CN205036072U - A shaped steel formwork support that encorbelments for high altitude structure of encorbelmenting - Google Patents
A shaped steel formwork support that encorbelments for high altitude structure of encorbelmenting Download PDFInfo
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- CN205036072U CN205036072U CN201520743757.XU CN201520743757U CN205036072U CN 205036072 U CN205036072 U CN 205036072U CN 201520743757 U CN201520743757 U CN 201520743757U CN 205036072 U CN205036072 U CN 205036072U
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- type steel
- overhanging type
- shuttering
- support
- encorbelmenting
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Abstract
The utility model discloses a shaped steel formwork support that encorbelments for high altitude structure of encorbelmenting, include that the cross -section is encorbelment shaped steel roof beam, concrete structure spare, formwork support and the template of " worker " type, concrete structure spare supports the interference fit with the bottom of the shaped steel roof beam of encorbelmenting along vertical direction, is equipped with formwork support on the shaped steel roof beam of encorbelmenting, has laid the template between formwork support, still be equipped with the pre -buried U type bolt in concrete member of a lower extreme in concrete member, still include a clamp plate, be equipped with the screw hole on the clamp plate, the vertical top of U type bolt pass behind the screw hole of a clamp plate respectively with a nut locking joint, the clamp plate supports the interference fit with the top of the shaped steel roof beam of encorbelmenting along vertical direction, the utility model discloses original structure conditional sum shaped steel self bearing capacity of make full use of, the shaped steel roof beam of encorbelmenting is installed according to the mode of the outrigger of encorbelmenting to the one deck under the member of aloft encorbelmenting, sets up steel tube frame, installation template on the shaped steel roof beam of encorbelmenting, and reinforced concrete structure encorbelments in the construction high altitude.
Description
Technical field
The utility model belongs to building engineering field, particularly relates to a kind of overhanging type steel support for shuttering for suspended structure at high altitude.
Background technology
For urban skyscraper, traditional pin hand cradle, the method of the steel pipe scaffold namely upwards set up from ground shown set up take a lot of work, the construction period is long, unsafe drawback of constructing, therefore, overhanging scaffold for middle-high building arises at the historic moment, and wherein the shaped steel suspension scaffolding is one of main scaffold type.
The shaped steel suspension scaffolding generally arranges overhanging component and by a kind of scaffold of overhanging component upper load from building storey.It has not by the advantage that building height affects.The key of overhanging scaffold is that intensity, rigidity and stability must meet related request, and has reliable connection with building structure, the load of scaffold can be passed to building structure safely.The shaped steel suspension scaffolding is also a kind of cantilevered structure that present engineering is often used.It is worth mentioning that the application of constructor for overhanging component is often by experience in the past, for the concrete stress performance of overhanging component, the selection of component etc. the concept that all neither one is clear and definite, and neither be a lot of to the regulation of overhanging component in specification.So existing builder's jack platform all to there is structure power transmission indefinite, bonding strength is not high, the defect that safety is lower.
Summary of the invention
In order to solve the problem, the utility model provides a kind of overhanging type steel support for shuttering for suspended structure at high altitude, reaches and is convenient to mounting or dismounting and the reusable object of energy.
Adopt following technical scheme: a kind of overhanging type steel support for shuttering for suspended structure at high altitude for this reason, comprise the overhanging type steel beam of cross section in " work " type, concrete structure, support for shuttering and template, concrete structure vertically compresses with the bottom of overhanging type steel beam and coordinates, overhanging type steel beam is provided with support for shuttering, is equipped with template between support for shuttering; It is characterized in that: in concrete component, be also provided with the pre-buried U-bolt in concrete component in a lower end, described U-bolt horizontal width matches with overhanging type steel beam width, U-bolt is vertically highly not less than overhanging type steel cantilever thickness and pre-buried thickness sum; Also comprise a pressing plate, pressing plate is provided with screwed hole, the vertical top of U-bolt through a pressing plate screwed hole after respectively with a nut lock stressed joint, described pressing plate vertically compresses with the top of overhanging type steel beam and coordinates; Described overhanging type steel beam is provided with mounting head, is provided with support for shuttering by mounting head.
Further, described U-bolt two ends arrange the silk mouth that length is not less than 50mm.
Further, be provided with fixture between the space, horizontal both sides of the overhanging type steel beam of described " work " font, described fixture is timber wedge.
Further, pad between the bottom of described overhanging type steel beam and concrete structure and be provided with backing plate.
Further, fixing reinforcing bar is embedded with inside the turning bottom described U-bolt.
Further, the pre-buried draw ring of last layer of described overhanging type steel beam, described draw ring holds overhanging type steel beam by wire rope; Or the support bar of a diagonal brace reinforcing is provided with at the lower one deck installing overhanging type steel beam.
