3) are connected to form by the vertical truss of two Pin (31), multiple tracks horizontal support keel (32), multiple tracks skewed horizontal load keel (33), adopt section steel manufacture.
As shown in Figure 4, described operating platform (4) is by platform keel (41), pedal (42), baseboard (43), handrail (44) with go along with sb. to guard him (45) and form.
Claims (4)
1. the one kind high flat sliding platform of long cornice construction water, comprise sliding rail (1), slippage support component (2), vertical parts (3) and operating platform (4), it is characterized in that: described sliding rail (1) is fixed on the structural member of high long cornice outer edge, described slippage support component (2) side is supported on described sliding rail (1), side is supported on high long cornice inside structure part, can along described sliding rail (1) any level slippage, described vertical parts (3) upper end is with affixed by slippage support component (2) end described in cornice place on high long cornice, lower end is affixed with described operating platform (4) one end being positioned at high long cornice side plate bottom.
2. the flat sliding platform of one according to claim 1 high long cornice construction water, is characterized in that: described horizontal sliding platform can by high long cornice side plate inclination angle, choose width, C type that up and down synthesis of cornice discrepancy in elevation design team and high long cornice adapt constructs.
3. the flat sliding platform of one according to claim 1 high long cornice construction water, is characterized in that: described slippage support component (2) is made up of supporting rod (21), tie element (22), draw-gear (23), carriage (24), cover plate (25).
4. the flat sliding platform of one according to claim 1 high long cornice construction water, is characterized in that: described operating platform (4) is by platform keel (41), pedal (42), baseboard (43), handrail (44) and go along with sb. to guard him (45) and form.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420293120.0U CN204024010U (en) | 2014-05-30 | 2014-05-30 | The flat sliding platform of a kind of high long cornice construction water |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420293120.0U CN204024010U (en) | 2014-05-30 | 2014-05-30 | The flat sliding platform of a kind of high long cornice construction water |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204024010U true CN204024010U (en) | 2014-12-17 |
Family
ID=52063895
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420293120.0U Expired - Lifetime CN204024010U (en) | 2014-05-30 | 2014-05-30 | The flat sliding platform of a kind of high long cornice construction water |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204024010U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110905181A (en) * | 2019-11-07 | 2020-03-24 | 广西建工集团第五建筑工程有限责任公司 | 7-shaped large-angle inner-inclined high-altitude sliding operation platform and construction method thereof |
| CN113137049A (en) * | 2021-04-14 | 2021-07-20 | 方远建设集团股份有限公司 | Large-span steel limb cornice construction platform |
| CN114809574A (en) * | 2022-05-16 | 2022-07-29 | 北京江河幕墙系统工程有限公司 | Construction device and construction method for building with oblique cornice structure |
-
2014
- 2014-05-30 CN CN201420293120.0U patent/CN204024010U/en not_active Expired - Lifetime
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110905181A (en) * | 2019-11-07 | 2020-03-24 | 广西建工集团第五建筑工程有限责任公司 | 7-shaped large-angle inner-inclined high-altitude sliding operation platform and construction method thereof |
| CN113137049A (en) * | 2021-04-14 | 2021-07-20 | 方远建设集团股份有限公司 | Large-span steel limb cornice construction platform |
| CN114809574A (en) * | 2022-05-16 | 2022-07-29 | 北京江河幕墙系统工程有限公司 | Construction device and construction method for building with oblique cornice structure |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN204024010U (en) | The flat sliding platform of a kind of high long cornice construction water | |
| CN204001731U (en) | A kind of shuttering supporting vertical rod base fixing device | |
| CN204717144U (en) | A kind of concrete pump pipe setting tool cribbing | |
| CN202509681U (en) | C-type steel of reinforced structure | |
| CN201991226U (en) | Flange template support structure | |
| CN202000265U (en) | Concrete construction formwork for high pier of bridge | |
| CN102777050A (en) | Assembly type jig frame for longspan pipe truss roof girder | |
| CN203213019U (en) | Cast-in-situ construction bracket system of long cantilever bent cap | |
| CN101575890A (en) | Girder and profiled steel sheet concrete combined floor construction method without support of hack lever | |
| CN104018657A (en) | Method for constructing high and large cornice through horizontal sliding platform | |
| CN203834906U (en) | Triangular operation platform used for capital construction slope face | |
| CN201284559Y (en) | Fastener type steel pipe scaffold template stand | |
| CN204456813U (en) | A kind of single support operation platform for elevator hoistways | |
| CN205116776U (en) | Support access structure | |
| CN201614739U (en) | Template bracket for roofing oblique beam | |
| CN205046843U (en) | Reinforcing apparatus's stair template of marking time in middle of installation | |
| CN203961258U (en) | Builder's jack foot guard structure | |
| CN203795824U (en) | Suspension type fastener scaffold erecting device | |
| CN206267039U (en) | A kind of jack support platform of hollow slab girder jack-up construction | |
| CN105649317A (en) | Fixing mechanism for cantilever I-beam | |
| CN103114713B (en) | The construction method of hollow ultrahigh template section steel platform | |
| CN203394008U (en) | Suspension type hanging bracket used on plane truss | |
| CN205840326U (en) | A kind of stair template fixing device | |
| CN202064621U (en) | Conventionalized operation platform for construction of elevator shaft | |
| CN203961239U (en) | High-altitude overhanging awning construction operation platform |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |