CN201169907Y - Inclined strut type suspension supporting rack - Google Patents

Inclined strut type suspension supporting rack Download PDF

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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
Authority
CN
China
Prior art keywords
encorbelmenting
fitting
built
embedded piece
lower layer
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
Application number
CNU2008200321835U
Other languages
Chinese (zh)
Inventor
洪亚伟
张强
杨冬辉
陈伟
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
QIDONG CONSTRUCTION GROUP CO Ltd
Original Assignee
QIDONG CONSTRUCTION GROUP CO Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by QIDONG CONSTRUCTION GROUP CO Ltd filed Critical QIDONG CONSTRUCTION GROUP CO Ltd
Priority to CNU2008200321835U priority Critical patent/CN201169907Y/en
Application granted granted Critical
Publication of CN201169907Y publication Critical patent/CN201169907Y/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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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

The diagonal-bracing type frame of encorbelmenting
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.
CNU2008200321835U 2008-03-18 2008-03-18 Inclined strut type suspension supporting rack Expired - Lifetime CN201169907Y (en)

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
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
CN (1) CN201169907Y (en)

Cited By (5)

* Cited by examiner, † Cited by third party
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

Cited By (7)

* Cited by examiner, † Cited by third party
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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C14 Grant of patent or utility model
GR01 Patent grant
CX01 Expiry of patent term
CX01 Expiry of patent term

Granted publication date: 20081224