Further, described support for shuttering adopts steel pipe to set up, and described support for shuttering surrounding hangs close order safety net.
Pass through such scheme, make full use of original structure condition and shaped steel self-bearing capacity, under high-altitude overhanging component, one deck installs overhanging type steel beam according to the mode of outrigger of encorbelmenting, and overhanging type steel beam is set up steel tube frame, installation form, construction high-altitude overhanging reinforced concrete structure.After superstructure intensity reaches requirement, more progressively remove support for shuttering and overhanging type steel beam.If top also has cantilevered structure, then recycle; Or directly utilize this layer of overhanging type steel beam as the girder of outrigger of encorbelmenting.
This programme has the following advantages: the bearing capacity 1, making full use of shaped steel self, and high-supported formwork frame is converted into general support for shuttering, decreases a large amount of inputs of steel pipe scaffold, has saved labour; 2, overhanging type steel support for shuttering is clearly stressed, dependable performance, and technique is simple, and architecture quality can be protected; 3, overhanging type steel support for shuttering comparatively high-supported formwork frame height reduction, reduces security risk, accelerating construction progress; 4, the shaped steel of cantilevered formwork can be used as builder's jack Cantilever Beams, if a building has repeatedly encorbelments, and under meeting related request prerequisite, also can repeatedly use, economical rationality.
For load larger lay particular stress on, partially long cantilevered structure only utilizes shaped steel self bearing capacity not meet the demands, this programme provides two kinds of corresponding reinforcement measures, namely fix by steel cable draw ring or with support bar diagonal brace, construction safety can be ensured, effectively increase the bearing capacity of overhanging type steel, to meet construction requirement.
Accompanying drawing explanation
Fig. 1 is overhanging type steel beam scheme of installation of the present utility model.
Fig. 2 is the utility model draw-ring type schematic diagram.
Fig. 3 is the utility model supporting rod type schematic diagram.
Detailed description of the invention
See accompanying drawing.Embodiment 1 comprises the overhanging type steel beam 1 of cross section in " work " type, concrete structure 2, support for shuttering 3 and template 4, concrete structure 2 vertically compresses with the bottom of overhanging type steel beam 1 and coordinates, overhanging type steel beam is provided with support for shuttering 3, is equipped with template 4 between support for shuttering; The pre-buried U-bolt 5 in concrete component in a lower end is also provided with in concrete component 2, described U-bolt 5 horizontal width matches with overhanging type steel beam width, U-bolt is vertically highly not less than overhanging type steel cantilever thickness and pre-buried thickness sum, and U-bolt two ends arrange the silk mouth that length is not less than 50mm; Embodiment also comprises a pressing plate 6, and pressing plate is provided with screwed hole, and the vertical top of U-bolt is connected through locking with a nut 7 respectively after the screwed hole of a pressing plate, and described pressing plate vertically compresses with the top of overhanging type steel beam and coordinates; Be provided with fixture between the space, horizontal both sides of the overhanging type steel beam of described " work " font, described fixture is timber wedge 9; Pad between the bottom of described overhanging type steel beam and concrete structure and be provided with backing plate 10.Fixing reinforcing bar 11 is embedded with inside turning bottom described U-bolt.Described overhanging type steel beam is provided with mounting head, is provided with support for shuttering 3 by mounting head, and support for shuttering 3 adopts steel pipe to set up, and described support for shuttering surrounding hangs close order safety net 13.The pre-buried draw ring 12 of last layer of described overhanging type steel beam, described draw ring holds overhanging type steel beam by wire rope 14.
Embodiment 2 is with the difference of embodiment 1: the holding capacity for overhanging type steel beam is reinforced, and adopt the support bar 15 being provided with a diagonal brace reinforcing at the lower one deck installing overhanging type steel beam, all the other technical schemes are identical.
Claims (7)
1. the overhanging type steel support for shuttering for suspended structure at high altitude, comprise the overhanging type steel beam of cross section in " work " type, concrete structure, support for shuttering and template, concrete structure vertically compresses with the bottom of overhanging type steel beam and coordinates, overhanging type steel beam is provided with support for shuttering, is equipped with template between support for shuttering; It is characterized in that: in concrete component, be also provided with the pre-buried U-bolt in concrete component in a lower end, described U-bolt horizontal width matches with overhanging type steel beam width, U-bolt is vertically highly not less than overhanging type steel cantilever thickness and pre-buried thickness sum; Also comprise a pressing plate, pressing plate is provided with screwed hole, the vertical top of U-bolt through a pressing plate screwed hole after respectively with a nut lock stressed joint, described pressing plate vertically compresses with the top of overhanging type steel beam and coordinates; Described overhanging type steel beam is provided with mounting head, is provided with support for shuttering by mounting head.
