CN201169907Y - Inclined strut type suspension supporting rack - Google Patents
Inclined strut type suspension supporting rack Download PDFInfo
- Publication number
- CN201169907Y CN201169907Y CNU2008200321835U CN200820032183U CN201169907Y CN 201169907 Y CN201169907 Y CN 201169907Y CN U2008200321835 U CNU2008200321835 U CN U2008200321835U CN 200820032183 U CN200820032183 U CN 200820032183U CN 201169907 Y CN201169907 Y CN 201169907Y
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- encorbelmenting
- fitting
- built
- embedded piece
- lower layer
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- Expired - Lifetime
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Abstract
The utility model discloses an inclined support type cantilever frame, comprising an upper layer embedded piece and a lower layer embedded piece which are arranged on an upper layer outer platform beam and a lower layer outer platform beam of a building, wherein a cantilever beam is in welding connection with the upper layer embedded piece, an inclined support rod connected with the cantilever beam is in welding connection with the lower layer embedded piece, and an upright rod of an outer wall scaffold is directly arranged on the cantilever beam. The cantilever frame of the utility model has the advantages of reasonable structure and convenient construction, and is particularly applicable to the construction of outer walls of high-rise buildings and small high-rise buildings.
Description
Technical field:
The utility model relates to a kind of external wall construction scaffold.
Background technology:
Along with the economic development and the scientific and technological progress of China, the people's life has obtained very big improvement.People have had higher requirement to living environment especially dwelling environment, from the nineties in last century, begin to become a kind of trend at some big and medium-sized cities high levels, small sized multiple story building.High-rise, small sized multiple story building increase the continuous innovation that has also promoted construction technology.Aspect the external wall construction of highrise building and since high-rise, small sized multiple story building exist the building scale of construction greatly, characteristics such as highly high, long construction period, common scaffold can't satisfy construction requirement on scaffolding height, and has high input, and lacks economy.
Summary of the invention:
It is a kind of rational in infrastructure that the purpose of this utility model is to provide, the diagonal-bracing type of the easy construction frame of encorbelmenting.
Technical solution of the present utility model is:
A kind of diagonal-bracing type frame of encorbelmenting, it is characterized in that: comprise the upper strata built-in fitting, the lower floor's built-in fitting that are arranged on the peripheral landing beam of the upper and lower layer of building, encorbelment beam and upper strata built-in fitting the welding, the hound that is connected with the beam of encorbelmenting and lower floor's built-in fitting welding, the vertical rod of exterior wall scaffold is directly set up on the beam of encorbelmenting.
The beam of encorbelmenting is channel-section steel or i iron.Hound is angle steel or channel-section steel.
The utility model is rational in infrastructure, and easy construction is particularly suitable for external wall construction high-rise, small sized multiple story building.
Description of drawings:
The utility model is described in further detail below in conjunction with drawings and Examples.
Fig. 1 is the configuration diagram of an embodiment of the utility model.
The specific embodiment:
A kind of diagonal-bracing type frame of encorbelmenting, comprise the upper strata built-in fitting 1, the lower floor's built-in fitting 2 that are arranged on the peripheral landing beam of the upper and lower layer of building, the beam 3 of encorbelmenting welds with upper strata built-in fitting 1, hound 4 that is connected with the beam of encorbelmenting and 2 welding of lower floor's built-in fitting, the vertical rod 6 of exterior wall scaffold 5 is directly set up on the beam 3 of encorbelmenting.The beam of encorbelmenting is channel-section steel or i iron.Hound is angle steel or channel-section steel.
Claims (3)
1, a kind of diagonal-bracing type frame of encorbelmenting, it is characterized in that: comprise the upper strata built-in fitting, the lower floor's built-in fitting that are arranged on the peripheral landing beam of the upper and lower layer of building, encorbelment beam and upper strata built-in fitting the welding, the hound that is connected with the beam of encorbelmenting and lower floor's built-in fitting welding, the vertical rod of exterior wall scaffold is directly set up on the beam of encorbelmenting.
2, the diagonal-bracing type according to claim 1 frame of encorbelmenting, it is characterized in that: the beam of encorbelmenting is channel-section steel or i iron.
3, the diagonal-bracing type according to claim 1 and 2 frame of encorbelmenting, it is characterized in that: hound is angle steel or channel-section steel.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CNU2008200321835U CN201169907Y (en) | 2008-03-18 | 2008-03-18 | Inclined strut type suspension supporting rack |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CNU2008200321835U CN201169907Y (en) | 2008-03-18 | 2008-03-18 | Inclined strut type suspension supporting rack |
Publications (1)
Publication Number | Publication Date |
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CN201169907Y true CN201169907Y (en) | 2008-12-24 |
Family
ID=40208959
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CNU2008200321835U Expired - Lifetime CN201169907Y (en) | 2008-03-18 | 2008-03-18 | Inclined strut type suspension supporting rack |
Country Status (1)
Country | Link |
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CN (1) | CN201169907Y (en) |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101736893B (en) * | 2009-12-16 | 2011-06-22 | 通广建工集团有限公司 | Overhanging type scaffold supporting system |
CN102322140A (en) * | 2011-06-20 | 2012-01-18 | 荣盛建设工程有限公司 | The large span shutterings-supported construction method of cornicing |
CN103343614A (en) * | 2013-07-25 | 2013-10-09 | 北京建工博海建设有限公司 | Scaffold unloading steel wire rope setting method |
CN103993666A (en) * | 2014-05-16 | 2014-08-20 | 永升建设集团有限公司 | Improved supporting system construction method suitable for large overhung outer floating plate roof |
CN105113781A (en) * | 2015-03-25 | 2015-12-02 | 湖南拯卫建设科技有限公司 | Cantilever frame beam side all-embedded mounting and erecting device |
-
2008
- 2008-03-18 CN CNU2008200321835U patent/CN201169907Y/en not_active Expired - Lifetime
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101736893B (en) * | 2009-12-16 | 2011-06-22 | 通广建工集团有限公司 | Overhanging type scaffold supporting system |
CN102322140A (en) * | 2011-06-20 | 2012-01-18 | 荣盛建设工程有限公司 | The large span shutterings-supported construction method of cornicing |
CN102322140B (en) * | 2011-06-20 | 2013-07-24 | 荣盛建设工程有限公司 | Supporting construction method for large-span creasing formwork |
CN103343614A (en) * | 2013-07-25 | 2013-10-09 | 北京建工博海建设有限公司 | Scaffold unloading steel wire rope setting method |
CN103993666A (en) * | 2014-05-16 | 2014-08-20 | 永升建设集团有限公司 | Improved supporting system construction method suitable for large overhung outer floating plate roof |
CN105113781A (en) * | 2015-03-25 | 2015-12-02 | 湖南拯卫建设科技有限公司 | Cantilever frame beam side all-embedded mounting and erecting device |
CN105113781B (en) * | 2015-03-25 | 2018-08-03 | 湖南拯卫建设科技有限公司 | Device is set up in a kind of overhanging complete pre-buried installation in side of setting a roof beam in place |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CX01 | Expiry of patent term | ||
CX01 | Expiry of patent term |
Granted publication date: 20081224 |