CN204001652U - The portable exterior wall operating platform of fabricated shear wall structure - Google Patents
The portable exterior wall operating platform of fabricated shear wall structure Download PDFInfo
- Publication number
- CN204001652U CN204001652U CN201420432798.2U CN201420432798U CN204001652U CN 204001652 U CN204001652 U CN 204001652U CN 201420432798 U CN201420432798 U CN 201420432798U CN 204001652 U CN204001652 U CN 204001652U
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- China
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- right angle
- frame
- operating platform
- angle trigonometry
- steel
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Abstract
The portable exterior wall operating platform of a kind of fabricated shear wall structure, comprise protective screening, it is characterized in that arranging the right angle trigonometry frame being welded by channel-section steel, on each right angle trigonometry frame, weld vertical rod form right angle triangle support body, upper and lower side welding cross bar between vertical rod arranged side by side, at the bottom of general frame welding steel, at top fixed protection net; On the horizontal plane between right angle trigonometry frame, weld the frame of angle steel, form operating platform framework, on operating platform framework, lay template; In the perpendicular edge of right angle trigonometry frame, install high-strength bolt.The utility model has solved traditional overhanging type steel pipe scaffold difficult problem that hole sets up of can not boxing out on side fascia in fabricated shear wall structure.Assembling is simple, and peace is torn open flexibly, repeats to install and utilizes.Safe, in the time of installation component, outer safeguard structure still exists, and has avoided plain type protection must remove the very big security risk existing because of lifting construction.Horizontal protective, vertical protection all arrange complete.
Description
Technical field
the utility model belongs to a kind of building engineering construction facility, particularly the portable exterior wall operating platform of a kind of fabricated shear wall structure.
Background technology
along with the development of modern architecture industry, industrialization fabricated shear wall structure becomes the main body of modern architecture gradually, the prefabricated units of fabricated shear wall structure are at produce in factory, carry out at the construction field (site) handling installation, precast facade member directly completed exterior-wall heat insulation and outer wall pasting facing in the produce in factory moment simultaneously, and precast facade member is higher in factory process precision, surface finish control is better, and external wall plastering and the facing so just exempted after building main body construction are pasted operation.If use traditional steel pipe scaffold of encorbelmenting in the time that fabricated shear wall main structure body is constructed, the engineering quantity that it is larger and loaded down with trivial details working procedure, cause unnecessary material and cost of labor waste, especially the repairing of Cantilever Beams hole to be provided cannot meet the completed external wall plastering of precast facade and the requirement of facing stickup operation, utilize benefit therefore can not bring into play its maximum, therefore urgently provide at present a kind of novel construction installation, to meet the needs of fabricated shear wall main structure body construction.
Summary of the invention
the purpose of this utility model is to provide the portable exterior wall operating platform of a kind of fabricated shear wall structure, comprise protective screening, it is characterized in that: the right angle trigonometry frame being welded by channel-section steel is set, on each right angle trigonometry frame, weld vertical rod form right angle triangle support body, be set up in parallel 2-3 right angle trigonometry support bodys, upper and lower side welding cross bar between vertical rod, the general frame of formation facade, at the bottom of general frame welding steel, at top fixed protection net; On the horizontal plane between right angle trigonometry frame, weld the frame of angle steel, in frame, along many reinforcing bars of transverse weld, form operating platform framework, on operating platform framework, lay template; In the perpendicular edge of right angle trigonometry frame, install high-strength bolt.
effect of the present utility model: 1, solved traditional overhanging type steel pipe scaffold difficult problem that hole sets up of can not boxing out in fabricated shear wall structure on side fascia.2, assembling is simple, and peace is torn open flexibly, and the later stage can repeat to install and utilize.3, safe, in the time of installation component, outer safeguard structure still exists, and has avoided plain type protection must remove the very big security risk existing because of lifting construction.4, fixation is firm, and horizontal protective, vertical protection all arrange complete, and peripheral protection meets code requirement.
, after the installation of metope member, can carry out in a short time exterior wall piece and play glue processing, reduce later stage piece and beat the glue cradling time, and at least reduce 30 days construction periods.
Brief description of the drawings
fig. 1 is the utility model structural representation.
fig. 2 is the left view of Fig. 1.
fig. 3 is the utility model and wall body construction connection diagram.
fig. 4 is the utility model schematic diagram in wall body construction installation.