2., according to a kind of overhanging type steel support for shuttering for suspended structure at high altitude according to claim 1, it is characterized in that: described U-bolt two ends arrange the silk mouth that length is not less than 50mm.
3. according to a kind of overhanging type steel support for shuttering for suspended structure at high altitude according to claim 1, it is characterized in that: be provided with fixture between the space, horizontal both sides of the overhanging type steel beam of described " work " font, described fixture is timber wedge.
4. according to a kind of overhanging type steel support for shuttering for suspended structure at high altitude according to claim 1, it is characterized in that: pad between the bottom of described overhanging type steel beam and concrete structure and be provided with backing plate.
5., according to a kind of overhanging type steel support for shuttering for suspended structure at high altitude according to claim 1, it is characterized in that: inside the turning bottom described U-bolt, be embedded with fixing reinforcing bar.
6. according to a kind of overhanging type steel support for shuttering for suspended structure at high altitude according to claim 1, it is characterized in that: the pre-buried draw ring of last layer of described overhanging type steel beam, described draw ring holds overhanging type steel beam by wire rope; Or the support bar of a diagonal brace reinforcing is provided with at the lower one deck installing overhanging type steel beam.
7. according to a kind of overhanging type steel support for shuttering for suspended structure at high altitude according to claim 1, it is characterized in that: described support for shuttering adopts steel pipe to set up, and described support for shuttering surrounding hangs close order safety net.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520743757.XU CN205036072U (en) | 2015-09-24 | 2015-09-24 | A shaped steel formwork support that encorbelments for high altitude structure of encorbelmenting |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520743757.XU CN205036072U (en) | 2015-09-24 | 2015-09-24 | A shaped steel formwork support that encorbelments for high altitude structure of encorbelmenting |
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| Publication Number | Publication Date |
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| CN205036072U true CN205036072U (en) | 2016-02-17 |
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| CN201520743757.XU Expired - Fee Related CN205036072U (en) | 2015-09-24 | 2015-09-24 | A shaped steel formwork support that encorbelments for high altitude structure of encorbelmenting |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105971274A (en) * | 2016-06-13 | 2016-09-28 | 中国建筑第二工程局有限公司 | Cantilever support frame formwork system and construction method thereof |
| CN108104453A (en) * | 2017-11-30 | 2018-06-01 | 中国二十冶集团有限公司 | Cantilevered structure construction method |
| CN108894483A (en) * | 2018-08-31 | 2018-11-27 | 中建四局第四建筑工程有限公司 | A kind of suspended structural support system and its construction method |
| CN110886480A (en) * | 2019-12-04 | 2020-03-17 | 成都建工第一建筑工程有限公司 | Construction method of high-rise overhead cantilever support |
| CN110984364A (en) * | 2019-12-12 | 2020-04-10 | 中国十九冶集团有限公司 | Overhanging section steel fixing device and overhanging section steel deviation processing method |
| CN111456424A (en) * | 2020-03-24 | 2020-07-28 | 中国五冶集团有限公司 | High formwork structure |
-
2015
- 2015-09-24 CN CN201520743757.XU patent/CN205036072U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105971274A (en) * | 2016-06-13 | 2016-09-28 | 中国建筑第二工程局有限公司 | Cantilever support frame formwork system and construction method thereof |
| CN108104453A (en) * | 2017-11-30 | 2018-06-01 | 中国二十冶集团有限公司 | Cantilevered structure construction method |
| CN108894483A (en) * | 2018-08-31 | 2018-11-27 | 中建四局第四建筑工程有限公司 | A kind of suspended structural support system and its construction method |
| CN110886480A (en) * | 2019-12-04 | 2020-03-17 | 成都建工第一建筑工程有限公司 | Construction method of high-rise overhead cantilever support |
| CN110984364A (en) * | 2019-12-12 | 2020-04-10 | 中国十九冶集团有限公司 | Overhanging section steel fixing device and overhanging section steel deviation processing method |
| CN111456424A (en) * | 2020-03-24 | 2020-07-28 | 中国五冶集团有限公司 | High formwork structure |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address |
Address after: 310016 Great Wall Building, No. 60 Leiting Road, Shangcheng District, Hangzhou City, Zhejiang Province Patentee after: ZHEJIANG PROVINCE SANJIAN CONSTRUCTION GROUP CO.,LTD. Address before: 310016 Great Wall Building, Wangjiang East Road, Shangcheng District, Hangzhou City, Zhejiang Province Patentee before: ZHEJIANG GREAT WALL CONSTRUCTION GROUP CO.,LTD. |
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| CP03 | Change of name, title or address | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160217 Termination date: 20210924 |
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| CF01 | Termination of patent right due to non-payment of annual fee |