Detailed description of the invention
see Fig. 1-4, concrete structure is as follows: the right angle trigonometry frame 7 being welded by 10# channel-section steel is set, play the effect of supporting and fixing whole support body, on each right angle trigonometry frame 7, weld 1.2 meters high vertical rod 1-2 form right angle triangle support bodys, be set up in parallel 2-3 right angle trigonometry support bodys, upper and lower side welding cross bar 1-1 between vertical rod 1-2, the general frame of formation facade, at the bottom of general frame welding steel 3, at top fixed protection net 2; On the horizontal plane between right angle trigonometry frame, weld the frame 5 of angle steel, in frame, along many reinforcing bars of transverse weld 8, form operating platform framework, on operating platform framework, lay the template 4 that 18mm is thick; At the perpendicular edge welding steel backboard of right angle trigonometry frame, on steel plate backboard, install high-strength bolt 6.
the utility model J reinforcing that is connected with precast facade member 9 by M24 high-strength bolt 6, (wall-through hole of the reserved diameter 30mm of precast facade member 9 design), be bolted precast facade member and the utility model J, i.e. convenient installation and dismounting, and can repetitive cycling use.
using method:
1, see Fig. 3, after Exterior Wall Components is marched into the arena, the utility model J is connected by high-strength bolt 6 with precast facade member 9; 2, after the utility model J has been connected with precast facade member 9, the utility model J and precast facade member 9 one are lifted into (see figure 4) on operation side, precast facade lifting component is put in place, the position of correction component and verticality; 3,, while lower one deck precast facade member being marched into the arena and possessed lifting condition, the utility model J of last layer is removed from body of wall.
the utility model is applicable to high level or the multistory civil building of fabricated construction.
Claims (1)
1.
the portable exterior wall operating platform of a kind of fabricated shear wall structure, comprise protective screening, it is characterized in that: the right angle trigonometry frame being welded by channel-section steel is set, on each right angle trigonometry frame, weld vertical rod form right angle triangle support body, be set up in parallel 2-3 right angle trigonometry support bodys, upper and lower side welding cross bar between vertical rod, the general frame of formation facade, at the bottom of general frame welding steel, at top fixed protection net; On the horizontal plane between right angle trigonometry frame, weld the frame of angle steel, in frame, along many reinforcing bars of transverse weld, form operating platform framework, on operating platform framework, lay template; In the perpendicular edge of right angle trigonometry frame, install high-strength bolt.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420432798.2U CN204001652U (en) | 2014-08-04 | 2014-08-04 | The portable exterior wall operating platform of fabricated shear wall structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420432798.2U CN204001652U (en) | 2014-08-04 | 2014-08-04 | The portable exterior wall operating platform of fabricated shear wall structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204001652U true CN204001652U (en) | 2014-12-10 |
Family
ID=52041675
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420432798.2U Expired - Fee Related CN204001652U (en) | 2014-08-04 | 2014-08-04 | The portable exterior wall operating platform of fabricated shear wall structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204001652U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106437121A (en) * | 2016-11-21 | 2017-02-22 | 成都建筑工程集团总公司 | Outside construction operating platform of industrial assembly engineering for preventing objects from hitting |
| CN108589995A (en) * | 2018-05-17 | 2018-09-28 | 中国二十二冶集团有限公司 | Prefabricated cladding panel is without outer frame construction method |
| CN108756196A (en) * | 2018-08-20 | 2018-11-06 | 中建四局第六建筑工程有限公司 | A kind of assembled architecture main body protective device and its construction method |
| CN108868096A (en) * | 2018-06-14 | 2018-11-23 | 上海二十冶建设有限公司 | It is fixed on the outer protection tripod of pin-connected panel safety and its application method of precast facade |
| CN109113335A (en) * | 2018-07-10 | 2019-01-01 | 中国二十冶集团有限公司 | Parapet falsework and construction method |
| CN111021747A (en) * | 2019-12-27 | 2020-04-17 | 上海建工五建集团有限公司 | Assembly type welding platform suitable for steel plate shear wall structure and installation method thereof |
-
2014
- 2014-08-04 CN CN201420432798.2U patent/CN204001652U/en not_active Expired - Fee Related
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106437121A (en) * | 2016-11-21 | 2017-02-22 | 成都建筑工程集团总公司 | Outside construction operating platform of industrial assembly engineering for preventing objects from hitting |
| CN106437121B (en) * | 2016-11-21 | 2019-04-16 | 成都建工集团有限公司 | It industrializes the anti-object strike of assembled engineering and builds outer construction operation platform |
| CN108589995A (en) * | 2018-05-17 | 2018-09-28 | 中国二十二冶集团有限公司 | Prefabricated cladding panel is without outer frame construction method |
| CN108589995B (en) * | 2018-05-17 | 2020-06-05 | 中国二十二冶集团有限公司 | Prefabricated exterior cladding panel construction method without external frame |
| CN108868096A (en) * | 2018-06-14 | 2018-11-23 | 上海二十冶建设有限公司 | It is fixed on the outer protection tripod of pin-connected panel safety and its application method of precast facade |
| CN109113335A (en) * | 2018-07-10 | 2019-01-01 | 中国二十冶集团有限公司 | Parapet falsework and construction method |
| CN108756196A (en) * | 2018-08-20 | 2018-11-06 | 中建四局第六建筑工程有限公司 | A kind of assembled architecture main body protective device and its construction method |
| CN111021747A (en) * | 2019-12-27 | 2020-04-17 | 上海建工五建集团有限公司 | Assembly type welding platform suitable for steel plate shear wall structure and installation method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20141210 Termination date: 20160804 |